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06-3496 (CONR) Project Specs1 " ADDITIONS AND RENOVATIONS TO THE 1 r v 1 " ADDITIONS AND RENOVATIONS TO THE :1 .THE r CLUB AT lA QUINTA RESORT, 6 z ' FEATURING A R' • 3 MEW` F1'TNESS CENTER AND'._BAK La Quirita,, California ~ > {...- - 7r , ?4 cSPE OJ SEC SC 1 I CAT 1 O N S OWNED 'MANAGEMENT/OPERATOR- 7 '"CNI, HOSPITALM. CORP.. ( HILTON HOTEIS,CORPORATION 450 So: Orange Ave; Orlando,.FL 32801-3336 9336 Civic Center Drive, 'Beverly Hills, CA 90210 ` Tel 1,(4(Y7)650 -.M31 / Fax,' (407)610-1085 Contact: ry ljpschutz, Dir: of La Quints Projects r .. r f Contact: 'David Urban, VP of Planning & Design Tel (760)777-5802 ! Fax.(760) 777-5803 ' ARCHITECT,. y ELECTRICALENGINEERING j PEARSON ARCHITECTS; INC. MRC ENGINEERING, INC. :; < 74-2E0 Hwy, 1 I 1 Suite #8 `Palm Desert,.CA 92260 72880 Fred Waring Drive, Suite C-1 I .Palm Desert, CA 92260 ` Tel (760) 779.1937 / 779 -8744 Tel -(760)-340-9005 / Fax (760) 340-9100 r' Contact: Craig Pearson, California Architect C-11782" Contact: Ralph Raya • ` ■ f STRUCTURAL ENGINEER PLUMBINGENGINEERING ' . B G."STRUCI'URAL ENGD4EERING, INC. STUEVEN ENGINEERING 45-535 Via Corona, Indian Wells, CA 92210 326 South Kahnia Street, Escondido, CA 92025 Tel (760)568-3553 / Fax :,c7 60 568-5681 Tel (760) 735-8577 ,/ Fax (760_)735=8678 ) . Contact:. Brian Goalieb; CE #33047 Contact Bill Tziouvaras MECHANICAL ENGINEERING (HVACP FOODSERVICE CONSULTANT JAN 1 g '200.7 I ; + STUEVEN ENGINEERING EQUIPMENT -SPECIALIST, INC. - - _ 326 South'Kalmia Street, Escondido, CA 92025Te1 3470 Swetaer Road, Loomis; CA 95650 735-857T 1 Fax (760).735-8678CContact: Tel (916) 652-3100,/ Fax (9160 652b145 Kevin Dominick, PE ' Contact: Noel Walker • .r ; se naanrEcrs oec y : . SEPTEMBER Y8, 2006' - I.`. 3 1 :1 .THE r CLUB AT lA QUINTA RESORT, 6 z ' FEATURING A R' • 3 MEW` F1'TNESS CENTER AND'._BAK La Quirita,, California ~ > {...- - 7r , ?4 cSPE OJ SEC SC 1 I CAT 1 O N S OWNED 'MANAGEMENT/OPERATOR- 7 '"CNI, HOSPITALM. CORP.. ( HILTON HOTEIS,CORPORATION 450 So: Orange Ave; Orlando,.FL 32801-3336 9336 Civic Center Drive, 'Beverly Hills, CA 90210 ` Tel 1,(4(Y7)650 -.M31 / Fax,' (407)610-1085 Contact: ry ljpschutz, Dir: of La Quints Projects r .. r f Contact: 'David Urban, VP of Planning & Design Tel (760)777-5802 ! Fax.(760) 777-5803 ' ARCHITECT,. y ELECTRICALENGINEERING j PEARSON ARCHITECTS; INC. MRC ENGINEERING, INC. :; < 74-2E0 Hwy, 1 I 1 Suite #8 `Palm Desert,.CA 92260 72880 Fred Waring Drive, Suite C-1 I .Palm Desert, CA 92260 ` Tel (760) 779.1937 / 779 -8744 Tel -(760)-340-9005 / Fax (760) 340-9100 r' Contact: Craig Pearson, California Architect C-11782" Contact: Ralph Raya • ` ■ f STRUCTURAL ENGINEER PLUMBINGENGINEERING ' . B G."STRUCI'URAL ENGD4EERING, INC. STUEVEN ENGINEERING 45-535 Via Corona, Indian Wells, CA 92210 326 South Kahnia Street, Escondido, CA 92025 Tel (760)568-3553 / Fax :,c7 60 568-5681 Tel (760) 735-8577 ,/ Fax (760_)735=8678 ) . Contact:. Brian Goalieb; CE #33047 Contact Bill Tziouvaras MECHANICAL ENGINEERING (HVACP FOODSERVICE CONSULTANT JAN 1 g '200.7 I ; + STUEVEN ENGINEERING EQUIPMENT -SPECIALIST, INC. - - _ 326 South'Kalmia Street, Escondido, CA 92025Te1 3470 Swetaer Road, Loomis; CA 95650 735-857T 1 Fax (760).735-8678CContact: Tel (916) 652-3100,/ Fax (9160 652b145 Kevin Dominick, PE ' Contact: Noel Walker • .r ; se naanrEcrs oec y : . SEPTEMBER Y8, 2006' - I.`. 3 SPECIFICATIONS FOR A NEW MESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA TABLE OF CONTENTS (TC) SECTION CONTRACT REQUIREMENTS GC General Conditions SC Supplementary Conditions 00100 General Instructions DIVISION 1 GENERAL REQUIREMENTS 01010 General Requirements 01020 Summary of Work 01027 Application for Payment' 01035 Modification Procedures 01040 Coordination 01045 Cutting and Patching 01050 Field Engineering 01300 Submittals 01400 Quality Control 01421 Reference Standards 01600 Materials and Equipment 01631 Substitutions 01700 Project Close -Out 01740 Warranties DIVISION 2 SITEWORK 02230 Site Clearing 02360 Soil Treatment 02510 Fire Protection System 02620 Foundation Drainage 02640 Pre -Cast Interconnecting Drains 02740 Portland Cement Paving 02770 Curbs/Cast-in-Place Concrete DIVISION 3 CONCRETE 03300 • Structural Concrete DIVISION 4 MASONRY 04220 Concrete Masonry Units TC -1 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA. DIVISION 5 METALS 05120 Structural Steel 05500 Metal Fabrications . 05700 Metal Railing Systems DIVISION 6 WOOD & PLASTICS 06100 Rough Carpentry 06200 Finish Carpentry 06400 Casework 06600 Plastic Fabrications DIVISION 7 THERMAL & MOISTURE PROTECTION 07200 Building Insulation 07300 Concrete Roof Tile 07620 Sheet Metal Flashing & Trim 07720 Roof Accessories 07920 Joint Sealants DIVISION 8 DOORS & WINDOWS 08100 Metal Doors & Metal Frames 08210 Wood Doors 08310 Access Doors & Panels 08410 Aluminum Storefront Windows 08710 Finish Hardware 08780 Special Function Hardware 08810 Glass & Glazing DIVISION.9 FINISHES 09200 Lath & Plaster 09220 Portland Cement Plaster .09250 Gypsum Wallboard 09300 Tile Work 09510 Suspended Acoustical Ceilings 09650 Resilient Flooring 09660 Robbin's Sportwood Flooring System .(Aerobics Room Wood Flooring) 09680 Carpet 09800 Special Coatings 09900 Painting 09950 Wall Coverings 09986 Sanitary Wall Finishes (FRP) TC -2 m SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AM ON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA DIVISION 10 SPECIALTIES 10200 Louvers & Vents 10426. Door Signage 10500 Wood Lockers 1080.0 Toilet Accessories DIVISION 11 EQUIPMENT .11400 Food Service Equipment (Bar Equipment) 11484 1; Exercise Equipment DIVISION 12 FURNISHINGS Not a part of these specifications DIVISION 13 SPECIAL CONSTRUCTION Not a part of these specifications DIVISION 14 CONVEYING SYSTEMS Not part of these specifications DIVISION 15 MECHANICAL ' 15300 Fire Suppression System (Design/Build) - 15400 Plumbing Equipment 15600 HVAC Equipment DIVISION 16 ELECTRICAL ' 16200 Electrical TC -3 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA GENERAL CONDITIONS ATTENTION: ."General Conditions of the Contract for Construction", A.I.A. Document A201, Fourteenth Edition, 1987, Pages 1 through 24 (hereinafter referred to as General Conditions), are hereby included in these Documents by reference to the same extent as if bound herein. General Conditions may be examined at the office of the Architect. END OF GENERAL CONDITIONS GC -1 PAGE 1 1 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB; LA QUINTA, CALIFORNIA SUPPLEMENTARY CONDITIONS PART 1- MODIFICATION OF GENERAL CONDITIONS: The following supplements modify the "General Conditions of the Contract for Construction," AIA Document A201, Fourteenth Edition, 1987. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. A: Section 1.2.3: In the event of conflicts or discrepancies among the contract Documents, interpretations will be based on the following priorities: 1. The Agreement. 2. Addenda, with those of later date having precedence over those of earlier date. 3. The Supplementary Conditions. 4. The General Conditions of the Contract for Construction. 5. Drawings and Specifications. In the case of an inconsistency between Drawings and Specifications or within either Document not clarified by addendum, the better quality or greater quantity of Work shall be provided in accordance with the Architect's interpretation. B. Section 3.43 Labor and Materials: After the contract has been executed, the Owner and the Architect will consider a formal request for the substitution of products in place of those specified only under the conditions set forth in the General Requirements (Division 1 of the Specifications). C. Section 3.4.4 Substitutions: By making requests for substitutions based on Subparagraph 3.4.3 above, the Contractor: 1. Represents thaYthe Contractor has personally investigated the proposed substitute product and determined that is equal or superior in all respects to that specified. 2. Represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified. 3. Certifies that the cost data presented is complete and includes all related costs under this Contract except the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent. 4. Will coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be completed in all respects. PAGE END OF SECTION SC -1 SPECIFICATIONS FOR A NEW MNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 00100 - GENERAL INSTRUCTIONS ' The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - DEFINITIONS ' 1.1 CONTRACT DOCUMENTS: ' A. The Contract Documents for the Work Consist of the Owner -Contractor Agreement and the General Conditions of the Contract for Construction. (AIA A201), the project manual, the. drawings, the specifications, all addenda .issued prior to and all ' modifications issued after the execution of the Contract, and any items specifically enumerated in the Owner -Contractor Agreement. ' 1.2 MODIFICATION: A. A modification is: 1. A written amendment to the contract signed by both parties. 2. A Change Order. 3. A Construction Change Directive. ' 4. A written interpretation issued by the Architect pursuant to the requests by the Contractor, or a written order for a minor change in the Work not inconsistent. with the intent of the Contract Documents and not affecting cost tor Contract. completion time. 1.3 INTERPRETATION OR CORRECTION OF DOCUMENTS: ' A. The Contractor or Sub -contractor is required to promptly notify the Architect of any apparent ambiguity, inconsistency, or error which has been, or should have been ' discovered upon examination of the documents. B. Whenever clarification or interpretation of the Contract Documents is required, or when doubts exist in the mind of the Contractor or Sub -contractor as to the true ' meaning of the Contract Documents, the Contractor shall be required to request an interpretation thereof. C. Any interpretation, correction, or change of the Contract Documents will be made by ' Addendum, clarification, construction change directive, revision, or change order. Interpretations, corrections, or changes made to the Contract Documents in any other t manner will not be binding, and the Contractor shall not rely upon such interpretations, corrections, or changes. D. Any interpretation, correction, or change of the Contract Documents will be made by Addendum, clarification, construction change directive, revision, or change order. Interpretations, corrections, or changes made to the Contract Documents in any other manner will not be binding, and the Contractor shall not rely upon such interpretations, corrections, or changes. 00100-1 PAGE SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA E. Interpretations in response to inquiries, or other clarifications or corrections, will be in writing or by drawings and will be sent to the Contractor and he shall issue same to any of his Subcontractors affected. The Owner assumes no other responsibility for explanations or interpretations of the Contract Documents. F. If a conflict occurs in or between Contract Documents regarding method of performing the Work or the material required, the Contractor shall be deemed to .have bid upon the more expensive way of doing the Work and the better quality or greater quantity of material. If the Owner later elects to use the less expensive method, the Owner shall received a suitable credit. In case of inconsistency between drawings or between drawings and specifications, the more stringent (more expensive) requirement shall govern. PART 2 - CONTRACTOR'S DUTIES: A. Except where specifically noted otherwise, Contractor shall provide and pay for the following: 1. Labor, materials and equipment. 2. Tools, construction equipment and machinery. 3. Water, heat and utilities required for construction. 4. Other facilities and services necessary for proper execution and completion of the work. B. Contractor shall secure and pay for, as necessary for proper execution and completion of Work (if applicable): 1. Permits 2. Government fees 3. Licenses 4. Contractor shall give all required notices. PART 3 - SUPPLEMENTARY INSTRUCTIONS 3.1 FAM LIARITY WITH DOCUMENTS: A. At the time of commencing operation, the Contractor shall have read and be thoroughly familiar with the Contract Documents (including all Addenda, if any). The failure or omission to receive or examine in any form, instrument or document shall in no way relieve any Contractor from any obligation in respect to his Bid or subsequent Agreement. 00100-2 PAGE 4 . SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3.2 OBLIGATION WITH RESPECT TO ALL CONDITIONS: A. The Contractor must inform himself fully . of the conditions relating to the construction and labor under which the: Work will be performed. Failure to do so will not relieve the Contractor of his obligations to furnish all materials and labor necessary to carry out the provisions of the Contract Documents and to completed Work for the Contract amount. Insofar as possible, the Contractor or any Sub - Contractor in carrying out his Work must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor, sub- contractor employed by the Owner or diminish the safety or:convenience of the public. B. The Contractor shall employ and manage labor that can work in harmony withal] other labor employ and manage labor that can work in harmony with all other labor employed at or adjacent to the job site. The Owner shall not be responsible for any delays or costs caused by strikes, slowdowns, or other actions which occur as a result of the Contractor's failure to comply with this provision. 3.3 FEDERAL, STATE, AND MUNICIPAL LAWS AND REGULATIONS: A. The Contractor's attention is directed to the fact that all applicable Federal, State and Municipal laws, ordinances, rules, and regulations, codes and standards of all authorities having jurisdiction over construction work shall apply to the Work throughout, and they are deemed to be included herein the same as though herein written. END OF SECTION 00100-3 PAGE 5 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01010. - GENERAL REQUIREMENTS The requirements of the General Conditions and Division I apply to all work hereunder. PART I -GENERAL 1.1 SCOPE: A. Perform all work -in -this construction contract, including general construction site utilities, mechanical, and electrical work under one Construction Contract as shown on the drawings, specifications, and any addendum. PART 2 - COORDINATION 2.1 GENERAL: A. All grades, lines, levels, and bench marks required for the project shall be established and maintained by the Contractor, and he shall be responsible for same. .Verify all grades, lines, levels, and dimensions as indicated on drawings. 2.2. COVERING UP WORK: A. No Contractor or subcontractor shall cover up or conceal work of another contractor subcontractor until same has been thoroughly tested and approved by the authorized agencies. 2.3 MECHANICAL AND ELECTRICAL WORK: A. Mechanical and electrical drawings are generally diagrammatic, and unless specifically dimensioned, and locations of fixtures, outlets, equipment, and the routing of piping, ducts, and raceways are approximate only and shall not be scaled from mechanical and electrical drawings. It is the responsibility of the Contractor to coordinate the work of his mechanical and electrical subcontractors. PART 3 - CODES AND REGULATIONS: A. Work will meet requirements of the latest adopted UBC edition, the latest adopted addition of the National Electrical Code, the National Plumbing Code, and the National Board of Fire Underwriters. Also comply with applicable laws, statutes, regulations, ordinances of federal, state, and county requirements, and as may be further referenced in this specification. 01010-1 PAGE 6 SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE.CITRUS GOLF CLUBHOUSE . THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 4 - OTHER REQUIREMENTS: 4.1 DIMENSIONS AND MEASUREMENTS: A. Indicated dimensions shall be used instead of. measurements of the drawings by scale. 4.2 CUTTING AND PATCHING OF WORK: A. Except as specified under Divisions 15 and 16 of these specifications, the Contractor shall do all cutting, fitting, and patching using the respective trade involved in the basic installation. for the accommodation -trades :or subcontractors requiring penetration, access, or other accommodation. 4.3 SPECIAL WORDS DRAWING METHODS: A. Where the work "similar" occurs drawings, it shall be used in its general sense and not as meaning identical; and all details shall be worked out in relation to their location and their connection to other parts of the work. B. Where on any drawings a portion of the work is drawn out and the remainder is indicated in the outline, the drawn out parts shall apply also to other like portions of the work. Where ornament or other detail is indicated by the starting only, such details shall be continued throughout the courses or parts in which it occurs and shall also apply to all other similar parts in the work unless otherwise indicated. END OF SECTION 01010-2 PAGE ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01020 - SUMMARY OF WORK The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general .provisions of the Contract including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 WORK COVERED BY CONTRACT DOCUMENTS ':.. A. The Citrus Golf Clubhouse is an existing facility consisting of a subterranean golf cart storage basement and a main level single story Golf Clubhouse. The work covered by these construction documents include the addition of a 2,625 SF attached '. Fitness Center, renovation of approximately 1,000 SF of existing Men's Locker Room into a new Aerobics Room, addition of pairs of doors at the existing Bar space creating a new Private Dining area, and the addition of a new 400 SF Bar Tower ' which will be located off the Main Dining Room. 1. The main level ofthe existing clubhouse building is primarily concrete slab on grade. The existing structure is wood frame construction with cement plaster finish and clay roof tiles. The lower cart storage basement is primarily CMU block construction with a pre -cast concrete plank & concrete topping slab which covers the basement and acts as the 3 -hour separation of the main level above. 2. The new Fitness Center will be attached to the north end of the Men's ' Locker Room and the new Bar Tower will be attached to the west side of the new Dining Room. Both additions will be slab on grade. 3. The future pool (which would be a separate design/build project) is denoted and there are Restrooms shown (133 SF) attached to the west side of the Men's Locker Room to meet the. requirements of the local Health . Department. These Restrooms are part of this contract. B. Contract Documents dated September 15, 2006, were prepared for the Project by Pearson Architects, Inc. (PAI). . 1.3 WORK UNDER OTHER CONTRACTS A. Cooperate fully with separate contractors, if any, so that work under those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. 01020-1 PAGE SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1.4 CONTRACTOR USE OF PREAUSES. A. General: During the construction period the Contractor shall have full use of the premises for construction operations, including use of the site. The Contractor's use of the premises is limited only by the Owner's right to perform work or to retain other contractors on portions of the Project. B. Use of the Site: Limit use of the premises to work in areas indicated. Confine ' operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated. ' 1. Owner Occupancy: Allow for Owner occupancy and use by the public. 2. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the Owner, .the Owner's employees, and ' emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. ' 1.5 OCCUPANCY REQUIREMENTS ' A. Partial Owner Occupancy: The .Owner reserves the tight to occupy and to place and install equipment in completed areas of the building prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such t placing of equipment and partial occupancy shall not -constitute acceptance of the total Work. 1. The Architect will prepare a Certificate of Substantial Completion for each ' specific portion of the Work to be occupied prior to Owner occupancy. 2. Obtain a Certificate of Occupancy from local building officials prior to ' -Owner occupancy. 3. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully completed. Upon occupancy, the Owner will operate and ' maintain mechanical and electrical systems serving occupied portions of the building. 4. Upon occupancy, the Owner will assume responsibility for maintenance and custodial service for occupied portions of the building. 1.6 OWNER - FURNISHED PRODUCTS A. Any Light Fixtures indicated on the Plans as provided `By Owner" shall be ' purchased by Owner and provided to the electrical contractor for installation. All costs associated with power connections and installation of these fixtures is to be included in the electrical contractor's Base Bid. The Work includes providing support systems to receive Owner's equipment, and mechanical and electrical connections. 01020-2 PAGE 9 SPECIFICATIONS FOR A NEW FfTNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. The Contractor shall review shop drawings, product data, and samples and return them to the Architect noting discrepancies or problems anticipated in use of the product. C. The Contractor is responsible for receiving, unloading, and handling Owner- furnished items at the site. D. The Contractor is responsible for protection Owner-furnished items from damage, includingdamage from exposure g p to the elements. The Contractor shall repair or replace items damaged as a result.of his operations. END OF SECTION 01020-3 PAGE 10 SPECIFICATIONS FOR A NEW FITNESS CENTER -AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1 _ SECTION 01027 - APPLICATIONS FOR PAYMENT ' The requirements of the General Conditions and Division 1 apply to all work hereunder. ' PART 1 GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this ' Section. 1.2 SUMMARY ' A. This Section specifies administrative and procedural requirementsovemin the g g Contractor's Applications for Payment. tB. Related Sections: The following Sections contain requirements that relate to this Section. 1. Schedules: The Contractor's Construction Schedule and Submittal Schedule are specified in Division 1 Section "Submittals." ' 1.3 APPLICATIONS FOR PAYMENT ' A. Each Application for Payment shall be consistent with previous applications and payments as certified. by the Architect and Construction Manager and paid for by the Owner. ' 1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and final Application for Payment involve ' additional requirements. B. Each Application for Payment shall be made in accordance with the Project Manger's guidelines. ' C. Applications for Payment shall be made in triplicate to the construction manager for review and processing, A copy shall be forwarded to the Architect for review. The ' Architect is to advise the Construction Manager as to the validity of the requested amount. A Schedule of Values shall be compiled by the Construction Manager and forwarded to the Architect of purposes of review of the Application for Payment and ' other uses. The Schedule of Values shall contain all subcontractor prices. 01027-1 1 PAGE 11 ' SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE MUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA D. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to the Architect by a method ensuring receipt within 24 hours. One copy ' shall be complete, including waivers of lien and similar attachments, when required. 1.. Transmit one copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to the Construction Manager. E. Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanics lien from every entity who is lawfully entitled to file a mechanics lien arising out of the Contract and related to the Work covered by the payment. ' 1. Submit partial waivers on each item for the amount requested, prior to deduction for retaining, on each item 2. When an application shoes completion.of an item, submit final or full waivers. 3. The Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Delays: Submit each Application for Payment with the Contractor's waiver of mechanics lien for the period of construction covered by the application. a. Submit final Applications for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. 5. Waiver Forms: Submit waivers of lien of forms, and executed in a manner, acceptable to the Owner. F. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment. 1. This application shall reflect Certificates of Partial Substantial Completion '. issued previously for Owner occupancy of designated portions of the Work. 2., Administrative actions and submittals that shall precede or coincide with this application include: a. Occupancy permits and similar approvals. b. Warranties (guarantees) and maintenance agreements. c. Test/adjust/balance records. ' d. Maintenance instructions. e. Startup performance reports. f. Changeover information related to Owner's occupancy, use, operation, and maintenance. g. Final cleaning. - h. Application for reduction of retaining and consent of surety. i. Advice on shifting insurance coverage's. j: Final progress photographs. k. List of incomplete Work, recognized as exception to Architect's ' Certificate of Substantial Completion. 01027-2 PAGE 112 SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA G. Final Payment Application: Administrative actions and submittals that must precede or coincide with. submittal of the final Application for Payment include the following: 1. Completion of Project close-out requirements. 2. Completion of items specified for completion after Substantial Completion. 3. Ensure that unsettled claims will be settled. 4. Ensure that incomplete Work is not accepted and will be completed without undue delay. 5. Transmittal of required Project construction record to the Owner. 6. Certified property survey: 7. Proof that taxes, fees, and similar obligations were paid. 8. Removal of temporary facilities and services. 9. Removal of surplus materials, rubbish, and similar elements. 10. Change of door lock to Owner's access. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION (NOT APPLICABLE) END OF SECTION 01027-3 PAGE 13 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01035 - MODIFICATION PROCEDURES The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this . Section. 1.2 SUNIN ARY A. This Section specifies administrative and procedural requirements for handling and processing contract modifications. ' 1. Multiple Prime Contracts: Provisions of this Section apply to the work of each prime contractor. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Allowances" for procedural requirements governing the handling and processing of allowances. 2. Division 1 Section "Unit Prices" for administrative requirements governing use of unit prices. 3. Division 1 Section "Submittals" for requirements for the Contractor's Construction Schedule. 4. Division 1 Section "Application for Payment" for administrative procedures governing Applications for Payment. 5. Division 1 Section :Product Substitutions" for administrative procedures for handling requests for substitutions made after award of the Contract. 1.3 MINOR CHANGES IN THE WORK A. The Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or Contract Time, on AIA Form G710, Architect's Supplemental Instructions. 1.4 CHANGE ORDER PROPOSAL REQUESTS A. Owner -Initiated Proposal Requests: The architect will issue a detailed description of proposed changes in the Work that will require adjustment to the Contract Sum or Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 01035-1 PAGE 14 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA L Proposal requests issued by the Architect are for information only. Do not consider them as instruction either to stop work in progress or to execute the proposed change. 2. Within 20 days of receipt of a proposal request, submit an estimate of cost necessary to execute the change to the Architect for the Owner's review. a. Include a list of quantities of products required and unit costs, with the total amount of purchases to be made. Where requested, fumish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include a statement indicating the effect the proposed change in the Work will have on the Contract Time. - B. Contractor -Initiated Proposals: When latent or unforeseen conditions require modifications to the Contract, the Contractor. may. propose changes by submitting a request for a change to the Architect. 1. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and Contract Time. 2. Include a list of quantities of products required and unit costs. with the total amount of purchases to be made. Where requested, furnish survey data to. substantiate quantities. 3. Indicate applicable taxes, delivery charges,, equipment rental, and amounts of trade discounts. 4. Comply with requirements in Section "Product Substitution" if the proposed change requires substitution of one produce or system for a product or system specified. C. Proposal Request Form: Use A1A Document G709 for change Order Proposal Requests. 1.5 ALLOWANCES ' A. Allowance Adjustment: For allowance -cost adjustment, base each Change Order Proposal on the difference between the actual purchase amount and the allowance, multiplied by the final measurement of work -in-place. Where applicable, include reasonable allowances for cutting. losses, tolerances, mixing wastes, normal product imperfections,. and similar margins. ' L. Include installation costs in the purchase amount only where indicated as part of the allowance. 2. When requested, prepare explanations and documentation to substantiate the margins claimed. . 01035-2 PAGE 15 1 1 SPECIFICATIONS FOR ANEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3. Submit substantiation of a change in scope of work claimed in the Change . Orders related to unit -cost allowances. . 4. The Owner reserves the right to establish the actual quantity of work -in- place by independent quantity survey, measure, or count. B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the.purchase order amount or the Contractor's handling, labor, installation, overhead, and profit. Submit claims within 21 days of receipt of the Change Order of Construction Change Directive authorizing work to proceed. The Owner will reject claims submitted later than 21 days. 1. Do not include the Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in Contract Documents. 2. No change to the Contractor's indirect expense is permitted for selection of higher or lower-priced materials or systems of the same scope and nature as originally indicated. 1.6 'CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: When the Owner and the Contractor disagree on the terms of a Proposal Request, the Architect may issue a Construction Change Directive on AIA Form G714. The Construction change Directive instructs the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. The Construction Change Directive contains a complete description of the change in the Work. It also designates the method to be followed to determine change in the Contract Sum or Contract .Time. B. Documentation: Maintain detailed records on a time and material basis or work required by the Construction Change Directive. 1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. 1.7 CHANGE ORDER PROCEDURES A. Upon the Owner's approval of a Proposal Request, the Architect will issue an Change Order for signatures of the Owner and the Contractor on AIA Form G701. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION (NOT APPLICABLE) END OF SECTION 01035-3 PAGE 16 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01040 - COORDINATION The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. I.2 .SUMMARY A. This Section includes administrative and supervisory: requirements necessary for coordinating construction operations including, but not necessarily limited to, the following: 1 1. General project coordination procedures. 2. Conservation. 3. Coordination Drawings. 4. Administrative and supervisory personnel. 5. Cleaning and protection. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Field Engineering" specifies procedures for field engineering services, including. establishment of benchmarks and control points. 2. Division 1 Section "Project Meetings" for progress meetings, coordination meetings, and pre -installation conferences. 3. Division 1 Section ".Submittals": for preparing and submitting the Contractor's Construction Schedule. 4. Division 1 Section "Materials and Equipment" for coordinating general installation. S. Division 1 Section "Contract Close-out" for coordinating contract close-out. 1.3 COORDINATION A.. Coordination construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation. 01040-1 PAGE 17. ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1. Schedule construction operations in the 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 assure maximum accessibility for required maintenance, service, and repair. 3. Make provisions to accommodate items scheduled for later installation. B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. 1. Prepare. similar memoranda for the Owner and separate contractors where coordination of their work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5.. Project close-out activities.' D. Conservation: Coordination construction operations to assure that operations are carried out with consideration given to conservation of energy, water, and materials. 1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work. 1.4 SUBMITTALS A. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities. Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components. 1. Show the relationship of components shown on separate Shop Drawings. 2. Indicate required installation sequences. 3. Comply with requirements contained in Section " Submittals". B. Staff Names: Within 15 days of commencement of construction operations, submit a list of the Contractor's principal staff assignments, including the superintendent and other personnel in attendance at the Project Site. Identify individuals and their duties ' and responsibilities. List their addresses and telephone numbers. ' SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1. Post copies of the list in the Project meeting room, the temporary field office, and each temporary telephone. ' PART 2 - PRODUCTS OT APPLICABLE ' PART 3 - EXECUTION 3.1 GENERAL COORDINATION PROVISIONS ' A. Inspection of Conditions: Require the Installer of each sP major component to inspect J P both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been convected in an acceptable manner. B. Coordinate temporary enclosures with required inspections and tests to minimize the ' necessity of uncovering completed construction for that purpose. ' 3.2 CLEANING AND PROTECTION A. Clean and protect construction in progress and adjoining material in place, during ' handling and installation. Apply preventive covering where required to assure protection from damage or deterioration at Substantial Completion. B. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects. ' C. 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. Where applicable, ' such exposures include, but are not limited to, the following: 1. Excessive static or dynamic loading: ' 2. Excessive internal or external .pressures. . 3. Excessively high. or low temperatures. 4. Thermal shock. ' 5. Excessively high or low humidity. 6. Air contamination or pollution. 7. Water or ice: ' 8. Solvents. 9.. Chemicals. 10. Light. ' 11. Radiation. 12. Puncture.. 13. Abrasion. 14. Heavy traffic. 01040-3 PAGE 19 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE_WRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA; CALIFORNIA 15. Soiling, staining, or corrosion. 16. Bacteria. 17. Rodent and insect infestation. 18. Combustion 19. Electrical current. 20. High-speed operation. 21. Improper lubrication. 22. Unusual .wear or other misuse. 23. Contact between incompatible materials. 24. Destructive testing. 25. Misalignment. 26. Excessive weathering. 27. Unprotected storage. 28. Improper shipping or handling. 29. Theft. END OF SECTION 01040-4 PAGE 20 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01045 - CUTTING AND PATCHING ' The requirements of the General Conditions and Division 1 apply to all work hereunder. ' PART 1- GENERAL 1.1 RELATED DOCUMENTS ' A. Drawings and general provisions of the Contract', including General and Supplementary Conditions and other Division ,l Specification Section, apply to this ' Section. 1.2 SUNEM ARY A. This Section includes administrative and procedural requirements for cutting and patching. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Coordination" for procedures for coordinating cutting and patching with other construction activities. 2. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. a. Requirements of this Section apply to mechanical and electrical installations. Refer to Division 15 Sections for other requirements and limitations applicable to cutting and patching mechanical and: electrical installations. 1.3 SUBMITTALS . A. Cutting and Patching Proposal: Submit a proposal describing procedures well in advance o the time cutting and patching will be performed if the Owner requires approval of these procedures before proceeding. Request approval to proceed. Include the following information, as applicable, in the proposal: 1. Describe the extent of cutting and patching required. Show how it will be performed and indicate why it cannot be avoided. 2. Describe anticipated results in terms of changes to existing construction. Include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements. 3. List products to be used and firms or entities that will perform Work. 4. Indicate dates when cutting and patching will be performed. 5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out -of -service. Indicate how long service will be disrupted. . 01045-1 PAGE 21 . SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA GUINTA, CALIFORNIA 6. Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of . reinforcement. 7. Approval by the Architect to proceed with cutting and patching does not waive the Architect's right to later require complete removal and replacement of unsatisfactory work. 1.4 QUALITY REASSURANCE A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load -carrying capacity or load -deflection ratio. ' 1. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements: a. Foundation construction b. Bearing and retaining walls c. Structural concrete d. Structural steel e. Lintels f. Timber and primary wood framing g. Structural decking, h.. Stair systems i. Miscellaneous structural metals j. .:. Exterior curtain -wall cont4ruction k. Equipment supports 1. Piping, ductwork, vessels, and equipment in. Structural systems of special construction in Division 13 Sections. B. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a. manner that would result in. increased maintenance or decreased operational life or safety. 1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems: a. Primary operational systems and equipment b.. Air or smoke barriers c. Water, moisture, or vapor barriers d. Membranes and flashings e. Fire protection systems f. Noise and vibration control elements and systems g. Control systems h. Communication systems i. Conveying systems j. Electrical wiring systems k. Operating systems of special construction in Division 13 Sections 01045-2 PAGE 22 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF'CLUBHOUSE THE CITRUS COUNTRY CLUB, LA.QUINTA; CALIFORNIA C. Visual Requirements: Do.not cut and patch. construction exposed on the exterior or in occupied spaces in a.manner that would, in the Architect's opinion, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction cut and patched in a visually unsatisfactory manner. 1. If possible retain the original Installer or fabricator to cut and patch the exposed Work listed below. If it is impossible to engage the original Installer or fabricator, engage another recognized experienced and specialized firm. a. Processed concrete finishes b. Stonework and stone masonry c. Ornamental metal d. Matched -veneer woodwork e. Preformed metal panels £ Firestopping g. Window wall system h. Stucco and ornamental plaster i. Acoustical ceilings j. Terrazzo k. Finished wood flooring 1. Fluid -applied flooring m. Carpeting n. Wall covering . o. HVAC enclosures, cabinets, or covers. 1.5 WARRANTY A. Existing Warranties: Replace, patch, and repair material and surfaces cut or damaged by methods -and with materials in such a manner as. not to void any. warranties required or existing. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extentpossible if identical materials are unavailable or cannot be used. Use materials whose installed performance will equal or surpass that of existing materials. B. Plaster: Comply with ASTM C 842. 1. Base Coat: Ready -mixed, sand aggregate gypsum plaster base. 2. Finish Coat: Ready -mixed gypsum finish plaster. 01045-3 PAGE 23 . ' . SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 3 - EXECUTION ' 3.1 INSPECTION A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting. If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding. 1. Before proceeding, meet at the Project Site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 3.2 PREPARATION A. Temporary Support: Provide temporary support of work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions fororti p ons of the. Project that might be exposed during cutting and patching operations. C. Avoid interference with use of adjoining areas or interruption of freeassa a to P g adjoining areas. F" D. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. 3.3 PERFORMANCE A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. 1. Cut existing construction to provide for installation of other components of performance of other construction activities and the subsequent fitting and . patching required to restore surfaces to their original condition. B. Cutting: Cut existing construction using methods least likely to damage elements ' retained or adjoining construction. Where possible, review ro osed procedures P P with the original Installer; comply with the original Ins5taller's recommendations. '. 1. In general, where cutting, use hand or small power tools designed for sawing .or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent .' surfaces. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. . 01045-4 PAGE 24 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3. Cut through concrete and masonry using a cutting machine, such as a Carborundum saw or a diamond -core drill. ' 4. Comply with requirements of applicable Division 2 Sections where.cutting and patching requires excavating and backfilling. 5. Where services are required to be removed, relocated, or abandoned, by-pass ' utility services, such as pipe or conduit, before cutting. Cut-off pipe or conduit in walls or partitions to be removed. Cap; valve, or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other ' foreign matter after by-passing and cutting. C. Patching: Patch with durable seams that are as invisible as possible. Comply with ' specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of ' patching and refinishing. 3. Where removing walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even ' surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs, in a smooth painted surface, extend final pain coat over entire unbroken surface containing the patch after the area has received primer and second coat. 4. Patch, repair, or re -hang existing ceilings as necessary to provide and even - plane surface.of uniform appearance. D. Plaster Installation: comply with manufacturer's instructions and install thickness and coats as indicated. 1. Unless otherwise indicated, provide 3 -coat work. 2. Finish gypsum plaster to match existing adjacent surfaces., Sand lightly to remove trowel marks and arises. 3.. Cut, patch, point -up, and repair plaster to accommodate other construction. 3.4 CLEANING A.. Clean areas and spaces where cutting and patching are'performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. END OF SECTION 01045-5 PAGE 25 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA . SECTION 01050 - FIELD ENGINEERING The requirements of the General Conditions and Division. It apply to all work hereunder. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. General: This Section specifies administrative and procedural requirements for field . engineering services including, but not limited to, the following: 1. Land survey work 2. Civil -engineering services 3. Damage surveys 4. Geotechnical monitoring B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Coordination" for procedures for coordinating field engineering with other construction activities. 2. Division 1 Section "Submittals" for submitting Project record surveys 3. Division 1 Section "Project Close-out" for submitting final property survey with Project Record Documents and recording of Owner -accepted deviations from indicated lines and levels. 1.3 SUBMITTALS ' A. Certifications: Submit a certificate signed by the land surveyor or professional engineer certifying the location and elevation of improvements. B. Final Property Survey: Submit 10 copies of the final property survey. 1. C. Project Record Documents: Submit a record of Work performed and record survey data as required under provisions of "Submittals" and "Project Close-out' Sections. SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1.4 QUALITY ASSURANCE A. Surveyor Qualifications: Engage a land surveyor registered in the state where the Project is located, to perform required land -surveying services. B. Engineer Qualifications: Engage an engineer of the discipline required, licensed in the state where the Project is located, to perform required engineering services. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION 3.1 EXAMINATION A. Identification:. The. Owner will identify existing control points and property line corner stakes. B. Verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks, before proceeding to lay out the Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction. 1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points or requirements to relocate reference points because of necessary changes in grades or locations. 2. Promptly replace lost or destroyed Project control points. Base replacements on .the original survey control points. C. Establish and maintain a minimum of 2 permanent benchmarks on the site, referenced to data established by survey control points. 1. Record benchmark locations, with horizontal and vertical data; on Project Record Documents. D. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction. 1. Prior to construction, verify -the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water -service piping. 01050-2 PAGE 27 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3.2 PERFORMANCE A. Work form lines and levels established by the property survey. Establish benchmarks and markers to set lines and levels at each story of construction and elsewhere as needed to located each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. 1. Advise entities engaged in construction activities of marked lines and levels provided for their use. 2. As construction proceeds; check every major element for line, level, and plumb. B. Surveyor's Log: Maintain a surveyor's log of control and other survey work. Make this log available for reference. 1.. Record deviations from required lines and levels, and advise the Architect when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected. 2. On completion of foundation walls, major site improvements, and other work requiring field -engineering services, prepare a certified survey showing dimensions, locations, angles, and elevations of construction and site work. C. Site Improvements: Locate and lay out sit a improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels, and control lines and levels required for mechanical and electrical work. E. Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction. F. Final Property Survey: Prepare a final property survey showing significant features (real property) for the Project. Include on the survey a certification, signed by the surveyor, that principal metes, bounds, lines, and levels of the Project are accurately positioned as shown on the survey. 1. .Recording: At Substantial Completion, have the final property survey recorded by or with local governing authorities as the official "property survey' . END OF SECTION 01050-3 1. t.: PAGE 28 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01200 - PROJECT MEETINGS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUNM"Y A. This Section specifies administrative and procedural requirements for project meetings, including, but not limited to, the following: 1. Reconstruction conferences 2. Pre -installation conferences 3. Progress meetings 4. Coordination meetings B. Project meetings are to be established by the Construction Manager. 1.3 PRECONSTRUCTION CONFERENCE A. Schedule a reconstruction conference before starting construction, at a time convenient to the Owner and the Architect, but no later than 15 days after execution of the Agreement. Hold the conference at the Project Site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. B. Attendees: Authorized representatives of the Owner, Architect, and their consultants; the Contractor and its superintendent; major subcontractors; manufactures; suppliers; and other concerned parties shall attend the conference. All, participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work. C. Agenda: Discuss items of significance that could affect progress, including the following: 1. Tentative construction schedule 2. Critical work sequencing 3. Designation of responsible personnel 4. Procedures for processing field decisions and Change Orders 5. Procedures for processing Applications for Payment 6. Distribution of Contract Documents 7. Submittal of Shop Drawings, Product Data, and Samples 01200-1 PAGE 29 ' SPECIFICATIONS FOR ANEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE:CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA .8. Preparation of record documents 9. Use of the premises 10. Parking availability 11. Office, work, and storage areas 12. Equipment deliveries and priorities 13. Safety procedures 14. First aid 15. Security 16. Housekeeping 17. Working hours 1.4 PREINSTALLATION CONFERENCES A. Conduct a pre -installation conference at the Project Site before each construction activity that requires coordination with other construction. B. Attendees: The Installer and representatives of manufactures and fabricators involved in or affected by the installation, and its coordination or integration with other materials andinstallations that have preceded or will follow, shall attend.the meeting. Advise the Architect of scheduled meeting dates. 1. Review the progress of other construction activities and preparations for the particular activity under consideration at each pre -installation conference, including requirements for the following: a. Contract Documents b. Options c. Related Change Orders d. Purchases e. Deliveries f. Shop Drawings, Product Data, and quality -control samples g. Review of mockups h. Possible conflicts i. Compatibility problems j. Time schedules k. Weather limitations 1. Manufacturer's recommendations in. Warranty requirements n. Compatibility of materials o. Acceptability of substrates p. Temporary facilities q. space and access limitations r. Governing regulations s. Safety t. Inspecting and testing requirements u. Required performance results v. Recording requirements 01200-2 PAGE 30 ' SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 2. Record significant discussions and agreements and disagreements of each conference, and the approved schedule. Promptly distribute the record of the ' meeting to everyone concerned, including the Owner and the Architect. 3. Do not proceed with the installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to ' performance of Work and reconvene the conference at the earliest feasible date. ' 1.5 PROGRESS MEETINGS A. Conduct progress meetings at the Project Site as scheduled by Construction ' Manager. Notify the Architect of scheduled meeting dates. Coordinate dates of meetings with preparation of the payment request. ' B. Attendees: In addition to representatives of the Owner and the Architect, each subcontractor, supplier, or 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 conference shall be familiar with the Project and authorized to conclude matters relating to the Work. ' C. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project. ' 1. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's ' Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule ' revisions are required to insure that current and subsequent activities will be completed within the Contract Time. 2. Review the present and future needs of each entity present, including the ' following: a. Interface requirements b. Time ' c. Sequences d. Status of submittals e. Deliveries ' f, Off-site fabrication problems g. Access h. Site utilization ' i. Temporary facilities and services j. Hours of work k. Hazards and risks ' 1. Housekeeping in. Quality and work standards n. Change Orders ' 01200-3 PAGE 31 1 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA D. Reporting: No later than '3 days after each meeting, distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meetings and report. 1. Schedule Updating: Revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting. 1.6 COORDINATION MEETINGS A. Conduct project coordination meetings at regular intervals convenient for all parities involved. Project coordination meetings are in addition to specific meetings held for other purposes, such as regular progress meetings and special pre -installation meetings. B. Request representation at each meeting by every party currently involved in coordination or planning for the construction activities involved. C. Record meeting results and distribute copies to everyone in attendance to others affected by decisions or actions resulting from each meeting. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION (NOT APPLICABLE) O PAGE 32 END OF SECTION 012004 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01300 - SUBMITTALS ' The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1- GENERAL ' 1.1. RELATED DOCUMENTS ' A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification .Sections, apply to this Section. ' 1.2 SUMMARY ' A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following: ' 1. Product Data 2. Samples 3. Quality assurance submittals ' 1.3 SUBMITTAL PROCEDURES ' B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.. ' 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittal, and related activities that require sequential activity. ' 2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination. ' a. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until all related submittals are received. ' 1. Processing: To avoid the need to delay installation as a result of the time required to process submittals, allow sufficient time for resubmittals. ' a. Allow 2 weeks for initial review. Allow additional time if the Architect must delay processing to permit coordination with subsequent submittals. ' b. If an intermediate submittal is necessary, process the same as the initial submittal. c. Allow 2 weeks for reprocessing each submittal. 01300-1 PAGE 33 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA d. No extension of Contract Time will be authorized because of failure to transmit submittals to the Architect sufficiently in advance of the ' Work to permit processing. C. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared 3each_ submittal on the label or title block 1. Provide a space approximately 4 by 5 inches (100 by 125 mm) on the label or beside the title block on Shop. Drawings to record the Contractor's review and approval markings and the action taken. 2. include the following information on the label for processing and recording action taken. a. Project name b. Date c. Name and address of the Architect d. Name and address of the Contractor e. Name and address of the subcontractor f. Name and address of the supplier g. Name of the manufacturer h. Number and title of appropriate Specification Section i. Drawing number and detail references, as appropriate. D. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from the Contractor to the Architect using a transmittal form. The Architect will not accept submittals received from sources other than the Contractor. 1. On the transmittal, record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including variations and limitations. Include Contractor's certification that information complies with Contract Document requirements. 2. Transmittal Form: Use AIA Document G810. 1.4 PRODUCT DATA A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams, and performance curves. 1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information. Include the following information: a. Manufacture's printed recommendations b. Compliance with trade association standards 01300-2 PAGE 34 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA c. Compliance with recognized testing agency standards d. Application of testing agency labels and seals e. Notation of dimensions verified by field measurement f. Notation of coordination requirements 2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed., P 3. Preliminary Submittal: Submit a preliminary single copy of Product Data where selection of option is required. -4. Submittals: Submit2 copies of 3each required submittal; submit 4 copies where required for maintenance manuals. The Architect will retain one and will return the other marked with action taken and corrections or modifications required. a. Unless non compliance with Contact Document provisions is observed, the submittal may serve as the final submittal. 5. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufactures, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms. 1.5 SAMPLES A. Submit full-size, fully fabricated Samples cured and finishes as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. 1. Mount or display Samples in the manner to facilitate review of qualities indicated. Prepare Samples to match the Architect's sample. Include the following: a. Specification Section number and reference. b. Generic description of the Sample c. Sample source d. Product name or name of the manufacturer e. Compliance with recognized standards 2. Submit Samples for review of size, kind, color, pattern, and texture. Submit Samples for a final check of these characteristics with other elements and a comparison of these characteristics between the finalsubmittal and the actual component as delivered and installed. a. Where variation in color, pattern; texture, or other characteristic is inherent in the material or product represented, submit at least 3 multiple units that show approximate limits of the variations. b. Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics. 01300-3 PAGE 35 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA c. Refer to other Sections for Samples to be returned to the Contractor for use. On the transmittal, indicate special requests regarding disposition of Sample submittals. d. Owner's property, are the property of the Contractor and shall be removed from the site prior to Substantial Completion. 3. Preliminary Submittals: Submit a full set of choices where Samples are submitted for selection of color, pattern, texture, or similar characteristics from a range of standard choices. 4. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation; and similar characteristics, submit 3 sets. The Architect will return one set marked with the action taken. 5. Maintain sets of Samples, as returned, at the Project Site, for quality comparisons throughout the course of construction. a. Unless noncompliance with Contract Document provisions is observed,.the submittal may serve as the final submittal. b. Sample sets may be used to obtain final acceptance of the construction associated with each set. B. Distribution of Samples: Prepare and distribute additional sets to subcontractors, manufacturers, fabricators, suppliers, installers, and others as required for performance of the Work. Show distribution on transmittal forms. 1. Field samples are full-size examples erected on-site to illustrate finishes, coatings, or ,finish materials and to establish the Project standard. a. Comply with submittal requirements to the fullest extent possible. Process transmittal forms to provide a record of activity. 1.6 QUALITY ASSURANCE SUBMITTALS A. Submit quality -control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality -control submittals as required under other Sections of the Specifications. B. Certifications: Where other Section of the Specifications require certification that a product, material, or installation complies with specified requirements,q submit a notarized certification from the manufacturer certifying compliance with specified requirements. 1. Signature: Certification shall be signed by an officer of the manufacturer or other individual authorized to sign documents on behalf of the company. C.' Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies are specified in Division 1 Section "Quality Control." 01300-4 PAGE 36 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADMION FOR THE MRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1.7 ARCHITECT'S ACTION A. Except for submittals for the record or information, where action and return is required, the Architect will review each submittal, mark to indicate action taken, and return promptly. 1 Compliance with specified characteristics is the Contractor's responsibility. B. Action Stamp: The Architect will .stamp each submittal with a uniform, action stamp. The Architect Will mark the stamp appropriately to indicated the action taken, as follows: 1. Final Unrestricted Release: When the Architect marks a submittal "Approved," the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance: 2. Final -But -Restricted Release: When the Architect marks a submittal "Approved as Noted"; the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Coritract Documents. Final payment depends on that compliance. 3. Returned for Resubmittal: When the Architect marks a submittal "Not Approved, Revise and Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations; resubmit without delay. Repeat if necessary to obtain different action mark. a. Do not use, or allow others to use, submittals marked 'Not Approved, Revise and Resubmit" at the Project Site or elsewhere where Work is in progress. 4. Other Action: Where a submittal'is for information or record purposes or special processing or other activity, the Architect willreturn the submittal marked "Action Not Required". C. Unsolicited Submittals: The Architect will return submittals to the sender without action. PART 2 - PRODUCTS (NOT APPLICABLE) . PART 3 - EXECUTION (NOT APPLICABLE) END OF SECTION 01300-5 PAGE 37 SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01400 - QUALITY CONTROL ' The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1- GENERAL r 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality -control services. B. Quality -control services include inspections; tests, and related actions, including reports performed by Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement activities performed by Architect. C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance'with Contract Document requirements. D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products. L' Specific quality -control requirements for individual construction activities are specified in the. Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified inspections, tests, and related actions do not limit Contractor's quality -control procedures that facilitate compliance with Contract Document requirements. E. Related Sections: The following Sections contain requirements that relate to this - Section: 1. Division 1 Section "Cutting and Patching" specifies requirements for repair and restoration of construction disturbed by inspection and testing activities. 2. Division I Section "Submittals" specifies requirements for development of a schedule of required tests and inspections. - 01400 -1 PAGE 38 ' R ' SPECIFICATIONS FOR A NEW FITNESS.CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB,. LA QUINTA, CALIFORNIA 1.3 RESPONSIBILITIES ' A. Contractor Responsibilities: Unless otherwise indicated as the responsibility of another identified entity, Contractor shall provide inspections, tests, and other quality -control services specified elsewhere in the Contract Documents and required ' by authorities having jurisdiction. Costs for these services are included in the Contract Sum. ' 1. Where individual Sections specifically indicate that certain inspections, tests, and other quality -control services are the -Contractor's responsibility, the Contractor shall employ and pay a qualified independent testing agency ' to perform quality -control services. Costs for these services are included in the Contract Sum. 2. Where individual Sections specifically indicate that certain inspection, tests, ' and other quality -control services are the Owner's responsibility, the Owner will employ and pay a qualified independent testing agency to perform those services. ' 3. Where individual Sections specifically indicate that certain inspections, tests, and other quality -control services are the Owner's responsibility, the Owner will engage the services of.a qualified independent testing agency to ' perform those services. Payment for these services will be made from the Inspection and Testing Allowance, as authorized by Change Orders. ' a. Where the Owner has engaged a testing agency for testing and inspecting part of the Work, and the Contractor is also required to engage an entity for the same or related element, the Contractor shall ' not employ the entity engaged by the Owner, unless agreed to in writing by the Owner. B. Re -testing: The Contractor is responsible for re -testing where results of inspections, tests, or other quality -control services prove unsatisfactory and indicate noncompliance. with Contract Document requirements, regardless of whether the original test was Contractor's responsibility. ' _1. The cost of re -testing instruction, revised or replaces b the Contractor, p yis the Contractor's responsibility where required tests performed on original ' construction indicated noncompliance with Contract Document requirements. ' C. Associated Services: Cooperate with agencies performing required inspections. Tests, and similar.services, and provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to.permit assignment of ' personnel. Auxiliary services required include, but are not limited to, the following: 1. Provide access to the Work 2. Furnish incidental labor and facilities necessary to facilitate inspections and tests 01400-2 PAGE 39 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3. Take adequate quantities of representative samples of materials that require testing or assist the agency in taking samples ' . 4. Provide facilities for storage and curing of test samples 5. Deliver samples to testing laboratories 6.Provide the agency with a preliminary design mix proposed for use for materials mixed that require control by the testing agency. 7. Provide security and protection of samples and test equipment at the Project Site. D. Duties of the Testing Agency: The independent agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual Sections shall cooperate with the Architect and the Contractor in performance of the agency's duties. The testing agency shall provide qualified personnel to perform required inspections and tests. 1. The agency shall notify the Architect and the Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. The agency is not authorized to release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any portion of the Work. 3. The agency shall not perform any duties of the Contractor. E. Coordination: Coordinate the sequence of activities to accommodate required services with a minimum of delay. Coordinate activities to avoid the necessity or removing and replacing construction to accommodate inspections and tests. .. I. The Contractor is responsible for scheduling times for inspections, tests, taking samples, and similar activities. 1.4 SUBMITTALS A. Unless the Contractor is responsible for this service, the independent testing agency shall submit a certified written report, in duplicate, of each inspection, test, or similar service to the Architect. If the Contractor is responsible for the service, submit a certified written report, in duplicate, of each inspection, test, or similar service though the Contractor. 1. Submit additional copies of each written report directly to the governing authority, when the authority so directs. 2. Report Data: Written reports of each inspection, test, or similar service include, but are not limited to, the following: a. Date of issue b. Project title and number 01400-3 1 PAGE 40 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA c. Name, address, and telephone number or testing agency d. Dates and locations of samples and test or inspections e. Names of individuals making the inspection or test f. Designation_ of the Work and. test method g. Identification of product and Specification Section h. Complete inspection or test data i. Test results and an interpretation of test results j. Ambient conditions at the time of sample taking and testing k. Comments or professional opinion on whether inspected or tested Work complies with Contract Document requirements. 1. Name and signature of laboratory inspector in. Recommendations on re -testing 1.5 QUALITY ASSURANCE A. Qualifications for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, that are prequalifies as complying with the American Council of Independent Laboratories' "Recommended Requirements for Independent Laboratory Qualification" and that specialize in the types of inspections and tests to be performed. 1. Each independent inspection and testing agency:engaged on the Project shall be authorized by authorities having jurisdiction to operate in the state where the Project is located. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION 3.1 REPAIR AND PROTECTION A. General: Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and restore substrates and finishes. Comply with Contract Document requirements for Division 1 Section "Cutting and Patching". B. Protect construction exposed by or for -quality -control service activities, and protect repaired construction. C. Repair and protection is Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services. END OF SECTION 01400-5 PAGE 41 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01421- REFERENCE STANDARDS AND DEFINITIONS ' The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1- GENERAL 1.1 RELATED DOCUMENTS. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS ■ A. General: Basic contract definitions are included in the Conditions of the Contract. B. "Indicated": The term "indicated" refers to graphic representations, notes, or 1 schedules on the DrawingP s; or to other paragraphs or schedules in the Specifications and similar requirements in the Contract Documents: Terms such as "shown", "noted", "scheduled", and "specified", are used to help the user locate the reference. Location is not limited.. C. "Directed": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by the Architect, requested by the Architect, and similar phrases. ■ D. "Approved": The term "approved", when used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. E. "Regulations": The term regulations includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": The term "famish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation., and similar operation. G. "Install": The term "install" describes operations at the Project site including the actual unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": The term "provide" means to furnish and install, complete and ready for the intended use. 01421-1 PAGE 42 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDRION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA I. "Installer": An installer is the Contractor..or another entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, to ' perform a particular construction activity, including installation, erection, application, or similar operations. Installers are required to be experienced in t he ' operations they are engaged to perform. 1. The term "experienced," when used with the term "installer," means having successfully completed a minimum of fiveprevious projects similar in size ' and scope to this Project; being familiar with the special requirements indicated; and having complied with requirements of authorities having jurisdiction. ' 2. Trades: Using a term such as "carpentry" does not imply that certain ' P Y construction activities must be performed by accredited or unionized ' individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding generic names. 3. Assigning Specialists: Certain Sections of the Specifications require that specific construction activities shall be performed by specialists who are ' recognized experts in those operations. The specialists must be engaged for those activities, and their assignments are requirements over which the Contractor has no option. However, the ultimate responsibility for fulfilling ' contract requirements remains with the Contractor. a. This requirement shall not be interpreted to conflict with enforcing building codes and similar regulations governing the Work. It is also, ' not intended to interfere with local trade -union jurisdictional settlements and similar conventions. . ' J. "Project site" is the space available to the Contractor for performing construction activities, either exclusively or in conjunction with others performing other work as part of the Project: The extent of the Project site is shown on the Drawings and may ' or may not be identical with the description of the land on which the Project is to be built'. K. "Testing Agencies": A testing agency is an independent entity engaged to perform ' specific inspections or tests; either at the Project site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests. ' 1.3 . SPECIFICATION FORMAT AND CONTENT EXPLANATION ' A. Specification Format: These Specifications are organized into Divisions and Sections based on the 16 -division. format and CSI/CSC's "Master Format" numbering system. SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. Specification Content: These 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. Abbreviated Language: Language used in the Specifications and other . Contract Documents is abbreviated. Words and meanings shall be interpolated as the sense requires. Singular words shall be interpreted as plural and plural words interpreted as singular where.applicable as the context of the Contract Document indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the Section Text, subjective language is used for clarityto describe responsibilities that must be fulfilled indirectly by the Contractor or by others when so noted. a. 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. 1.4 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 be reference. B. Publication Dates: Comply with standards in effect as of the date of the Contract Documents. C. Conflicting Requirements: Where 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 uncertainties and requirements that are different, but apparently equal, to the s . Architect for a decision before proceeding. ■.; 1. 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 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 the requirements. Refer uncertainties to the t Architect for a decision before proceeding. D. Copies of Standards: Each entity engaged in construction on the Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 01421-3 PAGE" SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1. Where copies of standards are needed to perform a required construction activity, the Contractor shall obtain copies directly from the publication source and make them.available on request. E. Abbreviations and Names: Trade association names and -titles of general standards are frequently abbreviated. Where abbreviations and. acronyms are used in the Specifications or other Contract Documents, they mean recognized name of the trade association, standards -producing organization, authorities having jurisdiction, or other entity applicable to the context of the text provision. Refer to Gale Research's "Encyclopedia of Associations" or Columbia Books' National Trade & Professional Associations of the U.S.," which are available in most libraries. 1.5 GOVERNING REGULATIONS AND AUTHORITIES A. Copies of Regulations: Obtain copies of the following regulations and retain at the Project site to be available fore reference by parities who have a reasonable need: 1.6 SUBMITTALS A. Permits, Licenses, and Certificates: For the 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: END OF SECTION 01421-4 PAGE 45 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01600 - MATERIALS AND EQUIPMENT The requirements of the General Conditions and Division 1 apply to all work hereunder. . PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUAMARY A. This Section includes administrative and procedural requirements governing the Contractor's selection of products for use in the Project. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Reference Standards and Definitions" specifies the applicability of industry standards to products specified. 2. Division. l Section "Submittals" specifies requirements for submittal of the Contractor's Construction Schedule and the Submittal Schedule. 3. Division 1 Section "Substitutions" specifies administrative procedures for handling requests for substitutions made after award of the Contract. 1.3 DEFINITIONS A. Definitions used in this Article are not intended to change the meaning of other terms used in the Contract Documents, such as "specialties," "systems," "structure," "finishes," accessories," and similar terms. Such terms are self-explanatory and have well-recognized meanings in the. construction industry. 1. "Products" are items purchased for incorporation in the Work, whether purchased for the Project of taken from.previously purchased stock. The term "product" includes the terms "material," "equipment,' "system," and terms of similar intent. a. "Named Products" are items identified by the manufacturer's product name, including make or model number or other designation, shown or listed in the manufacturer's published product literature, that is current as of the date of the Contract Documents. 01600-1 PAGE 46 ' SPECIFICATIONS FOR ANEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA b. "Foreign Products," as distinguished from "domestic products," are ' items substantially manufactured (50 percent or more of value) outside the United States and its possessions. Products produces or supplied by entities substantially owned (more than 50 percent) by ' persons who are no t citizens of, nor living within; the United States and its possessions are also considered to be foreign products. ' 2. "Materials" are products substantially shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. 3. "Equipment" is a product with operational parts, whether motorized or ' manually operated, that required service connections, such as wiring or piping. 1.4 SUBMITTALS A. Product List: A list of products required is included at the end of this Section. Prepare a schedule in tabular form showing each product listed. Including the manufacturer's name and proprietary product names for each item listed. B. Product. List: Prepare a list showing products specified in tabular form acceptable to the Architect. Include generic names of products required. Include the. manufacturer's name and proprietary product names for each item listed. 1. Coordinate product list with the Contractor's Construction Schedule of Submittals. 2.. Form: Prepare product list with information on each item tabulated under the following column headings:. a. Related Specification Section number. b. Generic name used in Contract Documents. c. Proprietaryname, model number, and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. f. Installer's name and address. g. Projected delivery date or time span of delivery period. 3. Initial'Submittal: Within 30 days after date of commencement of the Work, submit 3 copies of an initial product list. Provide a written explanation for omissions of data and for known variations from Contract requirements. a.. At the Contractor's option, the initial submittal may be limited to product selections and designations that must be established early in the Contract period. 01600-2 PAGE 47 ' SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 4. Completed List: Within 60 days after date of commencement of the Work, submit 3 copies of the completed product list: Provide a written explanation for omissions of data and for known variations from Contract requirements. 5. Architect's Action: The Architect will respond in writing to Contractor within 2 weeks of receipt of the completed product list. No response within this period constitutes no objection to listed manufacturers or products but does not constitute a waiver of the requirement that products comply with Contract Documents. The Architect's response will include a list of Ir unacceptable product selections, containing a brief explanation of reasons . for this action. 1.5 QUALITY ASSURANCE , A. Source Limitations: To the fullest extent possible, provide products of the same kind from a single source. " 1: When specified products are available only from sources that do not, or cannot, produce a quantity adequate to complete project requirements in a timely manner, consult with the Architect to determine the most important product qualities before proceeding. Qualities may include attributes, such . as visual appearance, strength, durability, or compatibility. When a• determination has-been made, select products from sources producing products that possess these qualities, to the fullest extent possible. B. Compatibility of Options: When the Contractor is given the option of selecting between 2 or more products for use on the Project, the Project, the product selected shall be compatible with products previously selected, even if previously selected products were also options. 1. - Each prime contractor is.responsible for providing products and construction methods that are compatible with products and construction methods of other prime or separate contracts. 2. If a dispute arises between prime contractors over concurrently selectable, but incompatible products, the Architect will determine which products shall be retained and which are incompatible and must be replaced. C. Foreign Product Limitations: Except under one or more of the following conditions, provide domestic.products, not foreign products, for inclusion in the Work: 1. No available domestic product complies with the Contract Documents. 2. Domestic products that comply with the Contract Documents are available only at prices or terms substantially higher than foreign products that comply with the Contract Documents. D. Nameplates: Except for required labels and operating data, do not attach or imprint manufacturer's or producer's nameplates or trademarks on exposed surfaces of ' products that will be exposed to view in occupied spaces or on the exterior. 01600-3 PAGE 48 ' SPECIFICATIONS.FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1. Labels: Locate required product labels and stamps on concealed surfaces or where required for observation after installation, on accessible surfaces that ' are not conspicuous. 2. Equipment nameplates: Provide a permanent nameplate on each item of ' service -connected or power -operated equipment. Locate on an easily accessible surface that is inconspicuous in occupied spaces. The nameplate shall contain the following information and other essential operating data: ' a. Name of product and manufacturer. b. Model and serial number. c. Capacity. d. Speed e. Ratings ' 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products according to the manufacturer's ' recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. ' 1. Schedule delivery to minimize long-term storage at the site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to assure minimum holding time ' for itern.s that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to the site in an undamaged condition in the manufacturer's ' original sealed container or other packaging system, compete with labels and instructions for handling, storing, unpacking, .protecting, and installing. 4. Inspect products upon delivery to ensure compliance with the Contract ' Documents and to ensure that products are undamaged and properly protected. 5. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. ' 6. Store heavy materials away from the Project structure in a manner that will not endanger the supporting construction. 7. Store products subject to damage by the elements above ground, under cover ' in a weather tight enclosure, with ventilation adequate to prevent ondensation. Maintain temperature and humidity within range required by manufacturer's instructions. 'PART.2-PRODUCTS ' 2.1 PRODUCT SELECTION. A. General Product Requirements: Provide products that comply with the Contract ' Documents, that are undamaged and, unless otherwise indicated, new at the time of installation. 01600-4 PAGE 49 SPECIFICATIONS FOR A NEW MESS CENTER AND BAR AMMON FOR THE MUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1. Provide products complete with accessories, trim, finish, safety guards, and other devices and details needed for a complete installation and the intended use and effect. 2. Standard Products: Where available; provide standard products of types that have been produced and used successfully in similar situations on the projects. B. -Product Selection Procedures: The Contract Documents and governing regulations govern product selection. Procedures governing product selection include the following: 1. Proprietary Specification Requirements: Where Specifications name only a single product or manufacturer, provide the product indicated. No substitutions will be permitted. 2. Semiproprietary Specification Requirements: Where Specifications name 2 or more products or manufacturers, provide one of the products indicated. No substitutions will be permitted. a. Where Specifications specify products or manufacturers by name, accompanied by the term "or equal" or "or approved equal," comply with the Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product. 3. Nonproprietary Specifications: When Specifications list. products or manufacturers the tare available and may be incorporated in the Work, but do not restrict the Contractor to use of these products only, the Contractor may propose any available product that complies with the Contact requirements. Comply with Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product. 4. Descriptive Specification Requirements: Where Specifications describe a product or assembly, listing exact characteristics required, with or without use of a brand or trade name; provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements. 5. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide .products that comply with these requirements and are recommended by the manufacturer for the application indicated. a. Manufacturer's. recommendations maybe contained in published product literature or by the manufacturer's certification of performance. 6. Compliance with Standards, Codes, and Regulations: Where Specifications only require compliance with an imposed code, standard, or regulation, select a product that complies with the standards, codes, or regulations specified. 01600-5 PAGE 50 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA T. Visual Matching: Where Specifications require matching an established Sample, the Architect's decision will be final on whether a proposed product matches satisfactorily. a. Where no product available within the specified category matches satisfactorily and complies with other specified requirements, comply with provisions of the Contract Documents concerning "substitutions" for selection of a matching product in another product category. 8. Visual Selection: Where specified product requirements include the phrase "...as selected from manufacturer's standard colors, patterns, textures..." or a similar phrase, select a product and manufacturer the complies with the other specified requirements. The Architect will select the color, pattern, and texture from the product line selected. 9. ' Allowances: Refer to individual Specification Sections and "Allowance" provisions in Division one for allowances that control product selection and for procedures required for processing such selections. PART 3-EXECUTI6N 3.1. INSTALLATION -OF PRODUCTS A. Comply with manufacturer's instructions and recommendation for installation of products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other Work. 1. Clean exposed surfaces and protect as necessarylo ensure freedom from damage and deterioration at time of Substation Completion. END OF SECTION 01600-6 PAGE 51 ' SPECIFICATIONS FOR A NEW FRNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01631 -SUBSTITUTIONS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contact, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A This Section includes administrative and procedural requirements for handling requests for substitutions made after award of the Contract. 1. Multiple Prime Contracts: Provisions of this section apply to the construction activities of each prime contractor. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division I section "Reference standards and Definitions" specifies the applicability of industry standards to products specified. 2. Division 1 Section "submittals" specifies requirements for submitting the Contractor's Construction Schedule and the Submittal Schedule. 3. Division 1 Section "Materials and Equipment" specifies requirements governing the Contractor's selection of products and product options. 1.3 DEFINITIONS A. Definitions in this Article do not change or modify the meaning of other terms used in the Contract Documents. B. Substitutions: Changes in products, materials, equipment, and methods of constructioni required by the Contract Documents proposed by the Contractor after award of the Contract are considered to be requests for substitutions. The following are not considered to be requests for substitutions: 1. Substitutions requested during the bidding period, and accepted by Addendum prior to award of the Contract, are included in the Contract Documents and are not subject to requirements specified in this Section for substitutions. 2. Revisions to the Contract Documents requested by the Owner or Architect. 3. Specified options of products and construction methods included in the Contract Documents. 01631-1 PAGE 52 ' SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1 4. The Contractor's determination of and compliance with governing ' regulations and orders issued by governing authorities. 1.4 SUBMITTALS A. Substitution Request Submittal: The q Architect will consider requests for substitution ' if received within 60 days after commencement of the Work. Requests received more than 60 days after commencement of the Work may be considered or rejected at the discretion of the Architect. ' 1. Submit three copies of each request for substitution for consideration. Submit requests in the form and according to procedures required for change -order proposals. ' 2. Identify the product or the fabrication or installation method to be replaced in each request. Include related Specification Section and Drawing numbers. 3. Provide complete documentation showing compliance with the requirements ' for substitutions; and the following information, as appropriate: a. Coordination information, including a list of changes or ' modifications needed to other parts of the Work and to construction performed by the Owner and separate contractors, "which will be necessary to accommodate the proposed substitution. ' b. A detailed comparison of significant qualities of the proposed substitution with those of the Work specified..Sigrlificant qualities may include elements, such as performance, weight, size, durability, ' and visual effect. c. Product Data, including Drawings and descriptions of products and fabrication and installation procedures. d. Samples, where applicable or requested. ' e. A statement indicating the substitution's effect on the Contractor's Construction Schedule compared to the schedule without approval of ' the substitution. Indicate the effect of the. proposed substitution on overall Contract time. f. Cost information, including a proposal of the net change, if any in " the Contract sum. ' g. The. Contractor's certification that the proposed. substitution conforms to requirements in the. Contract Documents in every respect and is appropriate for the applications indicated. ' h. The Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of the failure of the substitution to perform adequately. " 1 ' 01631-2 PAGE 53 SPECIFICATIONS FOR A NEW FCTNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 4. Architect's Action: ffnecessary, the Architect will request additional information or documentation for evaluation within one week of receipt of a request for substitution within two weeks of receipt of the request, or one week of receipt of additional information or documentation, whichever is later. Acceptance will be in the, form of a change order. a. Use the product specified if the Architect cannot make a decision on the use of a proposed substitute within the time allocated. ' PART 2 -PRODUCTS 2.1 SUBSTITUTIONS A. Conditions: The Architect will receive and consider the Contractor's request for substitution when one or more of the following conditions are satisfied, as determined by the Architect. If the following conditions are not satisfied, the Architect will return the requests without action except to record noncompliance with these requirements. 1. Extensive revisions to the Contract Documents -are not required. 2. Proposed changes are in keeping with the general intent of the Contract .;. Documents. 3. The request is timely, fully documented, and properly submitted. 4. The specified product or method of construction cannot be provided within the Contract Time. The Architect will not consider the request if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly. 5. The request is directly related to an "or -equal" clause or similar language in the Contract Documents. 6. The requested substitution offers the Owner a substantial advantage, in cost, time, energy conservation, or other considerations, after deducting additional responsibilities the Owner must assume. The Owner's additional responsibilities may include compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner, and similar considerations. 7. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved. 8. The specified product or method of construction cannot be provided in a manner that is compatible with other materials and where the Contractor certifies that the substitution will overcome the incompatibility. 9. The specified product or method of construction cannot be coordinated with other materials and where the Contractor certifies that the proposed ' substitution can be coordinated. 01631-3 PAGE 54 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDRION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 10. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provides the required warranty. 11. Where a proposed substitution involves more than one prime contractor, each contractor shall cooperate with the other contractors involved to coordinate the Work, provide uniformity and consistency, and assure compatibility of products. B. The Contractor's submittal and the Architect's acceptance of Shop Drawings, Product Data, or Samples for construction activities not complying with the Contract Documents do not constitute an acceptable or valid request for substitution, nor do they constitute approval. PART 3 - EXECUTION (Not Applicable) PAGE 55. END OF SECTION 01631-4 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01700 - PROJECT CLOSE-OUT The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract close- out including, but not limited to, the following: 1. Inspection procedures. 2. Project record document submittal. 3. Operation and maintenance manual submittal. 4. Submittal of warranties. 5. Final cleaning. B. Close-out requirements for specific construction activities are included in the appropriate Sections in Divisions 4 through" 15. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions the request. 1. .In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. a. Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum. b. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work isnot complete. 2. -Advise the Owner of pending insurance changeover requirements. 01700-1 PAGE 56 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3. Submit specific warranties, workmanship bonds, maintenance agreements, ' final certifications, and'similar documents. 4. Obtain and submit releases enabling the Owner unrestricted us of the Work and access to services and utilities. Include occupancy permits, operating ' certificates, and similar releases. 5. Submit record drawings, maintenance manuals, final project photographs, damage or settlement surveys, property surveys, and similar final record ' information. 6. Deliver tools, spare parts, extra stock, and similar items. 7. Make final changeover of permanent locks and transmit keys to the Owner. Advise the Owner's personnel of changeover in security provisions. ' 8. Complete startup testing of systems and instruction of the Owner's operation and maintenance personnel. Discontinue and remove temporary facilities from the site, along with markups, construction tools, and similar elements. ' 9. Complete final cleanup requirements, including touchup painting. 10. Touch up and otherwise repair and restore marred, exposed finishes. ' B. Inspection Procedures: On receipt of a request for inspection, the Architect will either proceed with inspection or advise the Contractor of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection or advise the Contractor of construction the must be completed or corrected before the certificate will be issued. ' 1. The Architect will repeat inspection when requested and assured that the Work is substantially -complete.. 2. Results of the completed inspection will form the basis of requirements for final acceptance. ' 1.4 FINAL ACCEPTANCE ' A. Preliminary Procedures: Before requesting final inspection for.certification of final acceptance and final payment, complete the following. List exceptions in the request. ' 1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance ' certificates for products and completed operations where required. 2. Submit and updated final statement, accounting for final additional change to the Contract Sum. e ' 3. Submit a certified copy of the Architect's final inspection list of items to be completed or corrected, endorsed and dated by the Architect. The certified copy of the list shall state that each item has been completed or otherwise ' resolved for acceptance and shall be endorsed and dated by the Architect. 4. Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the date of Substantial .Completion or when the ' Owner took possession of and assumed responsibility for corresponding elements of the Work. 01700-2 PAGE 57 1 SPECIFICATIONS FORA NEW FITNESS CENTER AND BAR ADDITION FOR THE CTiRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 5. Submit consent of surety to final payment. 6. Submit a final liquidated damages settlement statement. 7. Submit evidence of final, continuing insurance coverage complying with insurance requirements. ' B. Re -inspection Procedure: The Architect will re -inspect the Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the Architect. 1. Upon completion of re -inspection, the Architect will prepare a certificate of final acceptance. If the Work is incomplete, the Architect will advise the Contractor of Work that is complete or of obligations that have not been fulfilled that have not been fulfilled but are required for final acceptance. 2. If necessary, re -inspection will be repeated. 1.5 RECORD DOCUMENT SUBMITTALS A. General: Do riot use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire-resistant location. Provide access.to record documents for the Architect's reference during normal working 1 hours. B. Record Drawings: Maintain a clean, undamaged set of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. ' 1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work: 2. Mark new information that is important to the Owner but was not shown on Contract Drawings or Shop Drawings. 3. Note related change -order numbers where applicable." 4. Organize record drawing sheets into manageable sets. Bind sets with durable -paper cover sheets; print suitable titles, -dates, and other identification on the cover of each set. C. Record Specifications: Maintain one complete copy of the Project Manual, including addenda. Include with the Project Manual one copy of other written construction documents, such as Change Orders and modifications issued in printed form during construction. 1. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications. 01700-3 PAGE 58 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 2. Give particular attention to substitutions and selection of options and ' information on concealed construction that cannot otherwise be readily. discerned later by direct observation. ' 3. Note related record drawing information and Product Data. 4. Upon completion of the Work, submit record Specifications to the Architect for the Owner's records. D. Record Product Data: Maintain one copy of each Product Data submittal. Note related Change Orders and markup of record drawings and Specifications. ' l . Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the- manufacturer's installation ' instructions and recommendations. 2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily discerned later by direct observation. ' 3. Upon completion of markup, submit complete set of record Product Data to the Architect for the Owner's records. ' E. Record Sample Submitted: Immediately prior to Substantial Completion, the Contractor shall meet with the Architect, Construction Manager, and the Owner's personnel at the Project Site to determine which Samples are to be transmitted to the ' Owner for record purposes. Comply with the Owner's instructions regarding delivery to the Owner's Sample storage area. ' F. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record keeping and submittals in connection with actual performance of the Work. Immediately prior to. the date or dates of Substantial Completion, complete miscellaneous records and place in good order. Identify miscellaneous records properly and bind or file, ready for continued use and reference. Submit to the Architect for the Owner's records. G. Maintenance Manuals: Organize operation and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual, heavy-duty, 2 -inch 3 - ring, vinyl -covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information: 1. Emergency instruction. 2. Spare parts list. 3. Copies of warranties. 4. Wiring diagrams. 5. Recommended "turn -around" cycles. 6. Inspection procedures. 7. Shop Drawings and Product Data. 8. Fixture lamping schedule. 01700-4 PAGE 59 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION ' 3.1 CLOSE-OUT PROCEDURES A. Operation and Maintenance Instruction: Arrange for each Installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items: 1. Maintenance manuals 2. Record documents 3. Spare parts and materials 4. Tools 5. Lubricants 6. Fuels . 7. Identification systems 8. Control sequences 9. Hazards 10. Cleaning 11. Warranties and bonds 12. Maintenance agreements and similar continuing commitments B. As part of instruction for operating equipment, demonstrate the following. procedures: i 1. Startup 2. Shutdown ' 3. Emergency operations 4. Noise and vibration adjustments 5. Safety procedures '.. 6. Economy and efficiency adjustments 7. Effective energy utilization 3.2 FINAL CLEANING A. General: The General Conditions require general cleaning during construction. Regular site cleaning is required throughout construction. B. Cleaning. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the. condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. 01700-5 PAGE 60 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion. a. Remove labels that are not permanent labels. b. Clean transparent materials, including mirrors and glass in doors and window. Remove glazing compounds and other substances that are noticeable vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials c. Clean exposed exterior and interior hard -surfaced finishes to a dust - free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. d. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. 2. Clean the site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to a smooth, even -textured surface. C. Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid the Project of rodents, insects, and other pests. D. Removal of Protection: Remove temporary protection and facilities installed for . protection of the Work during construction. E. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do. not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of lawfully. 1. Where extra materials of value remain after completion of associated Work, they become the Owner's property. Dispose of these materials as directed by the Owner. END OF SECTION 01700 01700-7 - PAGE 61 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 01740 -WARRANTIES The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 -GENERAL t 1.1 RELATED DO CUMENTS A. Drawings and general provisions of the Contact, including General and Supplementary Conditions and other Division PP ' one Specification Sections, apply to this Section. ' 1.2 SUNEMARY A. This Section includes administrative and procedural requirements for warranties . required by the Contract Documents, including manufacturers standard warranties on products and special warranties. ' 1. Refer to the General Conditions for terms of the Contractor's period for convection of the Work. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division One Section "Submittals" specifies procedures for submitting warranties 2. Division One Section "Contract Close-out" specifies contract close-out procedures 3. Divisions four through 16 Sections for specific requirements for warranties . on products and installations specified to be warranted. 4. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents. C. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products. Manufacturer's disclaimers and limitations on product warranties do not relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. D. Separate Prime Contracts: Each prime contractor is responsible for warranties related to its own contract. 1.3 DEFINITIONS A. Standard product warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. 01740-1 PAGE 62 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE .CRRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. Special warranties are written warranties required by or incorporated in the Contract ' Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner. ' 1.4 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result of ' such failure or must be removed and replaced to provide access for correction of warranted construction. ' B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an ' equitable adjustment for depreciation. C. Replacement Cost: Upon determination that Work covered by a warranty has failed, ' replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. D. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies.. otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the Owner can enforce such other duties, obligations, rights, or remedies. 1. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selection to products with warranties not in conflict with .requirements of the Contract Documents. E. Where the Contract Documents require a special warranty, or similar commitment on the Work or part of the Work, the Owner reserves the right to refuse to accept the Work, until the Contractor presents evidence that entities required to countersign such commitments are willing to do so. 1.5 SUBMITTALS t A. Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for ' the Work, or a designed portion of the Work, submit written warranties upon request of the Architect. 1 01740-2 PAGE 63 SPECIFICATIONS FORA NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA 1. When a designated portion of the Work is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period; submit properly executed warranties to the Architect within 15 days of completion of that designated portion of the Work. B. When the Contract Documents require the Contractor, or the Contractor and a subcontractor, supplier or manufacturer to execute a sp3ecial warranty, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner, through the Architect, for approval prior to final execution. C. Form of Submittal: At Final Completion compile two copies of each required ' warranty properly executed by the Contractor, or. by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual: D. Bind warranties and bonds in heavy-duty, commercial -quality, durable three-ring, vinyl covered loose leaf binders, thickness as necessary to accommodate contents, and sized to receive 8 -1/2 -by -1 1 -inch (115 -by -280 -mm) paper. 1. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address, and telephone number of the Installer. 2.. Identify each binder on the front and spine with the typed or printed title "WARRANTIES,' Project title or name, and name of the Contractor. 3. When warranted construction requires operation and maintenance manuals, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. . ' PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION 3:1. LIST OF WARRANTIES A. Schedule: Provide warranties onroduct and installations as specified P m the following Sections: - 1. Flush Wood Doors: Section 08211 - Flush Wood Doors 2. Insulating Glass: Section 08800 - Glazing 3. Curtain Walls: Section 08920 - Glazed Aluminum Curtain Walls 4. Carpeting: Section 9680 - Carpet END OF SECTION 01740-3 PAGE 64 1. SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF'CLUBHOUSE . THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 02230 - SITE PREPARATION The requirements of the General Conditions and Division 1, apply to all work hereunder. PART 1 - GENERAL 1.1 SUMMARY A. The work covered by this section of the Specifications includes, but is not limited to the following: 1. Removal of all demolition debris and material from the construction site. 2. Protection of the construction site, adjoining property, and utility services as the work proceeds through all stages. PART 2 —EXECUTION 2.1 INSTALLATION A. Protect all scheduled work to remain and if damaged, repair to match existing. B. Arrange with the utility companies for the disconnection of services and removal of fittings and equipment before starting demolition work. Provide notice to Owner 24 hours before services are disconnected. The maximum time without services during working hours will be four (4) hours. C. Prevent accumulation of debris and overloading of any parts of the structure. D. Prevent damage to overhead wires, underground cables, telephone, water, and sewer lines during demolition operations. END OF SECTION 02230 -1 PAGE 65 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 02300 - EARTHWORK The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1. SUMMARY A. The work included in this section includes but is not limited to the following: I. Excavating, filling, and grading for the building pad, parking lot and landscaped areas. 2. Clearing of the construction site, including the removal of trash, designated trees, shrubs and organic surface growth. 3. Tests shall be made in accordance with ASTM Serial Designation. PART 2 - PRODUCTS 2.1 MATERIALS A. Fill material furnished by the contractor from other sources shall be earth, free from debris, roots and organic material. 1. Sand - Clean, washed, river sand having hard, durable grains free from injurious materials. 2. Rock - Crushed limestone or gravel grade from 1/4" to 1 " in size. 3. Earth Fill - Shall be a non -expansive type free from all vegetation, organic matter and rubbish. 4. Top Soil - A fertile, friable soil of loamy character, free from subsoil, refuse, roots, heavy or stiff clay, coarse sand, stones, noxious weeds, and other deleterious substances. Soil must be capable of sustaining healthy plant life. Soil shall be approved by the Owner prior to being placed. PART 3 - EXECUTION A. Excavation - Excavate to the elevations and dimensions shown on the contract drawings and comply with all notations therein. Extend excavations a sufficient distance from walls and footings to facilitate the installation of forms and utility services. Trenches for footings may be excavated to the dimensions of the concrete, if the nature of the soil will permit. Keep all excavations free of water. B. Any excess cuts shall be corrected without charge. Fill excess cuts under.footings with concrete as specified for the footings. Fill excess cuts under slabs with gravel '.' fill material or compacted earth. 02300-1 PAGE 66 SPECIFICATIONS FOR A NEW FITNESS'CENTER AND BAR ADDITION-FORTHE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA C. All fill material shall comply with the requirements noted on the contract drawings and shall be earth, free of debris, stumps, roots, organic matter of expansive soils. Filling shall be done after installation of utility services. D. Install fill in layers not to exceed six inches compacting with power equipment as follows: Parking Area - 90% Minimum Compaction Unless Otherwise Noted By Civil Engineer END OF SECTION 02300-2 PAGE 67 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 02360 - SOIL TREATMENT The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1— GENERAL 1.1 SCOPE OF WORK A. The work included in this section includes but is not limited to the following: Treatment of soil to prevent termite infestation. PART 2 - PRODUCTS 2.1 MATERIALS A. Chemicals and concentrations - Apply to soil areas to. be treated. Note: Other materials may be used provided that they are determined to be acceptable by FHA, and meet a 5 year test conducted by the U.S. Forest Service, U.S. Department of Agriculture. Some chemicals are toxic to animal and plant fife. They should be applied only with caution, per the manufacturer's recommendations, and by an experienced person. Oil solutions shall not be used under concrete slabs. PART 3 - EXECUTION 3.1 APPLICATION- GENERAL: A. Treatment shall not be made when the soil or fill is frozen or excessively wet or immediately after heavy rains, to avoid surface flow of the toxicant from application site. Unless the treated areas are to be immediately covered, precautions shall be taken to prevent disturbance of the treatment by human or animal contact with the ■ area of treated soil. 3.2 APPLICATION - SLAB ON GRADE CONSTRUCTION: A. Apply an overall treatment under entire surface of floor slab including porch floors and entrance platforms. Apply at a rate of I gallon per 10 square feet, except that if fill under slab is gravel or other coarse absorbent material, apply at rate of 1-1/2 gallons per 10 square feet, or per the manufacturer's recommendations. 3.3 GUARANTEES: A. The Contractor shall furnish the owner a written guarantee providing for the effectiveness of the soil treatment against termite infestation for a period of not less than five (5) years from the date of treatment. Any evidence of infestation within the guaranteed period will require treatment, without cost to the Owner. END OF SECTION 02360-1 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CrrRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 02510 - FIRE PROTECTION SYSTEM The requirements of the General Conditions and Division l .apply to all work hereunder. PART 1 - GENERAL 1.1 SCOPE OF WORK: A. Provide an operating, underground, interior and exterior fire protection system for general installation. Include all piping, control valves, hydrants, and anchorage.. 1.2 SUBMITTALS: A. Submit for approval shop drawings, product data; test reports. 1.3 QUALITY ASSURANCE: A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's,instructions. B. The fire sprinkler system shall be installed per the current edition of the UBC as adopted by the governing agency. C. Fire extinguishers shall be per NFPA requirements. D. Fire.protection measures shall be provided per County Requirements and/or Ordinances and/or recognized fire protection standards. PART2-PRODUCTS 2.1 MATERIALS: A. Pressure pipe - Cast-iron B. Hydrants - Cast-iron sidewalk type fire hydrants, FM approved and UL listed. C. Control valves - Gate, check and butterfly valves with 150 PSI minimum working pressure unless greater working pressure required at site. D. Anchorage - Steel and concrete. 02510-1 PAGE 69 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR.THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 3 - EXECUTION 3.1 INSTALLATION: A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate work of other sections. B. Test for proper operation. Clean and protect work from damage. C. Achieve required City fire flow requirements and residual operating pressure before any combustible material is placed on the job site. D. A combination of on-site and off --site fire hydrants on a looped system will be located not less than 25 feet or more than 165 feet from the building. E. A complete fire sprinkler system shall be installed with the post indicator valve and fire department connection located in the front of the building. F. The building shall be automatically fire sprinkled. END OF SECTION 02510-2 SPECIFICATIONS FOR A NEW.FRNESS CENTER AND BAR ADDRION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 02620 - FOUNDATION DRAINAGE The requirements of the General Conditions and Division 1 apply to all work hereunder. . PART 1 - GENERAL 1.1 SUNEVIARY A. Provide foundation drainage system at building perimeter as shown on the plans. 1.2 SUBMITTALS: A. Submit product data for approval. 1.3 QUALITY ASSURANCE: A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in, similar service for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.1 MATERIALS: A. Non -perforated type with open joints: 1. Concrete drain tile: ASTM C 412, standard quality. 2. PVC pipe: ASTM D 2729. B. Perforated type with perforations facing down: 1. Perforated concrete pipe: ASTM C 444. 2. Perforated PVC pipe: ASTM D 2729. C. Screening for joints: Synthetic drainage fabric. PART 3 - EXECUTION 3.1 INSTALLATION: A. Install materials and systems in accordance with manufacturer's instructions and in proper relation to adjacent construction. B. Test for proper operation. Clean system and protect work from damage. END OF SECTION 02620-1 PAGE 71 SPECIFICATIONS FOR A NEW MESS CENTER AND BAR ADDMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 02640 - PRECAST INTERCONNECTING TRENCH DRAINS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SUNE%4,RY: A. Provide all trench drains and catch basins as located on the plans. 1.2 QUALITY ASSURANCE: A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.1 MATERIALS: A. All trench drains and catch basins indicated on plans or specified shall be the LTTHOSCAPE Drainage System, HD -100 Series, manufactured by L.M. Scofield Co., 6533 Brandini Blvd., Los Angeles, CA 90040-3182, 213/720-3000, or an approved equal. Components shall be LHTHOSCAPE Catch Basins and Big Boy Basins, End and Outlet Caps in configurations shown on the plans using LITHOSCAPE Lock Down Grates and Lock Down Frames in materials and styles to be approved. Installation shall be made in accordance with Scofield's Installation Instructions D-603. PART 3 - EXECUTION 3.1 MATERIALS: A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate work of other sections. B. Test for proper operation. Clean and protect work from damage. PAGE 72 END OF SECTION 02640-1 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 02740 - PORTLAND CEMENT CONCRETE PAVING The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1- GENERAL 1.1 SCOPE OF WORK: A. Provide Portland Cement concrete paving at the following locations and prepared sub -base and compacted base areas: 1. Driveways (as noted) and vehicular entrances noted on plans. 2. Walkways 3. Curbs 1:2 SAMPLES: A. Submit for approval product data, mock-ups, test reports. 1.3 QUALITY ASSURANCE: A. Comply with governing agencies, codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for at least 3 (three) years or more. Use experienced installers, Deliver, handle, and store materials in accordance with manufacturer's instructions. PART2-PRODUCTS 2.1 MATERIALS: A. Concrete mix design - Refer to specific mixes required for sidewalks, curbs, and vehicular ways. C. Reinforcing - Welded Wire Mesh and/or deformed steel bars. D. Joints - Pre -formed joint fillers/sealers. E. Finish — (as applicable per plans) 1. Paving - Fine bristled stiff broom. 2. Exposed aggregate finish - To match approved sample. 3. Imprinting - Colors and Hardeners by Bomanite Corporation. 4. Curb - Steel form finish. ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA a PART 3 - EXECUTION 3.1 INSTALLATION: A. Proof roll sub -base and check for unstable areas. Report unsatisfactory conditions in writing. Beginning of paving work means acceptance of sub -base. B. Comply with concrete section of these specifications for concrete mix, testing placement, joints, tolerances, finishing, curing, repairs and protection. C. All exposed corners on Portland Cement Concrete curbs and gutters shall be rounded with a '/z" radius. D. Forms shall be set plumb and true to line and grade. E. Headers shall rest firmly on sub -grade of base. F. Concrete to be placed on sub -grade: The sub -grade shall be sufficiently dampened to ensure that no moisture will be absorbed from fresh concrete. G. Concrete shall be consolidated and the surface finished true to grade and cross section. END OF SECTION 02740-2 c u. 1 , PAGE 74 SPECIFICATIONS FOR A NEW MNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 02770 - CURBS /CAST IN PLACE CONCRETE The requirements of the General Conditions and Division 1 apply to all work hereunder. PART GENERAL 1.1 SCOPE OF WORK: A. Provide curbs along edges of roadways and parking areas noted on plans. 1.2 QUALITY ASSURANCE: A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactoryuse in similar service for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART2-PRODUCTS 2.1 MATERIALS: A. See Section 03300 - Cast In Place Concrete. PART 3 - EXECUTION 3.1 INSTALLATION: A. Install curbing in strict compliance with local Standard Specifications and Ordinances. B. Curb and gutter shall be constructed separately from sidewalk. C. Weakened plane joints shall be constructed at regular intervals, not exceeding 10' in walks or 20' in curbs. D. Walk and curb joints shall be aligned. E. Face and top of curbs shall be smooth and even finish; the top shall have a transverse slope of toward the gutter, with both edges rounded to a %" radius. F. Edges of concrete at expansion joints shall be rounded to a'/4" radius. G. Ramps shall be rough rotary wood float. END OF SECTION 02770-1 PAGE 75 1.i SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITI6N FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 03300 - STRUCTURAL CONCRETE The requirements of the General conditions and Division I apply to all work hereunder. PART 1- GENERAL 1.1 QUALITY ASSURANCE: A. Codes and Standards - In addition to complying with all pertinent codes and regulations, comply with all pertinent recommendations of the "Structural Concrete for Building" publication ACI 301 of the American Concrete Institute. 1.2 SUBMITTALS: A. Submit concrete mix design to the Architect for review prior to placement of concrete. Transit -mix delivery slips; Keep a record at the job site showing time and place of each concrete pour of concrete, together with the transit -mix deliver slips certifying contents of the pour. 1.3 JOB CONDITIONS: A. Hot weather - Concrete placed when air temperature exceeds 90 degrees Fahrenheit shall comply with ACI 305 recommendations. PART 2 - PRODUCTS 2.1 MATERIALS: A. Formwork - Plywood or steel forms sufficient for structural and esthetic requirements. Coat form with non -staining, clear, paraffm base form oil that will not discolor or otherwise deface the surface of the concrete. B. Welded Wire Mesh -Welded plain cold -drawn steel wire fabric, ASTM A185. C. Reinforcing Bars and Dowels - Deformed steel bars, ASTM 615, Grade 60 (unless . otherwise shown). Cut bars true to length free from burrs. D. Hook Bolts - ASTM A307, Grade A bolts (unless otherwise specified in Structural Drawings), internally and externally threaded. E. Concrete: 1. General - All concrete, unless otherwise specifically permitted by the Architect shall be transit mixed in accordance with ASTM C-94. PAGE 76 03300-1 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA { i 2. Quality - All concrete shall . have the following minimum compressive strengths at 28 days and shall be proportioned within the following limits (unless otherwise specified by Structural Engineering Specifications): Location of Min PSI Min. size Max slump Concrete at 28 days of aggregate in inches Footings & Beams 250OPSI 1 %2" 4" Slab on grade 2500 PSI 1" 4" Exterior slabs & 2500 PSI 1" 4" Site Work F. Cement: ASTM C- 150, type I or 11. G. Admixtures (all with less than 1% chloride ions): 1. Water reducing type and super plasticizer as required for workability. 2. Air -entraining type for use in exterior concrete and foundations exposed to freeze -thaw conditions. H. Misc.-Materials: 1. Vapor barrier under slab on grade: 10 mil polyethylene. 2. Hardener: Non-metallic, quartz -silica, interior/exterior type. 3. Grout: Non-metallic, non -shrink type. 4. Water -stops: Dumbbell shaped, rubber or PVC water -stops. 5. Non -slip finish: Aluminum oxide grit. I. Concrete Mixes: An independent Testing Laboratory employed by the owner shall design concrete. Maximum water cement ratio shall not exceed 0.60 by weight. Maximum aggregate size I". J. Colored Concrete: Colored concrete shall be placed per approved color sample., .Curing and sealing of colored concrete shall be per the recommendations of the manufacturer. PART 3 - EXECUTION 3.1 SCOPE OF WORK: The Concrete Subcontractor shall include, but not limited to, the following items and associated processes: . A. Excavation of all footings, piers to receive cast -in-place concrete. 03310-2 PAGE 77 SPECIFICATIONS FOR ANEW WNESS CENTER AND BAR ADDRION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. Forming of all areas to retain cast -in-place concrete. . 1,.C. Block-outs for any area, such as floor door closers. D. Forming of any pads to receive electrical and mechanical equipment requiring support above floor level. E. Foundations for all site planter walls. F. Furnish and place all reinforcing bar and welded wire mesh in cast -in-place concrete. G. Install all miscellaneous steel directly placed in cast -in-place concrete, i.e.; Hold Downs, post straps, foundation bolts, etc. H. Furnish samples of concrete flatwork to be approved by Architect and Landscape Architect. I. Drypacking of columns other than. precast concrete. 3.2 INSTALLATION: A. Comply with ACI 301, CRSI "Manual of Standard Practice", ASTM C94. Do not change mix design without approval. B. Chamfer exposed edges/corners to provide.straight lines. ' C. Tolerance —Plus_ iis" in 10' for grade, alignment, and straightness. D. Construction Joints -Use key -way, continue reinforcement through joints. Refer ' to structural drawings for interior slab. E. Expansion Joints - For:exterior work locate 10' o.c ' at approved locations. Provide 1/2 " diam. x 12 smooth greased dowels at 12" o.c. across joint which permit 1" horizontal movement and no vertical shear movement. F. Isolation Joints - Provide between slabs and vertical elements such as columns and ' structural walls where noted. G. Control Joints - Provide sawn or tooled joints or removable insert strips; depth ' equal to''/4 slab thickness. H. Slab Finishes - Obtain sample approval before beginning work. 1. Scratch - For surfaces to receive mortar setting beds or cementitious floor materials. ' SPECIFICATIONS. FOR A NEW FITNESS CENTER AND BAR ADDRION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 2. Trowel - Hard, smooth, uniform surface for areas to receive resilient flooring, carpet, or other thin material. 3. Broom - After trowel finishing, roughen surface by fine brooming perpendicular to traffic direction for exterior walks, steps and ramps. ' 4. Exposed Non -slip Aggregate = Use chemical retarder and expose by brushing with water. Use where indicated on plans. Seeded aggregate shall not be acceptable. ' I. Curing - Wet -cure the slab. The slab shall be continuously moist -cured for at least seven days. ' 3.3 FIELD QUALITY CONTROL: A. General - Testing Laboratory - The owner shall arrange for the service of a testing laboratory to make tests and submit reports of tests. The contractor shall make samples and deliver as necessary. B. Extent of Tests - Take test specimens and make tests as herein after listed for each 100 cubic yards of fresh concrete or fraction thereof placed on the project. ' C. Concrete Compressive Strength Tests - Each set of specimens shall consist of three (3) standard 6"D x 12" cylinders: one cylinder to be tested at the age of 7 days, one cylinder to be tested at the age of 28 days and the third cylinder held for future ' testing if required. Samples from which compression tests specimens are molded shall be secured in accordance with ASTM C-172. Specimens made to check the adequacy of the design for strength of concrete, or as a basis for the acceptance of ' the concrete, shall be made and laboratory -cured in accordance with ASTM C-31. Additional tests of specimens cured entirely under field conditions may be utilized to check the adequacy of curing and the protection of the concrete as directed. Strength ' tests shall be in accordance :with ASTM C-39. D. Slump Tests - Tests for slump shall be made at the place of deposit and in ' accordance with ASTM C-143. Tests shall be made periodically; where cylinders ate made, ,and as often as required when a change in consistency of the concrete mix is noted. ' 3.4 DEFECTIVE WORK: A. Inspection - Immediately after the forms and curing members have been removed, ' inspect all concrete surfaces and patch to match adjacent surfaces at all pour joints, voids, rock pockets, form tie holes, and other imperfections before concrete is thoroughly dry. ' END OF SECTION 03310-5 PAGE 79 0 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE . THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 04220 - CONCRETE MASONRY UNITS The requirements of the General conditions and Division 1 apply to all work hereunder. PART 1 -GENERAL 1.1 SUMMARY: A. Provide unit masonry for walls and partitions as noted on the plans: 1. Concrete masonry bearing walls and non-bearing partition walls. 2: Building in of precast external wall caps. 3. Free-standing masonry walls (garden walls, site walls, etc.) and retaining walls. B. Provide all reinforcing bar, anchor bolts directly tied to masonry walls to receive other trades' work such. as carpentry, cast -in-place concrete, or pre -cast concrete. 1.2 SUBMITTALS: A. Submittals: Submit for approval samples, product data, mock-ups, test reports. 1.3 QUALITY ASSURANCE: A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which.have been in satisfactory use in similar service for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART2-PRODUCTS 2.1 MATERIALS: A. Concrete Block: Lightweight, ASTM C-145 and C-90 Type 1, Grade N; face size 7- 5/8" x 15-5/8" and 11-5/8" x 15-5/8". Special sizes as required. Use open end blocks. B. Pre -cast concrete wall caps: 4000 PSI; light sand -blast finish. See Landscape Drawings for configuration. - C. Mortar: See Structural Drawings. D. Grout: See Structural Drawings. E. Reinforcing: See Structural Drawings. 04220-1 PAGE 80 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 3 - EXECUTION 3.1 INSTALLATION: A. Comply with PCA "Recommended Practices forZaying Concrete Block". B. Weather Protection - Cold weather; heat mortar water and sand, enclose walls and . provide temporary heat. Hot weather; use mortar within 1-1/2 hours after mixing „ for ambient temperature of 80 degrees and above. C. Tolerances - From dimensions and locations noted in Contract Documents for plumb, level and alignment, plus 1/8 -in 20'. D. Fire -Rating - Where indicated, provide assemblies identical to tested assemblies and accepted by authorities having jurisdiction. E. Bond - Lay exposed face of CMU in running bond. F. Joints - Maintain uniform 3/8" width; tool as indicated. on plans. Provide full bed, head and collar joints except at weep -holes; keep cavity clean at cavity walls. All joints shall be free of voids. Walls and footings shall be kept clean in order to receive paint and waterproofing. G. Provide reinforced masonry lintels where indicated. H. Coordinate installation of flashings; prepare masonry surfaces smooth and bed . flashings in mortar. I. Ties and Horizontal Reinforcing - Comply with codes; refer to Structural Drawings. J. Provide vertical expansion joints no greater than 30 ft. o.c. at Architect approved locations. K. Remove and .replace damaged units. Enlarge holes in mortar and replace. Prepare joints to receive sealant. Clean concrete masonry by dry brushing; comply with all current technical NCMA bulletins. END OF SECTION 04220-2 PAGE 81 SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 05120 - STRUCTURAL STEEL The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SUMMARY: A. Provide structural steel for building construction including sub -framing units which are part of the general framing system. Include anchors, bases, bearing plates, bracing, lintels when part of the structural framing, and detailed fitting. B. In addition to complying with all pertinent codes and regulations, comply with: "Specifications for design, fabrication, and erection of structural. steel. for buildings" of the American Institute of Steel Construction. 1.2 SUBMITTALS: A. Submit for approval shop drawings, product data, test reports. Submit shop drawings to Architect for review in accordance with Section 01300. Show all shop and . erection details including cuts, copes, connections, holes, threaded fasteners, rivets, and welds. Show all welds, both shop and field, by the currently recommended symbols of the American Welding Society. 1.3 QUALITY ASSURANCE: A. Comply with governing codes and regulations: Provide products of acceptable manufacturers which have been in satisfactory use in similar service for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS A. Steel Shapes - Steel and plates shapes - All steel shapes and plates shall meet the requirements of ASTM A36. B. Steel Plates = Plates greater than 1/8" shall conform to ASTM A36. C. Steel Pipe - ASTM A53, Grade B. seamless. D. Steel Tubes - ASTM A500, Grade B, seamless. E. Anchor Bolts and Nuts - ASTM A307. F. High Strength Fasteners - ASTM A325N. ' 05120-1 PAGE 82 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE WRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA G. Non-metallic shrinkage resistant grout - Master Flow 713, Euclid Euro NS, L&M Crystex, or an approved equal. H. Shop prime all steel members with universal rust inhibitive primer. I. Galvanized Lintels - Hot dip galvanized ASTM A123. J. Welding - For details of joints comply with requirements of AWS joints accepted with qualification tests. Use ASTM A22, E-70 Series electrodes. Follow acceptable AWS specifications. PART 3 -EXECUTION 3.1 INSTALLATION: A. Comply with AISC codes and specifications, and with AWS "Structural Welding Code". B. Align all miscellaneous steel straight, plumb, and level, within a tolerance of one in 500. C. Employ a registered engineer to check elevations and plumb and level tolerances; certify that installed work is within RISC Standards. Owner may engage testing/inspection agency to inspect welded and bolted connections. D. Touch-up field welds and abraded areas with shop primer. .E. Continuous inspection.required for all field welding. 3.2 ADDITIONAL SCOPE OF WORK: A. The structural subcontractor shall include but not limited to the following work: 1: Furnish and coordinate installation of anchor bolts and templates. 2. Cart charger support system at Cart Storage Barn. END OF SECTION 05120-2 PAGE 83 1 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 05500 - METAL FABRICATIONS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SUMMARY: A. Provide miscellaneous metal items fabricated from heavy gage ferrous metals and not provided with structural steel system: 1. Handrails and railings; loading to comply with code requirements. .2. Ladders. 3. Grating, floor plates and covers. 4. Counter and equipment supports.. 5. Structural steel doorjambs. 6. Miscellaneous framing and supports. 1.2 SUBMITTALS: .: A. Submit for approval shop drawings, product data, test reports. Submit shop drawings to Architect for review in accordance with Section 01300. Show all shop and erection details including cuts, copes, connections, holes, threaded fasteners, rivets, and welds. Show all welds, both shop and field, by the currently recommended symbols of the American Welding Society. 1.3 QUALITY ASSURANCE: A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART2-PRODUCTS 2.1 MATERIALS: A. Material Standards: 1. Steel plates, shapes, and bars - ASTM A36. 2. Steel bar grating - ASTM A569.. 3. Steel pipe - ASTM A53„schedule 40. 4. Bolts - ASTM A325. 05500-1 PAGE 84 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA END OF SECTION 05500-2 PAGE 85 5. Fasteners - Zinc coated fasteners designed for commercial loading use. .6. Grout - Non -shrink non-metallic grout. 7. Concrete inserts - Galvanized ferrous castings. B. Ladders - Comply with ANSI A14.3. C. Galvanized ferrous metal items - at exterior walls and where.exposed to weather; 1 coat primer (shop applied). 1. Galvanizing - ASTM A525. 2. Primer - PPG Inhibitive Metal Primer, Rustoleum Metal Primer, or approved equal. 3. Galvanizing repair paint; zinc rich primer; Tnemec, PPG, or approved equals. PART 3 - EXECUTION 3.1 INSTALLATION: A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job; allow for cutting and fitting in field if measurement not practical. B. Form work true to line with sharp angles and edges. Weld continuously, grind finish flush and make smooth on exposed surfaces. C. Install work plumb and level with hairline joints and ground flush welds. D. Railings: Provide sizes, profiles and dimensions as indicated on the drawings. Provide mitered joints at 90 degree turns and smooth sweep at bends. Provide wall returns, end caps, brackets, fittings, and toe boards. E. Touch-up damaged coatings with shop primer and galvanized repair paint. F. Paint items scheduled in accordance with painting section. END OF SECTION 05500-2 PAGE 85 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 05700 — METAL RAILING SYSTEMS The requirements of the General Conditions and Division 1 apply to all work hereunder.. PART 1 - GENERAL 1.1 SUMMARY A. Furnish and install all metal railing per drawings.. . PART 2—PRODUCTS 2.1 RAILINGS See drawings for railing types and details. PART 3 — EXECUTION 3.1 INSTALLATION Install per drawing details or per industry standards. Install per manufacturer's recommendations if applicable. END OF SECTION 05700-1 PAGE 86 SPECIFICATIONS.FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 06100 - ROUGH CARPENTRY The requirements of the General Conditions and Division l .apply to all work hereunder. PART 1- GENERAL 1.1 SUMMARY: r A. Work shall include all labor, material, equipment, etc., necessary to complete both rough and finish carpentry, Truss Joists, Gang Nail truss, concrete form work, rough hardware, installation of all hardware, wood preservative, installation of all millwork, grounds, doors, as shown on the drawings or herein specified. B. Protection - All lumber shall be protected and kept under cover at the job site. Materials shall not be delivered long before they are required for the proper execution of the work. 1.2 SUBMITTALS: A, Submit for approval samples, product. data, mock-ups, test reports. 1.3 QUALITY ASSURANCE: .A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for at least three(3)years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.1 MATERIALS: A. Lumber - Herein referred to shall conform 'to the "Standard Grading .and Dressing Rules for the West Coast Lumber" No. 17 latest edition. Grades shall conform to the grading rules of the Manufacturers Association under whose rules the lumber is produced. Plywood shall conform to the product standard PS 1-83 of the US Department of Commerce. B. Grade Marking - Each piece of structural lumber, timber and plywood shall be legibly identified as to type, grade and species by a grade mark of the West Coast Lumber Association, California Redwood Association, of the Douglas Fir Plywood Association. 06100-1 PAGE 87 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA C. Species and Grades . ; Use grade and species shall be not less than the following: USE SPECIES GRADE & PATTERN Beams DF No. 1 ' Joists DF No. 1 NailersBlocking DF Construction Grade D. Pressure Treated Lumber - All lumber in contact with ma sonryor concrete, or in contact with the ground will be pressure treated DF. Pressure -treated with waterborne preservatives, to comply with AWPB LP -2 or LP -22, as applicable. Kiln dry to 15% max. moisture content. Treat all wood exposed to deterioration by moisture, such as items in contact with roofmg, flashing, waterproofing and subject .: to insect attack. E. Maximum Moisture Content -Framing Lumber 19% at the time of installation. F. Building Paper - Asphalt saturated felt non -perforated (ASTM D226), or "Sisalkraft" as manufactured by Sisalkraft Co., or approved equal. G. Nails - Common wire nails, meeting Fed Spec FF -N- 106100 - I . H. Air Infiltration Barrier - 6 mil polyethylene fabric, DuPont Tyvek or approved equal. I. Plywood Sheathing (APA rated for use): 1. Wall Sheathing: APA sheathing, C -D plugged, Exterior. 2. Roof Sheathing: APA sheathing, Exterior. 3. Backing Panels: APA C -D plugged interior with exterior glue, fire retardant treated. 4. Underlayment: PART 3 - EXECUTION 3.1 INSTALLATION: A. Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation to adjacent. construction. Coordinate with work of other sections. C. Comply with manufacturer's requirements for cutting, handling, fastening and working with treated materials. 06100-2 PAGE 88 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA D. Restore damaged components. Protect work from damage. E. Holes for bolts shall be bored 1/32" to 1/16" larger than the nominal bolt diameter. F. All bolts shall be retightened prior to application of plywood, plaster, etc. G. Structural members shall not be cut for pipes, penetrations, etc., unless specifically noted or detailed. . H. Two inch solid blocking shall be placed between joists or rafters at all supports. ..I. All bolts.bearing on wood shall have standard cut washers under head and nut unless noted otherwise. J. Joist hangers and other connectors shall be Simpson or an approved equal. Fully nail all hangers and connectors per manufacturer's specifications. K. See Structural Drawings for additional notes and requirements. END OF SECTION 06100-3 PAGE 89 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 4. SECTION 06200 - FINISH CARPENTRY The requirements of the General Conditions and Division 1 apply to all work hereunder. •: PART 1 - GENERAL 1.1 SUMMARY: A. Provide finish carpentry for woodwork items exposed to view: Exterior running and standing trim. Interior running and standing trim, including door and window casing. Wood shelving grid closet accessories. 1.2 SUBMITTALS: A. Submit for approval samples, shop drawings, product data. 1.3 QUALITY ASSURANCE: A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.1 MATERIALS: A. Quality standard for fabrication and products: Architectural Woodwork Institute Quality Standards, Premium grade unless noted otherwise. B. Exterior finish carpentry: Trim and boards for transparent finish use Western Red Cedar, Grade B and Better, 1 and 2 Clear, rough sawn texture 1 face. Trim boards for painted finishes use softwood suitable for exposure and loading. C. Interior finish carpentry: Trim, boards, and plywood for stained finishes as noted on plans. Others for painted finishes use softwood suitable for exposure and loading. D. Shelving: Hardwood or medium density particleboard with wood edge banding. E. Closet bars: Telescoping steel with chrome finish. 06200-1 PAGE 90 1. SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA F. Wood treatment: 1. Preservative treatment: Pressure -treated. with waterborne preservatives for items in contact with masonry, concrete or the ground. Vehicle for preservative shall be compatible with finish. 2. Fire -retardant treatment: ASTM E84, Class A, where required by code or local authorities. Vehicle for preservative shall be compatible with finish. PART 3 - EXECUTION INSTALLATION: A. Back prime work and install plumb, level and straight with tight joints; scribe work to fit. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install, materials and systems in proper relation to adjacent construction. Coordinate with work of other sections. C. Comply with manufacturer's requirements for cutting, handling, fastening and working with treated materials. D. Restore damaged components. Protect work from damage. END OF SECTION 06200-2 PAGE 91 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 06400 - CASEWORK The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SCOPE A. Furnish and install all finish cabinetry and furnishings as indicated on the drawings. 1.2 STANDARDS A. All work shall conform to the requirements of "Architectural Woodwork Quality Standards" published by the Architectural Woodwork Institute (AWl). 1.3 SUBMITTALS A. Shop Drawings - Submit shop drawings showing the location of each item dimensioned plans and elevations, and the integration into work by others including electrical power and signal outlets. B. Sales - No samples are needed if material specified on drawings is used. 1.4 DELIVERY, STORAGE AND HANDLING A. Protect during shipping andafter delivery to site. Do not deliver to site until conditions allow for installation. Installation will not be allowed while painting or other wet work is in progress. ' 1.5 JOB CONDITIONS A. Fabricator shall take and be responsible for all field measurements required for the proper installation of his work. He shall coordinate with the General Contractor .to assure all other affected trades have been coordinated with. PART2-PRODUCTS 2.1 MATERIAL A. Plastic Laminates - Plastic laminates to be Formica, Nevamar or approved equal. High pressure laminates, premium grade complying. with NEMA LD3. Patterns; colors and textures as shown on the drawings. B. Edging - Plastic laminate at counter tops, low pressure overly edge banding at faces of shelving and vertical dividers. 06400-1 PAGE 92 SPECIFICATIONS FORA NEW FRNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA PART 3 - EXECUTION 3.1 FABRICATION A. Fabricate, assemble and install woodwork to withstand high levels of wear and use. B. Precut all openings required for hardware, fixtures and electrical connections. Provide 2 1/2'.' round holes with rubber grommets at counter tops for electrical cords.. C. Fabricate to dimensions and details shown on the approved shop drawings and as required to suit field conditions. 3.2 INSTALLATION A. Installation shall only be started when the space is enclosed from the weather and temperature and humidity can be controlled to assure that the moisture content of the woodwork will not change more than one percent.. Install true and plumb, scribing to floors and walls. Install to a tolerance of 1/8" in 8'. No variations.will be allowed in flushness of adjoining surfaces. Seamed tops and faces shall fit perfectly flush and true. B. Anchor woodwork to substrate. All screws shall be driven to studs or blocking. All fasteners shall be concealed. 3.3 ADJUSTMENTS AND PROTECTION A. Clean and adjust any hardware. Clean all surfaces of shipping materials, dirt, Smudges foreign material. B. Protect woodwork with protective covers. Covers shall be acceptable to the fabricator and installer. Do not use plastic covers. END OF SECTION 06400-2 PAGE 93 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 06600 - PLASTIC FABRICATIONS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SCOPE A. Provide plastic fabrications on areas indicated on plans. B. Provide all reinforcing/backing.for application of material. , PART 2 - PRODUCTS , 2.1 DESCRIPTION A. Solid, non -porous surfacing material homogeneously composed of a blend of natural materials and high performance acrylics. B. A blend of minerals and FDA approved pigments create uniform and permanent colors. C. Products to meet all required ANSI Standards and ASTM Standards for associated use in food preparation areas. 2.2 MANUFACTURERS A. Select from Dupont "Corian", International Paper "Nevamar" or other approved equals. B. Colors are to be approved by the Owner prior to installation of the product. PART 3 - EXECUTION INSTALLATION A. Install per manufacturer's recommendations. END OF SECTION 06600-1 SPECIFICATIONS FOR ANEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 07200 - INSULATION The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SCOPE: A. Furnish and install thermal and acoustical insulation as shown on the drawings and specified herein. PART 2 - PRODUCTS 2.1 MANUFACTURER Owens-Corning, Manville, or approved equal. 2.2 MATERIALS: A. Exterior Walls - As noted on drawings. B. Ceiling - As noted on drawings. C. Acoustical Insulation - 3 1/2" thick un -faced Fiberglas batts. Owens -Coming "Sonobatts" or equal. PART 3 - EXECUTION 3.1 INSTALLATION: A. Install as per manufacturers written instruction. B. Install acoustical insulation at all toilet room walls, demising wall between the new. aerobics room and the Men's Locker Room, and other areas indicated on the drawings. END OF SECTION 07200-1 PAGE 95 SPECIFICATIONS FOR A NEW FtrNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUB1 OUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 07300 - ROOF TILES & ROOF COVERINGS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1- GENERAL -1.1 SCOPE 1 7 A. Furnish and install One Piece "S" Mission Tile as shown on the drawings and specified herein. All tile and accessories shall comply with pertinent provisions of ASTM C1167 (Grade 1) and I.C.B.O. Report No. 4202. B. Critical Note: Roof tile shall match existing roof tile. Contractor to verify and state in his bid that the roof tile will match the roof file on the existing building. PART2-PRODUCTS 2.1 MANUFACTURER A. Pioneer Roofing Tile, Inc. ' Southern California Region 10650 Poplar Ave., Fontana, CA 92337 Tel. (909) 35042380 Fax (909) 350-2298 1 2.2 MATERIALS A. Membrane: Provide in strict accordance with pertinent requirements of governing agency having jurisdiction. Double membrane at all hips, valleys and ridges. At all areas where tile is being installed, provide a membrane consisting of not less than two layers ASTM D-226 Type 30 felt or one layer of ASTM d-2626 Type 40 felt. B. Wood Strips and Bird -stops: Provide 1x2 foundation grade redwood strip full length of the eave to raise first of roof tiles. Set mortar securely for bird -stop. C. Flashings: Flash all roof valleys in strict accordance with Chapter 32 of the U.B.C. D. Mortar, Plastic Cement and Sealant: Provide Type M cement mortar complying with ASTM C-270 at all ridges and hips to completely seal the area under the ridge and hip tiles. E. Fasteners: For tiles and wood strips, use copper or other approved non -corrosive nails, 11 gauge, large head, in length sufficient to give proper penetration or a tile tie. 1 system. Provide other materials, not specifically described but required for a complete and proper installation such as wire ties or wind clips, as selected by the contractor subject to the approval of the architect or local jurisdiction. 07300-1 PAGE 96 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 3 - EXECUTION. 3.1 INSTALLATION A. Install as per manufacturer's written recommendations. . 3.2 CLEANING UP A. Upon completion of the work of this section and as a. condition of its acceptance, completely remove from the job site tools; equipment, debris and surplus materials pertaining to this portion of the work. END OF SECTION 07300-2 t SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA . SECTION 07620 - SHEET METAL FLASHING AND TRIM The requirements of the General Conditions and Division 1 apply to all work hereunder. F, PART 1- GENERAL 1.1 SCOPE A. Furnish and install all sheet metal work as shown on the drawings and as specified herein, including, but not limited to: 1. All flashings necessaryto make the roofing waterproof. 2. All flashings required for window and door openings. PART 2 -. PRODUCTS 2.1 MATERIAL A. Galvanized Sheet Metal -Shall be cold rolled sheet steel with not less than 1.25 oz. per square foot "Commercial Glass" zinc coating prime finish, conforming to ASTM A-93. 24 Gauge galvanized iron unless otherwise noted. B. Solder - Shall be grade 95% tin and 5% lead C. Nails and Fasteners - Shall be the same material as that of items to be fastened, unless noted otherwise. Type, gauges, and lengths, etc. as required for job conditions. PART 3 - EXECUTION 3.1 APPLICATION: A. Flashing - Lap all joints a minimum of six inches and fill with anon -hardening sealant material. Coordinate installation of flashings with all trades involved. All exposed edges shall be soldered and beaded or hemmed as required for strength and appearance. The sheet metal work shall be closely fitted neatly to the framework. B. Shop prime uncoated ferrous metal and galvanized sheet steel where hereinafter specified for surfaces which are inaccessible after fabrication or installation. END OF SECTION 07600-1 PAGE 98 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 07840 - FIRESTOPPING The requirements of the. General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL - 1.1 SUMMARY A. Section includes: Firestopping,. Including firestops in fire related walls, floors and partitions, around penetrations.of pipe, conduit, duct, cable, cable tray, bus duct and all other devices, or in blank openings. 1. Applications: Applications for firestop penetration / membrane protection includes: a. Penetration for the through passage of cable, cable tray, conduit, pipe, duct, electrical buss way or other raceways through fire rated floor / ceiling (vertical barriers) and / or wall / partitions (horizontal barriers) b. Through penetrations in hazardous locations (Class 1 - Division 1) or those requiring environmental seals against waste / dust, or those requiring cable strain relief security. c. Safeing slot openings between edge of floor slabs and curtain walls. d. Gaps between the top of walls and floors. e. Expansion joints in fire rated walls and floors. f. Openings around structural support members which penetrate floors / walls. a. Openings and penetrations in fire rated walls or partitions containing fire doors. B. Firestopping requirements may be created by other construction projects activities under related specification sections. C. Firestopping work shall be performed by a single contractor to maintain consistency and accountability on the project. 1.2 SYSTEM DESCRIPTION A. Performance Requirements: Provide firestopping which has been manufactured and installed to maintain performance criteria stated by manufacturer without defects, damage or failure. 07840-1 PAGE 99 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. System Technical Considerations: 1. Designs selected for installation shall provide a fire resistance rating that is at least equal to hourly rating of floor, wall or partition into which firestops have been installed. 2. Firestop systems and materials shall not require special tools for installation, and shall not emit hazardous, combustible, or irritating fumes during installation, curing, or use. I When one or more firestop design is acceptable, individual product characteristics shall be evaluated for secondary performance benefits, e.g., environmental sealing of water and dust, or for ease of retrofit modifications. C. System General Considerations: 1.. Firestop systems do not re-establish structural integrity of load bearing barriers. Consult structural engineer prior to cutting or core drilling any load bearing assembly. 1.3 SUBMITTALS A. General: Submit listed submittals in accordance with Conditions of the Contract and Division 1 Submittal procedures Section. 1. Submit manufacturer's technical data / product literature, for each type of firestop material to be installed. Literature shall provide a minimum, product description, characteristics, tests data, typical usage examples, independent test agency information, a product specification and storage requirements.. 2. Submit complete listing of material and systems to be used, include UL or FM Classification information or other third party test documentation. B. Product Data: Submit product data, including manufacturer's SPEC -DATA® product sheet, for specified products. C. Shop Drawings: Submit shop drawings showing layout, profiles and product components, including anchorage, accessories, finish colors and textures: 1. Submitted system information or drawings shall indicate specific products by catalog number, and the required installation thickness to be used during each through penetration. 2. Submit manufacturer's "engineering determination" drawings for non- standard installations where no UL tested system exists. D. Samples: Submit selection and verification samples for finishes, colors, and textures. E. Quality Assurance Submittals: Submit the following: 07840-2 PAGE 100 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE. THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1. Test Reports: Certified test reports showing compliance with specified performance characteristics ' . and physical properties. 2. Certificates: Product certificates signed by manufacturer certifying materials comply with specified performance characteristics and criteria, and physical requirements. a. Submit certificateor other documentation, from manufacturer stating that the installer has. been trained in the proper installation of said manufacturer's product, and is recognized as qualified to install such. manufacturer's product. In lieu of this documentation, installer shall submit a list of past projects to demonstrate capability satisfactorily perform intended installations. 3. Manufacturer's Instructions: Manufacturer's installation instructions. 1.4 QUALITY ASSURANCE A. Qualifications: 1. Installer Qualifications: Installer experienced in performing work Of this section who has specialized in installation of work similar to that required for this project. a. Certificate: When required, submit a certificate indication qualification. 2. Manufacturer's Qualifications- Manufacturer capable of providing field service representation during construction, approving acceptable installer and approving application method. Manufacturer of firestop materials shall be ISO 9001 certified. a. Submit product from "One Manufacturer" for entire project. Said manufacturer shall be entity producer of firestop products. Said manufacturer shall have been producing firestop products for a minimum of 10 years. F. Regulatory Requirements: I Firestop systems shall be installed in openings and around penetration items as required by Contract Documents, and as required by applicable design, building and construction codes, subject to interpretation of'jurisdictional authorities. 2. Firestop materials shall have approval of authority having jurisdiction. 07840-3 PAGE 101 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA C. Certifications: '.I. Performance of intended firestop designs shall have been demonstrated by third party testing in accordance with applicable reference standards specified herein. Evidence of third party acceptance shall include labeling or listing by an acceptable regulatory agency, as found in agencies directory, or via written report. 2. Manufactured assemblies and material formulations shall be prepared under third party monitored Quality Control Program, such as, Underwriters Laboratory, Inc. Follow-up Service. 3. Provide compliance certification for firestop designs and assemblies. PART 2 _ PRODUCTS 2.1 MANUFACTURER'S PRODUCT TITLE A. Manufacturer: United States Gypsum Co. 125 So. Franklin Street. Chicago, IL. 606064678. Telephone number (800) 847-4968 or FAX (312) 606-4476. Contact Nelster Sanchez. ■ B. Proprietary Product(s) / System(s): I. United States Gypsum System C -AJ -1081 Fire Code Compound ( Item 5 - Type FC ). 2. United States Gypsum System C -AJ -1020 Smoke Seal Compound (Item 5 - Type SS ) ' 3. Miscellaneous Installations of United States Gypsum Fire Code Compound with Therma-Fiber Safing Insulation. . 2.2 MATERIALS A. Usage: Only firestop products which have been third party tested in accordance with UL 1479 - ASTM E-814 for specific fire rated construction shall be considered and used. Items shall be tested'to specific parameters including the type and number of penetrating items, the size of the penetration items, the maximum allowable annular space, and rated for the hourly requirement of the structure. _ . 2.3 MIXES A. Mixing: Mix proprietary materials in accordance with manufacturer's instructions, including product data and product technical bulletins. 2.4 SOURCE QUALITY A. Source Quality: Obtain firestop materials from a single manufacturer. 07840-4 PAGE 102 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR.THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. Test, Inspections: ( Specify test, inspections, and other source quality requirements. ) C. Verification of Performance: ( Specify applicable performance verification requirements.) . PART 3 - EXECUTION 3.1 MANUFACTURER'S INSTRUCTION A. Compliance: Comply with manufacturer's product date, including product technical bulletins, product catalog installation instructions, and product carton instructions for installation. 1. Maintain jobsite file and comply With Material Safety Data Sheets (MSDS) for each product delivered to jobsite. 3.2 INSTALLATION A. Firestopping Installation: Install penetration firestop seal materials in accordance with design requirements, and manufacturer's installation procedures. 1. Follow design requirements pertaining.to cable separation. 2. Follow manufacturer's recommendation to obtain a professional finish. 3. If forms.or damming materials are used, they shall be removed after the designated cure / dry time unless the support materials used are of a fire resistant, or noncombustible nature. 4. Installed through firestops shall be identified vial label ,or stencil. Label shall state that the fill material around.the penetrating item is a firestop, and that it shall not be disturbed except by authorized personnel. The label shall include firestop brand name, product type, or catalog number and the UL classified system number for which it was installed. 5. Exposed surfaces of firestop shall be finished to a standard of adjacent faces or barrier being penetrated. B. Installation Reference Standard(s): Install ( Product title) in accordance with requirements of ( list applicable reference standard ). C. Interface with Other Work: (Specify applicable requirements for interface with other work). D. Related Products Installation: Refer to other Sections paragraph herein for related products installation. END OF SECTION 07840-5 PAGE 103 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 07920 - JOINT SEALANTS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SCOPE A. Furnish an install all coatings, sealants, sealant back-up materials and mastics as shown on the drawings and specified herein. PART 2 - PRODUCTS 2.1 MATERIALS: A. Masonry Weatherproofing Solution - Shall be Thompson Water Seal or approved equal, guaranteed in writing by the manufacturer for a period of five (5) years. B.. Sealant back up Material - Formed polyurethane strip. C. Sealants - Exterior - General; One or two part component polysulfide liquid polymer based compounds, which cure at normal temperature to a flexible firm rubber, tack free, paintable, in gun grade consistency, conforming to ASA specification A116.1- 1960, Class A or B as required. 'Use "Dap Flexiseal Polysulfide Polymer Sealer", Presstite #1176 "Strucsurseal", A.C. Horn's "Homflex LP -32" polysulfide sealant or approved equal. Color of sealants shall match color of adjacent work. D. Interior - Butyl -based compound, smooth flowing single component architectural grade, synthetic, general purpose caulking compound, composed of 80 - 100% solids, butyl, non oily, non -hardening, curing to a tack free paintable surface in gun grade a consistency. Use "DAP Butyl -Flex Caulking Compound", Prestite #432 "Butyl Caulk", A.C. Horn's "Vulcatex Elastic Caulking Compound", or approved equal. Color of caulking and sealants shall match the color of adjacent surfaces. E. Mastic - Where mastic is shown on the drawings, it shall be the general purpose butyl -based caulking compound here in before specified, except that it shall be knife or trowel consistency. Exterior applications exposed to weather shall be the polysulfide sealant here in before specified in knife or trowel consistency. F. Primers - Primers shall be quick -drying, colorless, non -staining sealer of type and consistency as recommended by the manufacturer. 07920-1 PAGE 104 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 3 - EXECUTION 3.1 PREPARATION: A. Clean and or prime all surfaces of bonding areas to receive above specified materials according to the written directions of the applicable manufacturers. 3.2 INSTALLATION - WATER REPELLENT COATING:, A. Material shall be designed to penetrate and react chemically withthe surface to form a new surface repellent to liquid water and permeable to water vapor. Material shall be colorless and shall not change the appearance or color of the surface to which it is applied. 3.3 INSTALLATION -SEALANTS: A. Install back-up material in joints to be sealed, compressing it to one quarter of its original thickness. Joints shall have a depth of not more than half of their width, but shall be not less than 1/4". Seal all perimeters between frames and adjacent construction continuously and elsewhere as indicated on the drawings. Sealant shall be applied according. to the manufactures recommendations. Remove excess sealant and leave adjacent surfaces clean. END OF SECTION 07920-2 PAGE 105 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 08100 - METAL DOOR AND METAL FRAMES The requirements of the General Conditions and Division 1 apply to all work hereunder. PART I — GENERAL 1.1 SHOP DRAWINGS/CERTIFICATES: A. Properly coordinate work of this section with the supplier of the finish hardware and with the supplier of other doors to be installed in the project. Shop drawing submittals are only required if there are changes from the material specified herein. Any changes are to be clearly noted on the submittal. PART2-PRODUCTS 2.1 MATERIALS: ' A. Doors - Steelcraft L-18 flush seri es with an 18ga facesheet. At doors with vision panel, use door type "N". Finish - Standard Prime Paint - G.C. to paint as shown on drawings. Provide rated doors and glass as shown on drawings. B. Frames - Steelcraft F-16 series, in widths to wrap around walls as shown on drawings, supplied with factory installed rubber bumpers, (3) per strike jamb and (2) per head. Frames shall be furnished with a minimum of six wall anchors and two base anchors of manufacturer's standard design. Conceal all fastening and anchorage unless otherwise noted. Provide factory finish. C. Frame Anchors - Locate all other frame anchors on each jamb, 4" from top, 4" from bottom and at intermediate points not exceeding 24". Except as specified below, ' provide anchors not lighter than 14ga steel, sizes and shapes as specified or indicated. r PART 3 - EXECUTION 3.1 INSTALLATION: A. Deliver product to site, see section 06200 for installation. END OF SECTION 08100-1 PAGE 106 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDRION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 08210 - WOOD DOORS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1- GENERAL 1.1 SCOPE r: A. Furnish and install wood doors as shown on the drawings and as indicated herein including installation of finish hardware, Provide and install all wood door frames and trim. 1.2 STANDARDS A. All wood doors shall be manufactured in accordance with the WIC -MM Section 18 and the NWMA I.S. 1-78. LI GUARANTEE A. All doors shall be guaranteed against: warp or twist exceeding 1/4" or more when the surface of the door exceeds 10 feet, delamination in any degree, any manufacturing defect which may impair or affect the performance of the door for the purpose for which it. is intended. Any door found defective within the specified length of time shall be replaced _without charge. Any fmish stain or paint required on the. replacement door shall be covered in the guarantee. B. Interior doors shall be guaranteed for the life of .the installation. PART 2 - PRODUCTS 2.1 MANUFACTURER A. All wood doors shall be of the same manufacturer, Weyerhauser Co. or approved equal. 2.2 INTERIOR DOORS A. Premium grade rotary sliced white oak face veneer for stained or painted finish with particle board core, Weyerhaeuser DPC-1 or approved equal. B. Note: New interior doors to match existing interior doors in wood species and stain applications of color. 08210-1 PAGE 107. SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE MUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 3 - EXECUTION 3.1 INSTALLATION A. Deliver products to site. See Section 06200 for installation requirements. PAGE 108 END OF SECTION 08210-2 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 08310 - ACCESS DOORS The requirements* of the General Conditions and Division 1 apply to all work of this section. PART 1 - GENERAL 1.1 SCOPE: A. Provide all access doors as specified herein and shown on the drawings. Shop drawings are not required unless material used is other than specified. PART2-PRODUCTS 2.1 ACCESS DOORS: A. Milcor DW Access Door or equal. Minimum size, 22" x 30". Flush panel, factory applied primer finish, insulated doors. Hinge is to be double acting concealed spring hinge to allow opening to 175 degrees. Panels to be removable by taking pin out of hinge attached to panel. Lock is to be flush, cylinder with two keys. PART 3 - EXECUTION 3.1 INSTALLATION A. Install per manufacturer's instructions. Coordinate all work with finished openings. . Doors to open smooth and level. END OF SECTION 08310-1 PAGE 1109 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 08410 — ALUMINUM STOREFRONT WINDOWS The requirements of the General Conditions. and Division 1 apply to the work hereunder. PART 1 - GENERAL 1.1 StJMlVIARY A. Section Includes Commercial Grade and Heavy Commercial Architectural Aluminum Windows, including glass and glazing at factory, metal panels, perimeter trims, sills and stools, window installation hardware and accessories, shims and anchors, and perimeter sealing of window units to match aluminum entrance doors and frames.. 1. Manufacturers: a. Kawneer Aluminum Storefront System includes TRIFAB VG 450 Series 5200, 1-3/4" x 4'/z" fixed section, or approved equal. b. United States Aluminum Center Glazed Series 450, 1-3/4" x 4-1/2" fixed section, or approved equal B. Critical Note: Window frames to match existing window frames in sectional profile, thickness, and color. General Contractor to confirm this in bid submittal. 1.2 SYSTEM DESCRIPTION A. The windows shall be Architectural Aluminum Fixed windows in accordance with ANSI/AAMA 101 Voluntary Specifications for Aluminum and Poly Prime Windows and Glass Doors for a Class and Grade of F-HC60. B. Test Units 1. Conform to minimum size in accordance with ANSI/AAMA 101 Manufacturer's standard construction, glazed and assembled. C. Test Procedures and Performance 1. Air Infiltration 2. Water Resistance 3. Uniform Load Deflection 4. Uniform Load Structural. Test 5. Thermal Transmittance 6. Condensation Resistance 7. Forced Entry Resistance 08410-1 PAGE 110 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA D. System Performance Requirements: Provide aluminum windows which have been manufactured, fabricated and installed to withstand uniform loads from 60 psf and to maintain without defects, damage; or failure. . 1.3 SUBMITTALS A. General: Prepare, review, approve, and submit product date, shop drawings, samples in accordance with "Conditions of the Contract.• 1.4 WARRANTY A. Project Warranty: Refer to "Conditions of the Contract". B. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty. 1. Warranty Period: Two years from date of completion of the project. 2. Insulating Glass: Warranted to be free from defects for a period of five years. 1.5 QUALITY ASSURANCE A. The architectural aluminum supplier shall have a quality system registered to one of the ISO 9000 series of standards. The quality system shall be certified by a Registrar approved by the Accreditation Board (RAB) or another, international approval authority. 1. The certificate shall be current and in good standing with the Registrar which issued it. 2. The supplier shall furnish, upon request, a copy or copies of the current certificate. PART 2 - PRODUCTS 2.1 PRODUCTS A. Acceptable Manufacturers: 1. Kawneer Compnay, Address: 555 Guthridge Vcourt, Technology Park, Atlanta, Norcorss, GA 30092. Telephone: (770) 449-5555; Fax: (770) 734- 1560 2. United States Aluminum Corporation, 200 Singleton Drive, Waxahachie, Texas 75165. Telephone (972) 937-9651; Fax (937-0405. 08410-2 PAGE 111 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. Substitutions: 1. General: Refer to Division 1 2. Substitution Documentation a. Product Literature and Drawings : Submit product literature and drawings modified to suit specific Project requirements. b. Certificates c. Test Reports d. Product Sample and Finish 3. Substitution Acceptance in written form, either as an addendum or modification, and documented by a formal change order signed by the Owner and Contractor. 2.2 -MATERIALS A. Aluminum (Windows and Components) P ) 1. Material Standard: ASTM B 221, 10A -T5; 6063-T5 alloy and temper. 2. Member wall thickness shall provide the required strength to meet Kawneer specified performance requirements. 3. Tolerances for wall thickness and other cross-sectional dimensions of storefront members are nominal and in compliance with AA Aluminum Standards and Data. 4. Frame Depth: Not less than 17/8" (47.63 nun). All main framing comers ' shall be coped and butt -type construction, neatly joined and mechanically secured by means of two (2) screws per joint anchored into integral screw races. 5. Dimensions: Wall thickness and other cross-sectional dimensions of window members are nominal and in compliance with ANSI H35-2-1990. B. Mullions and Cover Plates: Shall be extruded aluminum of 6063-T5 alloy and temper of profile and dimensions indicated on drawings. Mullions shall provide structural properties to resist wind pressure required by performance criteria and standards.. ' D. Gaskets shall be extruded EPDM rubber. E. Perimeter anchors will be aluminum. When steel anchors are used, provide insulation between steel material and aluminum material to prevent galvanic action. 2.3 FABRICATION A. General: 1. Fabricate components per manufacturer's installation requirements. 2. Arrange fasteners and attachments to conceal from view. 08410-3 PAGE 112 SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 2.4 FINISHES A. Shop Finish: Factory finished Kynarpaint.to match existing entrance doors frames. 2.5 SOURCE QUALITY CONTROL A. Source Quality: Provide aluminum storefronts specified herein from a single source. PART 3 — EXECUTION 3.1 EXAMINATION A. Site Verification of Conditions; Verify substrate conditions and actual measurements field dimensions prior to fabrication. Coordinate fabrication with construction progress to avoid construction delays. END OF SECTION 08410-4 PAGE.113 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDRION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 08710 - FINISH HARDWARE The requirements of the General Conditions and Division I apply. -o all work hereunder. PART I - GENERAL 1.1 SUBMITTALS A. Supply hardware installation schedule only if hardware is not to be supplied as specified herein. Clearly note on the submittal any changes from the material specified. Submit in accordance with the requirements of Section 01300. 1.2 SCOPE A. Provide all finish hardware complete with suitable fasteners for all work whether listed herein or not. Items not specifically mentioned, but necessary to complete the work, shall be furnished, matching in quality, design and finish those items specified for similar locations. PART 2 -PRODUCTS 2.1 MANUFACTURER: A. Supply hardware as shown on the hardware schedule on the drawings and all hardware is to match that which has been installed in the existing clubhouse in style and finish. B. Critical Note: General Contractor to confirm all new hardware to match that which has been installed in the existing clubhouse. 2.2 HARDWARE SCHEDULE A. To be submitted by Hardware supplier for approval. R. All door`lever sets to ADA approved with turn back handle which are approved by the Fire Department. PART 3 - EXECUTION 3.1 INSTALLATION A. Installation to be installed under sections 08100. Installed hardware shall operate smoothly with no bind or slack. Set hardware in accordance with the manufacturer's written instructions. END OF SECTION 08710-1 PAGE 114 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDRION FOR THE crTRUS GOLF CLUBHOUSE THE CITRUSCOUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 08780 -.SPECIAL FUNCTION HARDWARE The requirements of the General Conditions and -Division I apply to all work hereunder. PART 1 - GENERAL 1.1 SUBMITTALS: A. Supply hardware installation schedule only if hardware is not to be supplied as specified herein.. Clearly note on the submittal any changes from the material specified. Submit in accordance with the requirements of Section 01300. 1.2 SCOPE: A. Provide all cabinet and drawer hardware complete with suitable fasteners for all work whether listed herein or not. Provide all shelving brackets and shelving with suitable fasteners for all work whether listed herein or not. Items not specifically mentioned, but necessary to complete the work, shall be fiunished, matching in quality, design and finish, those items specified for similar locations. PART 2 - PRODUCTS 2.1 MANUFACTURERS: A. Hinges - BLUM "Modul" concealed hinge or equal B. Drawer Slides - ACCURIDE #3800 full extension or equal. C. Pulls/Knobs - To be determined by interior - designer. D. Shelving Standards & Brackets - Provide KV87 ANO slotted standards in lengths shown on drawings. Provide KV 187LL ANO 12". extraheavy duty brackets. E. Shelving - Provide KV 1980 white shelving. Shelving is to be solid 5/8" particle board overlaid with a melamine laminated finish with edge bands on all exposed edges. PART 3 - EXECUTION 3.1 INSTALLATION: A. Installation to be installed under sections 06400. Installed hardware shall operate smoothly with no bind or slack. Set hardware in accordance with the manufacturers written instructions. Install shelving brackets true and level to wall studs. END OF SECTION 08780-2 PAGE 115 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 08810 - GLASS AND GLAZING The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SCOPE: A. Furnish and install all glass as shown on the drawings and as specified herein. 1.2 QUALITY ASSURANCE: A. Glass quality shall meet the requirements of Federal Specifications DD -G -451d. All glass and glazing shall be in strict accordance with CPSC Safety Standards for Architectural Glazing Materials. 1.3 WARRANTY: A. All insulating glass units shall be warranted by the manufacturer against material defects and fogging or condensation within the unit for a period of ten (10) years. Guarantee shall include both material replacement and installation. PART 2 - PRODUCTS 2.1 EXTERIOR WINDOWS A. Tinted Glass - plate glass at exterior (verify with architect prior to production) by PPG or approved equal, 1/4 inch float, insulated, tempered within 24" of floor and . 24" of door openings. Insulated glass shall be of double seated construction consisting of an interior band of butyl and an exterior seal of polysulfide. Spacer shall be roll formed aluminum with soldered corners and filled with absolutely dry desiccant. Glazing compounds and sealants shall be approved in writing by the manufacturer of the insulated glass units. 2.2 INTERIOR GLAZING A. Clear glazing, 1/4" float, tempered within 24" of floor and 24" of door openings, size as noted in drawings. B. Rated windows are to have 1/4" thick wire glass with horizontal square grid pattern. 08810-1 PAGE 116. SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA,.CALIFORNIA PART 3 - EXECUTION 3.1 INSTALLATION: A. Install glazing in locations shown on the drawings. All glazing to be the thickness as indicated or the minimum as required for the opening, whichever is thicker. Provide tempered glass as required by location. END OF SECTION 08810-2 PAGE.117 SPECIFICATIONS FOR A NEW FrrNESB CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA r SECTION 09200 - LATH AND PLASTER '. The requirements of the General Conditions and Division 1 apply to all work hereunder. '.r PART 1 - GENERAL 1.1 SCOPE A. Furnish and install all lath and plaster work as shown on the drawings and as specified herein. ' 1.2 MANUFACTURER FOR ORIGINAL BUILDING BUILT IN 199.5 A. The original plastering system on the clubhouse was furnished by Highland Stucco & Lime Products, Inc., 15148 Oxnard Street, Van Nuys, CA 91411, Tel 818/785- 3131, Fax 818/785-2815. B. Install all lath and plaster work as shown on the drawings and as specified herein. C. The final finish of all plaster will seamlessly match the existing clubhouse without exception. 1.3 SAMPLES: A. Provide a 24" x 24" .sample of the proposed finish for the project. B. Sample will match existing buildings texture and color (no exceptions). PART 2 - PRODUCTS 2.1 MATERIALS: r .A. Exterior -Cement -Portland Cement, ASTM C150 Type II, low alkali. B. Hydrated Lime - ASTM C-206 Type S.: C. Bonding Agent - Type recommended for bonding plaster to cement conforming to ASTM C 631 D. Gauging Plaster - ASTM C-28 E. Sand - Natural or manufactured sand, clean and graded. ASTM C144 -66T, in accordance with ASA Specifications A42.3 1946. 09200-1 PAGE 118 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FORTHE CITRUS GOLF CLUBHOUSE THE. CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA F. Water - Fresh,.clean, and potable, and free from such amounts of mineral and ' organic substances as would adversely affect the hardening of cement mortar. G. Gypsum Lath - Vertical and horizontal lath to be waterproof exterior gypsum lath sheathing as indicated on the drawings. ' H. Lathing Accessories - Shall be not less than 26 ga steel, zinc coated, US Gypsum, Penmetal, or approved equal. Furnish and install corner and casing beads, corner ' reinforcement, stops, base screeds, expansion joints, etc., and, any other accessories shown or required to complete the installation. ' I. Vent Screed - Fry Reglet as shown on drawings. J. Expansion Screed - Fry Reglet as shown on drawing PART 3 - EXECUTION ' 3.1 APPLICATION OF LATH: A. Install as per manufacturer's specific instructions which will supercede any ' instructions noted in these specifications. 3.2 ACCESSORIES: ' A. Install all required plaster grounds, casing beads; or stops, base screeds, corner reinforcements, special stops, and other metal accessories. Apply and shim out to ' required thickness. Set plumb, level and straight, free of kinks and bends. Install casing beads or stops at the end of all plaster continuously. Provide expansion joints or control joints where shown or required. ' 3.3 APPLICATION OF EXTERIOR CEMENT PLASTER ' A. General Requirements - Exterior cement plaster shall be applied in a three coat process to a minimum of 3/4" thickness. t B. Scratch and brown coats of cement plaster shall consists of ingredients proportioned as follows: 1 part Portland Cement to not less than 3 parts aggregate, and not more than 10 % of lime putty. Finish coal shall be mixed as recommended by the manufacturer to provide a uniform texture matching the approved sample, Finish coat for smooth trowel finish shall consist of 1 part Portland Cement to not less than 3 parts fine aggregate and not more than 20% lime putty. ' C. Scratch Coat - Shall be applied to a minimum thickness of 3/8", completely embedding lath. Before scratch coat has set, it shall be well cross -bar scratched to ' provide a strong bond. Scratch coat shall.be damped cured 48 hours before brown coat is applied with a frog spray. 09200-2 PAGE 119 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA D. Brown Coat - Shall be applied to a minimum thickness of 1/4". Scratch coat shall be dampened evenly with a fog spray to obtain uniform suction before the brown coat is applied. Brown coat shall be applied to scratch coat with sufficient pressure to force the plaster into scratches and shall be brought to plumb, true, and even surfaces, but left in a rough texture. When set sufficiently, brown coat shall be floated with a dry float. Fog spray for 48 hours: Intervals between application of brown coat and finish coat shall be at least 14 days of dry weather. E. Finish Coat - Shall be laid out to permit completion of entire surface in one operation. Finish coat shall be applied to a minimum thickness of 1/8" or in such thickness as may be necessary to insure full thickness as required for this work. Brown coat shall be dampened evenly to provide suction before applying finish coat. Finish coat texture to be a smooth trowel finish. 3.4 CURING A. Follow manufacturer's recommendations on curing in dry and hot weather conditions. END OF SECTION 09200-3 PAGE 120 SPECIFICATIONS FOR NEW FITNESS CENTER AND BAR ADDRION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 09220 - PORTLAND CEMENT PLASTER The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provision of the Contract, including General and Supplementary Conditions and Division I Specifications Sections, apply to this Section. 1.2 SUNEWARY A. This Section includes the following: I 1. Metal framing and furring. 2. Metal lath and accessories 3. Portland cement plaster 4. Stucco finishes. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each product specified. C. Contractor to submit drawings of proposed control joint layout for architect for review prior to commencing this work. D. Material Certificates: Submit certificate signed by the manufacturer for each kind of plaster aggregate certifying that materials comply with requirements. 1.4 QUALITY ASSURANCE A. Except as otherwise indicated or specified, conform to applicable requirements of the Plaster / metal Framing Systems / lath Manual as published by California Lathing and Plastering Contractors Association Inc., Los Angeles, California, hereinafter referred to as Ref. Spec. In case of conflict between and code, law, ordinance, ref. Spec., and requirements, herein comply with the most restrictive requirements. B. Mockups: Prior to installing plaster work, construct panels for each type of finish and application required to demonstrate aesthetic effects as well as qualities of materials and execution. Build mockups to match existing building's surface texture. t PAGE 121 09220-1 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA C. Installer is responsible for ensuring that substrate for stucco, including metal framing, is structurally sufficient for plaster installation. Metal framing and supports for stucco assemblies: Structural engineering of ceiling and soffit framing is the responsibility of the Contractor. The drawings indicate the design concept, final configuration and dimensions. The size and spacing of metal framing to structurally support the stucco in each application, including other applicable components such as mechanical diffusers, lighting, millwork, etc. is the responsibility of the installer. The systems are to be designed in accordance with the Code and standard engineering practice. D. Scaffolds and Equipment. Comply with CAC Title 8 and all applicable laws and ordinances. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver cementitious materials to Project site in original packages, containers, or bundles, labeled with manufacturer's name, product brand name, and lot number. B. Store materials inside, under cover, and dry, protected from weather, direct sunlight, surface contamination, aging, corrosion, and damage from construction traffic and other causes. 1.6 PROJECT CONDITIONS A. Environmental Requirements, General: Comply with requirements of referenced plaster application standards and recommendations of plaster manufacturer for environmental conditions before, during, and after plaster application. B. Cold Weather Requirements: Provide heat and protection, temporary or permanent, as required to protect each coat of plaster from freezing for a least 24 hours after application. Distribute heat uniformly to prevent concentration of heat on plaster near heat sources; provide deflection or protective screens. C. Warm -Weather Requirements: Protect plaster against uneven and excessive evaporation and from strong flows of dry air, both natural and artificial. Apply and cure plaster as required by climatic and job conditions to prevent dry out during cure period. Provide suitable coverings, moist curing, barriers to deflect sunlight and wind, or combinations of these, as required. D. Exterior Plaster Work: Do not apply plaster when ambient temperature is below 40o F. E. Interior Plaster Work: Maintain at least 50 ° F temperature in areas to be plastered ' for at least 48 hours before, during and after application. F. Ventilation: Provide natural or mechanical means of ventilation to properly dry interior spaces after cement plaster has cured. 09220-2 PAGE 122 1: SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA G. Protect contiguous work from soiling and moisture deterioration caused by plastering. Provide temporary coverings and other provisions necessary to minimize harmful spattering of plaster on other work. ' PART 2 -PRODUCTS 2.1 MANUFACTURERS P A. Manufacturers: Subject to compliance with requirements, provide products by one of tthe following: 1. Metal Framing and Supports: a. Alabama Metal Industries Corp. ( AMICO ) ' b. American Studco, Inc. c. Angeles Metal Systems. d. California Expanded Metal Products Co. ' e. Clark Steel Framing, Inc. f. Consolidated Systems, Inc. h. Dietrich Industries, Inc. i. Marino -Ware Industries. j. National Gypsum Co. k. Unimast, hie. 2. Expanded -Metal Lath: a. Alabama Metal Industries Corp. ( AMICO ) ' b. California Expanded'Metal Products Co., c. Dale / Incor Industries, Inc. e. National Gypsum Co. f. United States Gypsum Co. g.. Western Metal Lath Co. 3. Wire -Fabric Lath: .. ' a. Davis Wire Corporation. b. Jaeson Wire Company. c. Keystone Steel and Wire Co. ' d. K -Lath Building Projects. 4. Metal Accessories: ' a. Alabama Metal Industries Corp. ( AMICO ) b. California Expanded Metal Products Co. c. Dale//Incor Industries, hie. ' d. Delta Star, hie. e. Fry Reglet,Corpoiation. f. Gordon, Inc. ' g. Metalex ( Keene Products). 09220-3 ' PAGE 123 SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA i. National Gypsum, Co. j. Pittcon Industries. k. Stockton Products. 1. Unimast Inc, m. United States Gypsum Co. n. Western Metal Lath Co. 5. Plastic Accessories: a. Alabama Metal Industries Corp. (AMICO ) b. Plastic Components, Inc. c. Vinyl Corp.. 6. Stucco: a. California Stucco Products Corp. b. Highland Stucco (the original manufactured product on clubhouse). c. United States Gypsum Co. d. La Habra. 2.2 METAL SUPPORTS FOR SUSPENDED AND FURRED CEILINGS B. General: Size metal ceiling supports to comply with ASTM C 1063, unless otherwise indicated. C. Wire for Hangers and Ties: ASTM A 641 ( ASTM A 641M), Class 1 zinc coating; soft temper. D. Rod. Hangers: Mild steel, zinc coated. E. Flat Hangers: Mild Steel, zinc coated or protected with rust -inhibitive paint. F. Channels: Cold -rolled steel, minimum. 0.0598 -inch- (1.5mm) thick base (uncoated) metal and 7/16 -inch- (11.1 -mm-) wide flanges, and as follows: 1. Carrying Channels: 2 -inch- (50mm) deep by 19/32 -inch- (15mm) wide flanges, 590 lb/1000 feet (0.87kg/m). 2. Carrying Channels: 1-1/2 inches (38mm) deep, 475 lb/1000 feet (0.7 kg/m). 3. Furring Channels:'/4,inch (19mm) deep, 300lb/1000 feet (0.45 kg/m) 4. Finish: Rust inhibitive paint, unless otherwise indicated. 5. Finish: ASTM A 653, G60 (ASTM A 653M, Z180 ) HOT -DIP GALVANIZED COATING FOR FRAMING WHERE INDICATED. 2.3 STEEL STUDS AND RUNNERS A. General: Provide steel studs and runners complying with the following requirements: 1. Protective coating: Manufacturer's standard corrosion resistant coating. 09220-4 PAGE 124 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADMION FOR THE CrrRUS GOLF CLUBHOUSE. THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. Non -Load -Bearing Studs and Runners: ASTM G 645 and complying with the following requirements for minimum thickness at base (uncoated) metal and other characteristics: 1. Thickness: As required for given application. 2. Depth: 3-5/8 inches (92.1 mm), or as required for given application. 2.4 LATH A. Expanded -Metal Lath: Comply with ASTM C 847 for material, type, configuration, and other characteristics indicated below. 1 Material: Fabricate expanded -metal lath from sheet metal conforming to the following: Galvanized Steel: Structural -quality, zinc coated (galvanized) steel sheet complying with ASTM A 653, G60, (ASTM A 653M, Z180) minimum coating designation, unless otherwise indicated. 2. Diamond -Mesh lath: Comply with the following requirements: a. Configuration: Self -furring. b. Weight: 3.4 lb/sg. Yd. (1.8 kg/sq. m). B. Paper Backing: Where paper -backed lath is indicated, provide the following material factory bonded to back of last: Comply with FS W -B-790, Type I, grade and style as indicated below: 1. Vapor -retardant Paper: Grade B, Style 1 with flame spread rating of 25 per ASTM E 84. 2.5 ACCESSORIES A. General: Comply with material provision of ASTM C 1063 and the requirements indicated below; coordinate depth of accessories with thickness and number of plaster coats required. 1. Galvanized Steel Components: Fabricated from zinc -coated (galvanized) steel sheet complying with ASTM A 653, G40 (ASTM 653M; Z90) minimum coating designation.. B. Metal Corner Reinforcement: Expanded, large mesh, diamond -metal lath fabricated from zinc -alloy or wire -welded mesh fabricated from 0.0475-inch-(1.2mm) diameter, zinc -coated (galvanized) wire and specially formed to reinforce external corners of portland..cement plaster on exterior exposures while allowing full plaster encasement. C. Cornerbeads: Small nose comerbeads fabricated from the following metal, with expanded flanges of large -mesh diamond -metal lath allowing full plaster encasement. 1. Galvanized Steel: Minimum 0.0172 inch (0.44mm) thick. D. Casing Beads: Square -edged style, with expanded flanges. of the following material: 1. Galvanized Steel: Minimum 0.0172 inch (0.44mm)thick.. 09220-5 PAGE 125 ' SPECIFICATIONS FORA NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA E. Control Joints: Prefabricated, of material and type indicated below: 1. Galvanized Steel: Minimum 0.0172 (.044mm) thick 2. One Piece Type: Folded pair of non perforated screeds in M -shaped configuration, with expanded or perforated flanges. a. Provide removable protective tape on plaster face of control joints. F. Foundation Sill (Weep) Screed: Manufacturer's standard profile designed for use at sill plate line to form plaster stop and prevent plaster from contacting damp earth, fabricated from zinc -coated (galvanized) steel sheet. - G. Lath Attachment Devices: Material and type required by ASTM C 1063 for installation indicated. 2.6 PLASTER MATERIALS A. Base -Coat Cements: Type as indicated below: 1. Portland cement, ASTM C 150, Type H. B. Stucco Finish Coat: Manufacturer's standard factory -packaged stucco, including portland cement, aggregate, coloring agent, and other proprietary ingredients. C. Lime: Special hydrated lime for finishing purposes, ASTM C 206, Type S; or special hydrated lime for masonry purposes, ASTM C 207, Type S. D. Sand Aggregate for Base Coats: ASTM C 897. E. Aggregate for Finish Coats: ASTM C 897 system and as indicated below: 1. Manufactured or natural sand, white in color. 2.7 MISCELLANEOUS MATERIALS A. Fiber for Base Coat: Alkaline -resistant glass or polypropylene fibers, '/z inch (13mm) long, free of contaminates, manufactured for use in portland cement plaster. B. Water for Mixing and Finishing Plaster: Potable. C. Waterproofing admix in proportion recommended by manufacturer. D. Asphalt -Saturated Felt: ASTM D 226, Type I (No. 15), non -perforated. E. Steel drill screws complying with ASTM C 1002 for fastening metal lath to wood or steel members less then 0.033 inch (.84 mm) thick, F. Steel drill screws complying with ASTM C 954 for fasteningmetal lath to steel members 0.033 to 0.112 inch (.084 to 2.84 mm) thick. 09220-6 PAGE 126 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF., CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 2.8 PLASTER MIXES AND COMPOSITIONS ' A. General: Comply with ASTM C 926. for base- and finish -coat mixes as applicable to plaster bases, materials, and other requirements indicated. ' B. Base -Coat Mixes and Compositions: Proportion materials for respective base coats in parts by volume per sum of cementitious materials for aggregates to comply with the following requirements for each method of application and plaster base ' indicated. Adjust mix proportions within limits specified to attain workability. C. Fiber Content: Add fiber to following mixes after ingredients have mixed at least 2 minutes. Comply with fiber manufacturer's written instructions but do not exceed 1 lb/cu. Ft. (16 kg/cu. M) of cementitious materials. Reduce aggregate quantities accordingly to maintain workability. D. Three -Coat Work over Metal Lath: Base -coat proportions as indicated below: 1. Scratch Coat: 1 part portland cement, 0 to 3/4 parts lime, 2-1/2 to 4 parts aggregate. 2. Brown Coat: 1 part portland cement, 0 to 3/4 parts lime, 3-5 parts aggregate. E. Two -Coat Work over Concret Unit Masonry: Base -coat proportions as indicated below: 1. Base -Coat: 1 part portland cement, 3/4 to. l-1/2 parts lime, 3 to 4 parts aggregate. F. Stucco Finish Coat: Add water only, comply with Stucco manufacturer's written instructions. 2.9 NEDIING A. Mechanically mix cementitious and aggregate materials for plasters to comply with applicable referenced application standard and with recommendations of plaster manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION OF.LATH A. Standards: Comply with ML/SFA 920, "Guide Specifications for Metal Lathing and Furring," and with requirements of ASTM C 1063. B. Install supplementary framing, blocking, and bracing at terminations in work and for support of fixtures, equipment services, heavy trim, grab bars, handrails, furnishings, and similar work to comply with details indicated or, if not. otherwise indicated, to comply with applicable written instructions of lath and furring manufacturer. 09220-7 PAGE 127 SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA C. Isolation: Where lathing and metal support systems ubuts building structure horizontally and where partition or wall ubuts overhead structure, sufficiently isolate from structural movement to prevent transfer of loading from building structure. '..: Install slip- or cushion -type joints to absorb deflections but maintain lateral support. 1. Frame both sides of control joints independently and do not bridge joints with furring and lathing or accessories. D. Install additional framing, furring, runners, lath, and beads, as required to form openings and frames for other work as indicated. Coordinate support system for proper support of framed work that is not indicated to be supported independently of, metal furring and lathing system. 3.2 INSTALLATION OF CEILING SUSPENSION SYSTEMS A. Preparation and Coordination: Coordinate installation of ceiling suspension system with installation of overhead structural systems to ensure inserts and other structural anchorage provisions have been installed to receive ceiling hangers ers in a manner that will develop their full strength and at spacing required to support ceilings. ' B. Hanger Installation: Attach hangers to structure above ceiling to comply with ML/SFA 920, "Guide Specifications for Metal Lathing and Furring" and with referenced standards. C. Install ceiling suspension system components of sizes and spacings indicated, but not in smaller sizes or greater spacings then those required by. referenced lathing and furring installation standards. . I. Wire Hangers: Space 0.16 -inch- (4 mm) diameter wire hangers not over 48 inches (1219mm) o.c., parallel with and not over 36 inches (914mm) perpendicular to direction of carrying channels, unless otherwise indicated, and within 6 inches (152mm) of carrying channel ends. ' 2. Carrying Channels: Space carrying channels not over 36 inches (914mm) o.c. with 48 inch (1219mm) o.c. hanger spacing. 3. Furring Channels to Receive Metal Lath: Space furring channels not over 16 inches (406mm) o.c. for 3.4 lb/sq yd. (1.8 kg/sq. m) diamond -mesh lath. 3.3 LATHING D.. Install metal lath for the following applications where plaster base coats are required. Provide appropriate type, configuration, and weight of metal lath selected from materials indicated that comply with referenced ML/SFA specifications and ASTM lathing installation standards. 1. Suspended and furred ceilings using 3.41b/sq. yd (1.8 kg/sq. m) minimum weight, diamond -mesh lath. 2. Vertical metal framing and finning using 3.4 lb/sq. yd (1.8kg/sq. m) minimum weight, diamond -mesh lath and cold -rolled channel stud framing. 09220-8 = r PAGE 128 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3. Exterior sheathed wall surfaces using 3.41b/sq. yd (1.8kg/sq. m) minimum weight, self -furring, diamond -mesh. 4. Monolithic surfaces using 3.4 lb/sq. yd. (1.8kg/sq. m) minimum weight, self furring, diamond -mesh lath or vertical metalframing and furring as required for plaster thickness. 3.4 PREPARATIONS FOR PLASTERING A. Clean plaster bases and substrates for direct application of plaster, removing loose material and substances that may impair the Work. B. Install temporary grounds and screeds to ensure accurate rodding of plaster to true surfaces; coordinate with -scratch -coat work. C.. Refer to Division 6 Sections for installing permanent wood grounds, if any. D. Flashing: Refer to Division 7 Sections for installing flashing as indicated. 3.5 INSTALLATION OF PLASTER ACCESSORIES A. General: Comply with referenced lathing and furring installation standards for provision and location of plaster accessories of type indicated. Miter or cope accessories at corners; install with tight joints and in alignment. Attach accessories securely to plaster bases to hold accessories in place and in alignment during plastering.:Install accessories of type indicated at following location: 1. External Corners: Install corner reinforcement at external corners. ' 2. . Terminations of Plaster: Install casing beads, unless otherwise indicated. 3. Control Joints: Install at location indicated, or, if not indicated, at locations complying to the following criteria and approved by Architect: a. Where an expansion of contraction joint occurs in a surface of construction directly behind plaster membrane. b. Distance between Control Joints: Not to exceed 18 feet (5.4 m) in either direction or a length to width ratio of 2-1/2 to 1. ' c. Wall Areas: Not more then 144 sq. ft. (13 sq. m). d. Horizontal Surfaces: Not.more then 100 sq. ft. (9 sq: m) in area. e. Where plaster panel sizes or dimensions change, extend joints full ' width or height of plaster membrane. 3.6 PLASTER APPLICATION A. Plaster Application Standard: Apply plaster materials, composition, and mixes to i comply with ASTM C 926. , ■ B. Do not use materials that are frozen, caked, lumpy, dirty, or contaminated by foreign materials. 09220-9 PAGE 129 ' SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA C. Do not use excessive water in mixing and applying plaster materials. ■ D. Flat Surface Tolerances: Do not deviate plus or minus 1/8 inch in 10 feet (3mm in 3 m) from a true plane in finished plaster surfaces, as measured by a 10 foot (3 m) straightedge placed at any location on surface. E. Grout hollow -metal frames, bases, and similar work occurring in plastered areas, with base coat plaster material, and before lathing where necessary. Except where full grouting is indicated or required for fire -resistance rating, grout at least 6 inches (152mm) at eachiamb anchor. F. Sequence plaster application with installation and protection of other work so that neither will be damaged by installation of the other. G. Plaster flush with metal frames and other built-in metal items or accessories that act as a plaster ground, unless otherwise indicated. H. Corners: Make internal corners and angels square; finish external corners flush with cornerbeads on interior work, square and true with plaster faces on exterior work. I. Number of Coats: Aplly plaster of composition indicated, to comply with the following requirements: 1. Three Coats: over the following plaster base: .. a. Metal lath. 2. Two Coats: over the following plaster bases: a. Concrete unit masonry. J. Finish Coats: Apply finish coats to comply with the following statements: 1. Prepared Finish: Apply stucco finish coats; acrylic -based finish coats, and other factory -prepared. finish coats according to manufacturer's written instructions. K. Moist -cure plaster base and finish coats to comply with ASTM C 926, including written instructions for time between. coats and curing in "Annex A2 Design Considerations." 3.7 CUTTING AND PATCHING A. Cutatch replace, p ep ce, repair, and point up plaster as necessary to accommodate other work. Repair cracks and indented surfaces. Point -up finish plaster surfaces around items that are built into or penetrate plaster surfaces. Repair of replace work to eliminate blisters, buckles, check cracking, dry outs, efflorescence, excessive pinholes, and similar effects. Repair or replace work as necessary to comply with required visual effects. 09220-10 ' PAGE 130 SPECIFICATIONS FOR A NEW FITNESS CENTER AND.BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3.8 CLEANING AND PROTECTING A. Remove temporary covering and other provisions made to minimize spattering of plaster on other work. Promptly remove plaster from door frames,. windows, and other surfaces not to be plastered.. Repair surfaces stained, maned, or otherwise damaged during plastering work. When plastering work is completed, remove unused materials, containers, equipment, and plaster debris. B. Provide final protection and. maintain conditions, in a manner acceptable to manufacturer and installer that ensure plaster work is without damage or deterioration at the time of Substantial Completion. END OF SECTION 09220-11 PAGE 131 ' SPECIFICATIONS FOR ANEW FRNESS CENTER AND BAR ADDITION FOR THE CRRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 09250 - GYPSUM WALLBOARD ' The requirements of the General Conditions and Division 1 apply to all work hereunder. 1` PART 1 GENERAL 1.1 SCOPE: A. Furnish and install gypsum wallboard and related items as shown in the drawings and as specified herein. PART 2 - PRODUCTS 2.1 MATERIALS: A. Gypsum Wallboard -Manufactured by US Gypsum or approved equal. 4' wide and in lengths as long as practical to eliminate excessive joints. 1. Non -rated Board. 5/8" thick with tapered edges, 2. Fire Rated Board. 5/8" Type X with tapered edges. 3. Water Resistant Board 5/8" thick with tapered edges. ' .. B. Joint Systems -All joints systems, including tape, compound and water resistant sealant shall be as recommended by the gypsum board manufacturer. ' C. Fasteners - 1 1/4" type W bugle head screws for use with power driven tools as manufactured by U.S. Gypsum. Fastening as per UBC Table 47-G. ' D. Exposed edges of wallboard shall be trimmed with USG #200-A metal trim. PART 3 - EXECUTION 3.1 WALLBOARD: ' A. Cut board neatlyobtain to neat and uniform joints. Install wallboard to ceiling areas first. Application shall be by horizontal method with the ends centered on bearing surfaces. Stagger end joints of adjoining panels. Screws shall be not less than 3/8" from edges and ends and shall be spaced a maximum of 6" on center on ceilings and 7" on center on walls. Set screws slightly below surface, but do not break paper face. 09250-1 PAGE 132 1.: SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA 3.2 JOINTS AND CORNERS: A. All joints and corners to be treated in accordance with the manufacturer's recommendations. Exposed joints, screw head depressions or any defects incurred during installation of wallboard shall be finished with tape and cement. External comers.shall be protected and finished with a metal corner bead. Internal corners shall be finished with tape and cement. Metal edge trim shall be installed at the intersection of the wallboard and dissimilar material. 3.3 FINISHES: A. All surfaces to receive paint shall receive a smooth finish free of surface imperfections. Areas to receive wall covering shall be finished smooth free of surface imperfections and ready to receive wall covering. END OF SECTION 09250-2 PAGE 133 f 1 1 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 09300 - TILE WORK The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL , 1.1 SCOPE A. Furnish and install tile floor, base and wall as shown on Drawings and specified herein. B. This section includes the following: 1. Ceramic mosaic tile. 2. Quarry tile. 3. Paver tile. 4. Glazed wall tile. 5. Special-purpose tile. 6. Waterproof membrane for thin set file installations. 7. Stone thresholds installed as part of tile installation. 1.2 QUALITY ASSURANCE STANDARDS A. Tile Council of America (TCA) Handbook for Ceramic Tile Installation. B. American National Standards, Inc. (ANSI). C. Installer Qualifications: Engage an experienced installer who has completed file installations similar in material, design, and extent to that indicated for this project and with a record of successful in-service performance. 1.3 SUBMITTALS A. Product Data: For each type of tile, mortar, grout, and other products specified. B. Samples for Verification: Of each item listed below, prepared on Samples of size and construction indicated. Where products involve normal color and texture variations, include Sample sets showing the full range of variations expected. 1. Each type of composition of file and for each color and texture required, as least 12 " (300mm) square, mounted on braced cementitious backer units, and with grouted joints using product complying with specified requirements and approved for completed work in color or colors selected by Architect. 2. Full-size units of each type of trim and accessory for each color required. 09300-1 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA 3. Stone thresholds in 6" (150mm) lengths. 4. Metal edge strips in 6" (150mm) lengths. C. Source Limitations for Tile: Obtain each color, grade, finish, type, composition, and variety of tile from one source with resources to provide products from the same production run for each contiguous area of consistent quality in appearance and physical properties without delaying the work. D. Mockups: Before installing tile, construct mockups for.each for of construction and finish required to verify selections made under Sample submittals and to demonstrate aesthetic effects and qualities of materials and execution. Build mockups to comply with the following requirements, using materials indicated for completed Work. 1.4 PROJECT CONDITIONS ' A. Environmental Limitations: Do not install tile until construction in spaces is completed and ambient temperature and humidity conditions are being maintained to comply with referenced standards and manufacturer's written instructions. 'PART 2 -PRODUCTS ' 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of ' the following: 1. Tile Products: a. American Marrazzi Tile, Inc. ' b. American Olean Tile Company. c. Buchtel Corporation USA. ' f. Dal -Tile Corporation. 2. Tile Setting and Grouting Materials: a. American Olean Tile Company. ' b. Bonsal: W. R. Bonsal.Company. c. C -Cure Corporation. d. Custom Building Products. ' e. Dal -Tile Corporation. e. Laticrete International, Inc. ' 2.2 PRODUCTS, GENERAL A. ANSI Ceramic Tile Standard: Provide the that complies with ANSI A137.1, ' "Specification for Ceramic Tile," For types, compositions, and other characteristics indicated. t 09300-2 ' PAGE 135 ' SPECIFICATIONS°FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI standards referenced in "Setting Materials" and "Grouting Materials" articles. C. Mounting: Where factory mounted tile is required, provide back or edge mounted tile assemblies as standard with manufacturer, unless another mounting method is indicated. D. Factory -Applied Temporary Protective Coating: Where indicated under tile type, protect exposed surfaces of tile against adherence of mortar and grout by pre -coating them with a continuous film of petroleum paraffin wax, applied hot. *Do not coat unexposed tile surfaces. 2.3 MATERIALS - A. Tiles: Ceramic tile shall have cushioned edges and Master -Set back mounted sheets. Tile for walls shall be glazed. Tile for floors shall be unglazed and slip -resistant. B. Walls: 6" x 6" x '/4" matte glazed. Color to be selected by interior designer. C. Floors: 2" x 2" x '/4" ceramic mosaics with cushioned edge. Color to be selected by interior designer. D. Base: 6" x 6" cove base. Color to be selected by interior designer. , E. Unglazed Quarry Tile: Square edged flat, 6" x 6" non abrasive with plain face. F. Stone Thresholds 1. General: Provide stone thresholds that are uniform in color and finish, fabricated to sizes and profiles indicated to provide transition between tile surfaces and adjoining finished floor surfaces. a. Fabricate thresholds to heights indicated, but not more then %s°' (12.7mm)above adjoining finished floor surfaces, with transition edges beveled on a slop no greater then 1: 2. Marble Thresholds: Provide marble thresholds complying with ASTM C 503 requirements for exterior use and with a minimum abrasive hardness calue of 10 per ASTM C 241. a. Provide white, honed marble complying with the Marble Institute of America's Group A requirements for soundness. G. Setting Materials: 1. Portland Cement: ASTM C 150 Type I. ' 2:. Sand: ASTM C 144 09300-3 1 PAGE 136 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3. .Grout: Commercial Portland.cement type per ANSI.AI 18.6. 4. .Organic Adhesive: ANSIA 136.1, Type 1. 5. Backing: Water resistant gypsum board as per Specification Section 09250, "Gypsum Board." H. Extra Stock: Deliver to Owner five square feet of each tile type and color used in project. Deliver in original boxes properly identified. PART 3 EXECUTION 3.1 INSPECTION A. Examine surface which will receive setting bed, tile, and accessories. Do not proceed with work until defects or conditions which would adversely affect quality, execution, and permanence of finished tile work are corrected. B. Maximum deviations of substrate surfaces (when a tile mortar bed is to be installed over a substrate): 1. Sub -Floor Surface: 1/8" in 10'. 2. Vertical Surfaces: ''/a" in 8'. 3. Deflection shall not exceed 1/360 of the span. C.. At areas that are to have slope to floor drain, Tile contractor to provide pre -slope. D. Assure that surfaces to receive mortar setting bed and file are firm, dry, clean, and free of oily or waxy films and curing compounds. E. Mortar Bed: 1. 1 part Portland cement, ''/z part lime, 5 parts damp sand UP TO 1 part Portland cement, 1 part lime, and 7 parts sand by volume. F. Bond Coat:, Portland cement paste with Latcrete Additive #4237. 3.2 INSTALLATION METHOD A. Interior Floor: Mortar Bed. B. TCA Handbook method F112, ANSI A108.1 and A108.10. C. Mortar Bed (ANSI A108.1): To be a minimum thickness of/4". D. Interior Walls and Base: TCA Handbook method W242, ANSI 108.4 and 188.10. 09300-4 PAGE137 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA E. At floor traffic areas, use 2 parts polyurethane sealant. F. At joints between floor and walls and around metal floor frames, use silicone sealant. 3.3 FLOOR TILE INSTALLATION A. General: Install tile to comply with requirements in the Ceramic Tile Floor Installation Schedule, including those referencing TCA installation methods and ANSI A108 series of tile installation standards. B. Joint Widths: Install tile on floors with the following joint widths: 1. Ceramic Mosaic Tile: 1/16" (1.6mm) 2. Quarry Tile: '/4" (6.35mm) 3. Paver Tile: '/4" (6.35mm) C. Stone Thresholds: Install stone thresholds at location indicated; set in same type of setting bed as abutting field tile, unless otherwise indicated. 1. Set thresholds in latex -Portland cement mortar for locations where mortar bed would be otherwise exposed above adjacent non -tile floor finish. D. Metal Edge Strips: Install at locations indicated or where exposed edge of tile flooring meets carpet, wood, or other flooring that fmishes flush with top of tile. 3.4 WALL TILE INSTALLATION A. Install types of file designated for wall installations to comply with requirements in the Ceramic Tile Wall Installation Schedule, including those referencing TCA installation methods and ANSI setting -bed standards. : B. Install metal lath/scratch coat to walls to comply with ANSI A108.1A, Section 4.1 C. Joint Widths: Install tile on walls with the following joint widths: 1. Ceramic Mosaic Tile: 1/16" (1.6mm),and Wall Tile: 1/16" (1.6mm) 3.5 WORKMANSHIP A. Determine locations of all joints prior to start of work. B. Layout all work so as to minimize cuts less then 1/2 in size and as shown on Drawings. Locate cuts in floors and walls so as to be least conspicuous. C. Align all joints to give a straight, uniform grout line. Clean all cut edges prior to installation. Fit tile neatly against finished surfaces and trims. ° 09300-5 PAGE 138 SPECIFICATIONS FOR A NEW MESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3.6 CURING A. Damp cure all file installations including Portland cement grouts. for 72 hours minimum. 3.7 SEALANTS A. Traffic Areas: Polyurethane sealant with Shore A hardness of 35 or greater. Edge primer as recommended by sealant manufacturer. END OF SECTION 09300-6 PAGE 139 ' SPECIFICATIONS FOR A NEW F(rNESS CENTER AND BAR ADDMON FOR THE CITRUS GOLF CLUBHOUSE .THE CITRUS.000NTRY CLUB, LA QUINTA, CALIFORNIA SECTION 09510 - SUSPENDED ACOUSTICAL CEILING The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SCOPE: A. The suspended acoustical ceiling required for this work is indicated on the drawings and consists of suspended exposed "T" grid with filler panels of acoustical panels. 1.2 SUBMITTALS: A. Samples are required, conform to the requirements of Section 01300. 1.3 OVERSTOCK: A. Supply a minimum of 5 boxes of ceiling tile. PART2-PRODUCTS 2.1 ACOUSTICAL PANELS: A. Lay -in panel units in office, private dining and Men's locker room. Mineral wool construction with a factory applied color, washable, non -glare finish. Nominal size '24" x 24" by 3/4" thick. Light reflectance LR1, Class A rated flame spread 25, NRC .65 to .75. USG ECLIPSE SQUARE EDGE, white finish. 2.4 SUSPENSION SYSTEM: A. Suspension system shall be by Donn Ceiling Suspension Systems, or equal. B. Suspension System Members - Fabricate main runners and cross tees from cold rolled steel ASTM A366, 15/16" or 9/16" as noted, exposed face, sizes as required to support light fixtures, acoustical panels, registers, grilles; and other appurtenances without deflecting more than 1/360 of a 4 foot span when tested as a simple.beam, ends free, center reading. Min. classification, Intermediate duty per ASTM C635. C. Finish - Electrogalvanize base metal, phosphate treatment in accordance with Fed Spec TT -C490, type 1 and factory applied color baked enamel finish.. Submit standard grid colors for architects selection. D. Edge Molding - Angle shapes, same material gauge and finish as for suspension units. 09510-1 PAGE 140 SPECIFICATIONS FOR ANEW FITNESS CENTER AND -BAR ADDITION FOR'THE CITRUS GOLF CLUBHOUSE THE.CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 3 -EXECUTION . 3.1 GENERAL A. Layout suspension system and acoustical units as shown on the reflected ceiling plan. Install all acoustical units with grain in the same direction. Installation shall be by skilled workmen experienced in the type of work to be performed.. SUSPENSION SYSTEM SHALL BE LAID OUT EXACTLY AS SHOWN ON THE DRAWINGS. COORDINATE WITH ARCHITECT PRIOR TO LAYING OUT GRID. Coordinate with the mechanical and electrical contractors in the correct location of lighting, grilles, registers and other'items to be installed in the ceiling. 3.2 INSTALLATION OF THE SUSPENDED SYSTEM: A. Install in accordance with the manufacturers recommendations and applicable codes. Install hanger wires as plumb as possible at all locations. Secure to main runners at the lower end. Install wall angle at perimeter, securely fasten to wall. Install straight, and in true alignment with the plane of the grid. Hang main runners in a flat, true, level plane, spaced 4' on center. Cross tees shall be placed on T intervals and locked to main runners in true alignment as to provide a continuous cross tie at right angles to -main runners. At two adjacent walls, main runners and cross tees shall be securely locked to wall angles. Frame around light fixtures, grilles, registers, etc. Support grid at each corner of light fixture. with a hanger wire. Laterally brace suspension system at not more than 12 foot intervals in both directions as indicated. ' B. Lateral Bracing - Furnish and install lateral bracing consisting of at least 12ga wire, splayed at 45 degrees, in the following locations: At the midpoint of all unsupported partitions exceeding twelve linear feet. At twelve feet on center each way in all large ' ceiling areas not restrained by partitions. Secure all lateral bracing to structural members, secure at right angles to the direction of the partition and four way in large ceilings. . ' C. Acoustical Panels - Lay pre -trimmed acoustical panel units in suspension system, supported by the horizontal flanges of the tees. Replace any tiles with damaged ' faces or edges. 3.3 SUPPORTS FOR MECHANICAL AND ELECTRICAL WORK: ' A. Provide additional hangers and channels as required for support of work shown on the mechanical and electrical drawings. ' 3.4 FINAL ADJUSTMENTS: A. After the final installation of all panels, electrical and mechanical equipment, and ' insulation, verify that the ceiling system is flat and true to plane without high or low areas, Adjust as required to maintain a flat ceiling installation. 09510-2 ' PAGE 141 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CrrRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3.5 CLEANING AND REPAIRING: A. Upon completion, clean soiled and discolored surfaces, leaving ceiling panels and grid free from defects. Remove and replace damaged or improperly applied material as directed. 3.6 CORRECTIONS: A. Acoustical panel units, suspension system members and trim shall be free of scratches, stains smudges, fingerprints, discoloration, breaks, chips, or other damage. Finished ceilings shall be uniform in appearance, including uniform color and texture. END OF SECTION 09510-3 PAGE 142 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 09650 - RESILIENT FLOORING The requirements of the General Conditions and Division l apply to all work hereunder. PART 1- GENERAL 1.1 SCOPE: A. Resilient flooring and base. 1.2 SUBMITTALS A. Submittals of samples are not required if material specified is used. 1.3 CONTRACTOR QUALIFICATIONS: A. All vinyl flooring shall be installed by a Contractor with a minimum of five years experience in the installation of vinyl flooring. 1.4 MATERIAL CERTIFICATION: A. Contractor shall provide the Architect with a letter of certification from the vinyl manufacturer certifying that the material supplied meets or exceeds the requirements of Federal Specification LF - 001641, Amend. 2, Class 1, Type III. Mannington Commercial/Custom Specification carrying a five year limited commercial wear warranty. PART 2 - PRODUCTS 2.1 SHEET VINYL:. A. Mannington Commercial Inlaid sheet vinyl "Fields". Verify color with architect. Sheet vinyl to be coved to 6" with metal trim at top unless shown otherwise in drawings. Adhesives - As recommended by the manufacturer. PART 3 - EXECUTION 3.1 GENERAL REQUIREMENTS: A. Materials and space to receive materials shall be maintained at 70 degrees F for a minimum of 48 hours prior to and after installation. Ensure that the surface is free of grease, oil, paint, varnish curing compounds hardeners, or any foreign matter that will impair adhesion or show through the finish flooring. Fill holes, joints, cracks, and all irregularities in the underlayment with joint filler. 09650-1 PAGE 143 1 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3.2 INSTALLATION: A. Install with adhesives in a manner to assure solid contact with the underlayment and to provide a smooth, even finished surface. Seal around pipes and other vertical surfaces with adhesive. Sheet vinyl to be free from blisters, cracks, protruding particles, embedded foreign materials, or other foreign defects affecting'its service ability or appearance. Install in as large of sheets as possible. 3.3 FINISHING: A. After flooring and base materials have set sufficiently to become seated, wash with neutral cleaner to remove excess mastic/adhesive. Floor is to be sealed and waxed and buffed as per the manufacturers recommendations. Leave floor clean, free of debris, waste and defects. END OF SECTION 09650-2 1: 1. . PAGE 144 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF.CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA Y' l' SECTION 09660 - ROBBINS SPORTWOOD ULTRA STAR FLOOR SYSTEMS ' The requirements of the General Conditions and Division.I apply to all work hereunder. ' PART 1 - GENERAL 1.1 DESCRIPTION ' A. Supply and install wood flooring system by Robbins, Inc. manufacturers of Sportwood Ultra Star Sports Flooring Systems, or an approved equal. ' B. Related work specified under other sections. ' 1. Concrete Slab Depression: 2-1/8" using 7/16" Wood Sportwood system. 2. Concrete Tolerance: 1/8" in radius of.10' with surface—steel toweled. 3. Concrete and Concrete Finishing Section 03300 ' NOTE: No sealers, hardeners or additives are to be used. 4. Membrane Waterproofing and Damp proofing under Section 07100 a. Concrete sub floors on or below grade shall be adequately waterproofed beneath and at the perimeter of the slab and on the earth side of below grade walls. b. Sand -Poly -Sand slab construction is not an acceptable construction. ' 5. Thresholds -Metal under Section 08700 1.2 QUALITY ASSURANCE ' A. Floor System ManufacturerQ ualifications ' 1. Manufacturer shall be an established firm experienced in field and have been in business for a minimum of ten (10) years; Robbins, Inc. or an approved equal. 2. Manufacturer shall be a member of Maple Flooring Manufacturer's Association in good standing. ' B. Floor Contractor/Installer Qualifications 1. Flooring contractor shall be a firm experienced in flooring field and ' approved by manufacturer. 2. Submit a list of at least three completed projects of similar magnitude and complexity. C. DIN Certification 1. Ten day prior to bid date, certification of compliance and actual "Suitability . ' Test Report" shall be submitted to verify that the system meets and or exceeds all of the DIN criteria listed below. 09660-1 PAGE 145 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA 2. All testing must be done in accordance with DIN 18032 Part II, area elastic gymnasium floor, Otto Graf Institute, Stuttgart, Germany. Testing must be done by the Otto Graf Institute or independent testing laboratory and must comply with. DIN 18032 Part II testing procedures. 3. DIN Criteria. Requirements a. Shock:absorption 71.3% b. Deflection 3.3 mm c. Area of Deflection 14.9% d. Ball Bounce 93.3% e. Friction passed f. Rolling Load passed 4. Only those manufacturers and systems that meet or exceed all of the above criteria and have provided the required documentation will be considered. 1.3 SUBMITTALS A. Manufacturer's Product Data 1. Submit three (3) Robbins Sportwood Ultra Star specifications sheets. B. Samples 1. Submit one (1) sample of Sportwood Ultra Star, if requested by architect. Sample to be made by the manufacturer and so indicated. C. Maintenance Literature 1. Submit three (3) copies of "MFMA Care and Preservation of Your Wood Floors." D. Concrete Guidelines 1. Submit three (3) copies of MFMA Recommendations for correct preparation, finishing and testing of concrete sub floor surfaces to receive wood flooring. E. Certification 1. Submit certification that floor system to be provided has been tested by the Otto Graf Institut, Stuttgart, Germany and meets or exceeds all six of the minimum standards as established by DIN .18032 part 2. 2. Suppliers shall submit certificates attesting that materials furnished will meet specifications for grade, quality, dryness and treatment, if required. 09660-2 PAGE 146 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1.4 DELIVERY, STORAGE AND HANDLING A. Delivery of Materials 1. Materials shallnot be delivered, stored or installed until all masonry, painting, plastering tile work, marble and terrazzo work are complete. All overhead mechanical work, lighting, backstops, scoreboards are installed. Room temperature of 55-80 degrees Fahrenheit (13 to 27 degrees Celsius) and relative humidity of 35-50 % are to be maintained. Ideal installation/storage conditions are the same as those, which will prevail when building is occupied. 1.5 JOB CONDITIONS-SEQUENCY A. Do not install floor system until concrete has been cured 60 days and the requirements in paragraph 1.04 A-1 are obtained. B, General Contractor is responsible to ensure slab is clean and free of all dirt and debris prior to. floor installation beginning. C. Permanent heat, light and ventilation shall be installed and.operating during and after installation. Maintaining a temperature range of 55 to 80 degrees Fahrenheit (13 to 27 degrees Celsius) and a relative humidity range of 35 to 50%: Consult WMA guidelines for further information. D. After floors are finished, area to be kept locked by general contractor to allow curing time for the finish. If after required curing time general -contractor or owner requires use of gym, he shall protect the floor by covering with non-fibered Kraft paper or red rosin paper with taped joints, until acceptance by owner (or owner's agent) of complete gymnasium floor. 1.6 GUARANTEE A. Guarantee shall not cover damage caused in whole or in part by casualty, ordinary wear and tear, abuse, use for which material is not designed, faulty construction of the building, settlement of the building walls, failure of the other contractors to adhere to specifications, separation of the concrete slab and excessive dryness or excessive moisture from humidity, spillage, migration through the slab or wall, or any other source. B. Robbins, Inc. hereby warrants the Sportwood Ultra Star material to be free from ' manufacturing defects for a period of 1 year. This warranty is in lieu of all other warranties, expressed or implied including but not limited to any warranty of ' merchantability or fitness for a particular'purpose, and of any other obligations on the part of Robbins. In the event of breach of any warranty, the liability of Robbins shall be limited to repairing or Sportwood Ultra Star material and system ' components supplied by Robbins and proven to be defective in manufacture, and shall not include any other damages, either direct -or consequential. 09660-3 PAGE 147 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CrrRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 2 — PRODUCTS 2.1 MATERIALS A. Sportwood Ultra Star System 1. Membrane: 6 mil polyethylene 2. Robbins 3/4" (18mm) 50 Duromter Bio -pads. 3. Plywood Sub floor material - 2 layers of 15/32" (12mm) structural rated sheathing, exposure 1 (CD -X), 4 -ply minimum. 4. Fasteners: a. Sub floor fasteners - 1" (25mm) long, 7/16" (1lmm) crown, coated sub floor staples or equivalent. b. Construction adhesives - PL400 or equivalent. 5. Adhesive: a. Sportwood Elastomeric Adhesive or equivalent, which meets all of the following properties: Performance Properties Required of Adhesive Property Measuring Standard & Conditions Results * Hardness ASTM D 2240 60-80 (Indentation) Rex type "A" model 1700, 77 degrees F with 50 RH * Tensile ASTM D 412 850 psi Strength Die "C" pulled at 20 IPM * Elongation ASTM D 412 340% Die "C" pulled at 20 IPM * Adhesion ASTM D 903 18 pounds per inch (peel Strength) Primed canvas to primed concrete cured 7 days at 77 deg. F * Moisture Vapor ASTM E 96 Procedure B Transmission a) 30 mil. (0.030" (0.76 mm) 2.7 perms dry film - Sportwood (1.8 metic perms) adhesive. b) Composite Film 25 mil (0.025") (0.635 mm) dry film Sportwood adhesive 12 mil (0.012") (0.305 mm) -2.4 perms dry film - Leveler (1.6 metric perms) Cure 7 days at 77*17 (25*C) 50% RH * Weathering ASTM D 822 Slight darkening Resistance Weatherometer 350 hrs. Very slight surface Cured 7 days at 77 deg. F Checking 50 % RH * Salt Spray. ASTM B 117 Tensile: 850 psi * Resistance 28 days at 100*F, Elongation:.340% * 5% NaCl, Die "C", 20 IPM * Abrasion ASTM C501 No significant * Resistance 30 mil dry film on change of weight 09660-4 PAGE 148 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB; LA QUINTA, CALIFORNIA 4" x 4" metal, CS -17 wheel'. ' * 1000 rev. with 1000 gram wgt. Tear ASTM D 1004 90 pounds per Resistance linear inch (1.61 kgf/mm) Heat ASTM D 573 Tensile: 850 psi Resistance Elongation: 340% (accelerated aging) * : .. Fire ASTM E .1 08/UL 790. System rated class "A" Resistance on noncombustible substrate. B. Flooring: 7/16" x 7/8" x 9" Second & Better, Square Edge, Edge Grain, Kiln Dried, Northern Hard Maple Flooring as manufactured by Robbins. C. Perimeter Base - Robbins 3" x 4" ventilating type. (Specify as black). D. Finishing Materials 1. Robbins Miracle oil modified polyurethane sealer and finish. 2. Game line paint shall be -recommended by the finishing materials manufacturer, compatible with the finish. PART 3 — EXECUTION 3.1 INSPECTION ' _ A. Inspect concrete sub floors for proper tolerance and dryness, and report any discrepancies to the general contractor in writing., Slab will be level to within 1/8" (3nun) in a 10' (3m) radius, and slab moisture content will not exceed manufacturer recommendations. B. All work required to put the concrete sub floors in acceptable condition shall be the responsibility of the general contractor. C. Sub floor should be broom cleaned by general contractor. 3.2 INSTALLATION A. Robbins Sportwood Ultra Stair System I Install polyethylene with joints lapped a minimum of 6". 2. Install Robbins'/4" Bio -Cushion Pads 32 pads per sheet, 12" O.C., on underside of lower plywood sub floor. 09660-5 PAGE 149 I ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CfrRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA 3. Install first layer of sub floor perpendicular to direction of Sportwood. Apply ribbons of PL400 adhesive in a double box -X pattern. Over this, ' secure second layer of underlayment on a diagonal (approximately 45 degrees) to first layer with 1" staples placed no greater than 12" O.C. in both directions and 6" along perimeter All sub floor joints shall be staggered and ' spaced %". 4. Trowel on Robbins Sportwood Adhesive at approximately 50 square feet per mom gallon. 5. Install Robbins Sportwood 5%16", 7/16" or 11/16" maple flooring in Robbins elastomeric adhesive, laying in continuous strip pattern end to end. 6. Robbins Sportwood shall be laid with fine hairline joints and not driven tightly except for low humidity regions. (Consult your local Robbins contractor.) Provide a 1-1/2" to 2" expansion void at minimum. B. Sanding 1. Sand flooring with drum, sander, edger, buffer, and hand scraper. 2. After sanding, buff entire floor using 100 grit screen back or equal grit sandpaper, with a heavy-duty buffing machine. 3. Vacuum or tack floor before first coat of finish. 4. Floor shall present a smooth surface without drum stop marks, gouges, streaks or shiners. C. Finishing 1. Wood Aerobic Rooms (delete if not applicable) a. 4 -coat system: Apply 2 coats of Robbins Miracle Sealer and 2 coats of Robbins Miracle Finish. b. Screen or steel wool and vacuum and/or tack between each coat after it dries; apply game lines accurately after the seal coat, after buffing and vacuuming. Layout in accordance with drawings. For game lines, use current rules of association having jurisdiction. Lines shall be straight with sharp edges in colors selected by architect. D. Perimeter Base Molding 1. Install Robbins vent cove base anchored to walls with base cement on screws and anchors. ' E. Clean up all unused materials and debris and remove same from the premises. END OF SECTION 09660-6 1. ' PAGE 150 s SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA SECTION 09680 -. CARPETING The requirements of the General Conditions and Division 1 apply to all work hereunder.. PART 1 - GENERAL 1.1 SCOPE F A. Provide all carpeting and accessories complete, in place, as shown on the drawings and as specified herein, and as required for a complete and proper installation. 1.2 SUBMITTALS A. Sample submittals are required only if the material to be supplied is other than that specified. If submittals are required, submit two sets of samples showing complete color range available. Supply Seaming Diagram. 1.3 JOB CONDITIONS A. Store material under cover in a well ventilated area and protect from damage, dirt, stains and moisture. PART 2 - PRODUCTS 2.1 CARPET A. Carpeting shall be as specified by interior designer and approved by owner and architect. 2.2 ACCESSORIES A. Carpet Edging -Extruded vinyl, Mercer Plastic Company, or approved equal to suit conditions. Colors to match carpeting. B. Carpet Adhesive - As recommended by the carpet manufacturer. Seam Adhesive - As recommended by the carpet manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION: A. Preparation for Laying - Vacuum underlayment immediately prior to carpet installation, and- remove all deleterious substances which would interfere with the installation or be harmful to the work. Repair minor irregularities in floor slabs. 09680-1 PAGE 151 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA B. Carpet -Direct Glue -Down Method - Cut, fit closely, evenly at walls and under thresholds. Make cutouts for all items passing through carpet in neatest possible way. Coordinate work with other subcontractors. All seams and cross seams to be selvage edge trim - taped, and fitted. Run carpet in same direction throughout the job. Hold cross seams to a minimum. Match carpet lines and patterns at seams in both width and length. C. Carpet Squares — Verify that areas in the Fitness Center will require removable carpet squares which will not be glued down to concrete sub straight. 3.2 CLEANING: A. After installation is complete, clean adhesive, din and debris from carpet surfaces. Clean spots with approved spot remover. Remove loose threads with sharp scissors and vacuum clean. Leave entire surface clean, free from ripples, scallops, and puckers. Install paper runners to protect carpeted areas. END OF SECTION 09680-2 PAGE 152 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 09800 - SPECIAL COATINGS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SCOPE: A. The work of this section shall include all labor, material, equipment, scaffolding, and other equipment as required for the cleaning and surface preparation to receive sealer and for all sealing as herein specified. PART 2 - PRODUCTS 2.1 SEALER A. Sealer shall be "Thoroshield" as manufactured by Thoro.System Products 800/327- 1570. PART 3 - EXECUTION 3.1 APPLICATION: A. Apply sealer in strict accordance with the manufacturer's recommendations. Floor to be cleaned of all material prior to sealing. Use a minimum of two coats to achieve a smooth uniform finish. 3.2 CLEAN-UP: A. Remove all sealer from other finished surfaces, glass, adjacent flooring, etc., upon completion of the sealing. Remove all waste and empty containers. END OF SECTION 09800-1 PAGE 153 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 09900 - PAINTING The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SCOPE: A. The work of this section shall include all labor, material, equipment, scaffolding, and other equipment as required for the cleaning and surface preparation to receive painting and for all finish Painting as herein specified. 1.2 SUMMARY ..; A. This section includes surface preparation; painting and finishing of exposed interior and exterior items and surfaces. ' . 1. Surface preparation, priming, and finish coats specified in this. Section are in addition to shop -priming and surface treatment specified under other Sections. B. Paint exposed surfaces whether or not colors are designated in schedules, except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the .; Architect will select from standard colors or fmishes available. T C. Painting is not required on prefmished items, finished metal surfaces, concealed . surfaces, operating parts, and labels. ! 1. Prefmished items not to beainted include p the following factory -finished components: a. Acoustic materials. b. Architectural woodwork and casework. c. Finished mechanical and electrical equipment. d. Light fixtures. e. Switchgear. f. Distribution cabinets. 2. Concealed surfaces not to be painted include wall or ceiling surfaces in the following generally inaccessible areas: a. Foundation spaces. b. Furred areas. c. Utility tunnels. d. Duct shafts. 3. Finished metal surfaces not to be painted include: a. Anodized aluminum. b. Stainless steel. 09900-1 PAGE 154 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE.CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA c. Chromium plate.- d. late:d. Copper. f. Brass. ' 4. Operating parts not be painted include moving parts of operating equipment, such as the following: a. Valve and damper operators. b. Sensing devices. ' c. Motor and fan shafts. 5. Labels: Do not paint over Underwriters Laboratories, Factory Mutual or ' other code -required labels or equipment name, identification, performance rating, or nomenclature plates. 1.3 SUBMITTALS A. General: Submit the following according to Condition of the Contract and Division 1 ' Specification Sections. B. Product'data for each paint system specified, including block fillers and primers. 1. Provide the manufacturer's technical information including label analysis and instructions for handling, storage, and application of each material ' proposed for use. 2. List each material and cross-reference the specific coating; finish system, and application. Identify each material by the manufacturer's catalog number ' and general classification. 3. Certification by the manufacturer that products supplied comply with local regulations controlling the use of volatile organic compounds (VOC's). ' C. Samples for initial color selection in the form of the manufacturer's color charts. ' 1. After color selection, the Architect will furnish color chips for surfaces to be coated. D. Samples for verification purposes: Provide samples of each color and material to be applied with texture to simulate actual conditions, on representative samples of the actual substrate. 1. Provide 12" x 12" stepped samples, defining each separate coat, including block fillers and primers. Use representative colors when preparing samples for review. Resubmit until required sheen, color, and texture are achieved. ' 2. Provide a list of material and application.for each coat of each sample. Label each sample as to location and application. 3. Architect may re -select level of sheen specified based on review of finish sample. Provide, if required samples of some paint quality in differing sheen (including flat, satin, semi -gloss, and gloss). 09900-2 PAGE 155 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CRRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1.4 QUALITY ASSURANCE A. Applicator Qualifications: Engage an experienced applicator who has completed ` painting system application similar in material and extent to those indicated for the Project that have resulted in a construction record of successful in-service ' performance. _ B. Single -Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. C. Field Samples: On wall surfaces and other exterior and interior components, duplicate finishes of prepared samples. Provide full -coat finish samples on at least 100 sq. ft. (9 sq. m.) of surface until required sheen, color, and texture are obtained; simulate finished lighting conditions for review of in-place work. "! 1. Final acceptance of colors will be from job applied samples. 2. The Architect will select one room or surface to represent surfaces and . conditions for each type of coating and substrate to be painted. Apply coatings in this room or surface according to.the schedule or as specified. a. After finishes are accepted, this room or surface will be used to evaluate coating systems of a similar nature. D. Provide paint in the wet mil. Thickness specified by the manufacturer's data sheet for each type of paint. Conduct wet film gauge thickness readings for times, for each area of a different type paint, over 1,000 sq. ft. Conduct reading with the architect and representative of the general contractor present. Log the reading in the event paint thickness and / or coverage questioned. Provide, upon request, purchase orders showing the amount of paint purchased specifically for this project and so paint coverage can be verified. 1.5 JOB CONDITIONS A. Apply water-based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 ° F (10 ° C) and 90 ° F (32 ° C). B. Apply solvent -thinned paints only when the temperature of surfaces to be painted and the surrounding are temperatures are between 45 ° F (7 ° C) and 95 OF (35 ° C). C. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85%;'or at temperature less then 5 ° F (3 ° C) above the dew point; or to .damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during the application and drying periods. * 09900-3 PAGE 156 SPECIFICATIONS FOR ANEW FITNESS CENTER AND -BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Smooth Paint Materials: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include: 1. ICI. 2. Benjamin Moore and Co. (Moore). 3. PPG Industries, Pittsburgh Paints (PPG). 4. Pratt and Lamber (P&L). 5. The Sherwin-Williams Company (S -W). 6. Frazee Paint. 2.2 PAINT MATERIALS, GENERAL B. Materials Compatibility: Provide block fillers, primers, finish coat materials, and related materials that are compatible with one another and the substrate indicated under conditions of service and application, as demonstrated by the manufacturer based on testing and field experience. C. Material Quality: Provide the manufacturer's best -quality trade sale paint material of the various coating types specified. Paint material containers not displaying the manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer'sproprietary product names to designate colors or materials in sot intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish the manufacturer's material data and certificates of performance for proposed substitutions. C. Colors: Provide color selections made by the Architect from the manufacturer's full range of standard colors, or mix a custom color to match color selected from other manufacturer's color range. D. Paint Materials: Provide the manufacturer's recommended factory -formulated primers, undercoats, interior and exterior finish coat materials compatible with the substrate and other coats required. PART 3 - EXECUTION 3.1 EXAMINATION A.. Examine substrates and conditions under which painting will be performed for compliance with paint application requirements. Surfaces receiving paint must be thoroughly dry before paint is applied. 09900-4 PAGE 157 ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1. Do not begin to apply paint until unsatisfactory conditions have been corrected. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system'for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect about anticipated problems using the materials specified over substrates primed by others. 3.2 PREPARATION A., General: Remove hardware and hardware accessories , plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted, or provides surface applied protection prior to surface preparation and painting. Remove these items, if necessary; to completely paint the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of various coatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so dust and other contaminates from the cleaning process will'not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to the manufacturer's instruction for each particular substrate condition as specified. 1. Provide barrier coats over incompatible primers or remove and re -prime. Notify Architect in writing about anticipated problems using the specified finish -coat material with substrates primed by others. 2. Cementitious Materials: Prepare concrete, concrete masonry block, cement Plaster and mineral -fiber -reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen, as required, to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast -cleaning methods if recommended by the paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. 09900-5 PAGE 158 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA:OUINTA, CALIFORNIA 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. . c. When transparent finish is required, back -prime with spar varnish. d. Back -prime paneling on interior partitions where masonry, plaster; or other wet wall construction occurs on backside. e. Seal tops, bottoms, and cutouts of non -primed wood doors with a heavy coat of varnish or sealer immediately upon delivery. 4. Ferrous Metals: Clean non -galvanized ferrous metal surfaces that have not been'shop-coated; remove oil,grease, dirt, loose: mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council (SSPC). a. Blast steel surfaces clean as recommended by the paint system manufacturer and according to requirements of the SSPC specification SSPC-SP 10. b., Treat bare and sandblasted or pickled clean. metal with a metal treatment wash coat before priming. Touch of bare areas and shop -applied prime coats that have been damaged. Wire brush, clean with solvents recommended by the paint manufacturer, and touch up with the same primer as the shop coat. _ 5. Galvanized Surfaces: Clean galvanized surfaces. with a non -petroleum-based solvent so that the surface is free of oil and surface contaminates. Remove pretreatment from galvanized sheet metal fabricated from coil stock mechanical methods. 3.3 APPLICATION: A. Apply all products in strict accordance with the manufacturers recommendations Size all surfaces to kill stains, burns, or to overcome excessive suction and otherwise provide a suitable foundation for finish work. All metal to be shop primed and retouched in the field after installation. Prepare shop primed materials for a smooth even finish coat, free of imperfections. Make allowances for multiple coats to provide a smooth uniform color appearance coats. 09900-6 PAGE 159 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE WRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA B. Paint Interior surfaces of ducts, where visible through registers or grilles, with a flat, non -specular black paint. C. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. D. Finish exterior doors on tops, bottoms, and side edges same as exterior faces. 3.4 PAINT SCHEDULE 3.5 CLEAN-UP A. Remove all paint and stains from all other finished surfaces, glass, floors, etc., upon completion of the painting. Remove all waste and empty containers from the building. . PAGE 160 END OF SECTION 09900-7 ,SURFACE SHEEN TYPE MATERIAL All Interior Wood Semi gloss Alkyd 1 coat primer Enamel 1 coat finish Metal Doors Semi gloss Alkyd 1 coat primer Enamel 2 coat finish Drywall (match existing) Semi gloss Acrylic 1 coat primer Latex 1 coat finish Ferrous Metal Gloss Alkyd 1 coat primer Enamel 2 coats finish Galvanized Metal Gloss Alkyd 1 coat primer Enamel 1 coat finish Concrete or Block Flat Acrylic 1 coat primer Latex . 1 coat finish Plaster.(match existing) Flat Acrylic 1 coat primer Latex 2 coats finish Interior wood stain Satin 1 coat stain color per Architect/Intreior Designer 2 coats finish 3.5 CLEAN-UP A. Remove all paint and stains from all other finished surfaces, glass, floors, etc., upon completion of the painting. Remove all waste and empty containers from the building. . PAGE 160 END OF SECTION 09900-7 SPECIFICATIONS FOR A NEW MESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 09950 - WALL COVERING The requirements of the General Conditions and Division I apply to all work hereunder. PART I - GENERAL 1.1 SCOPE: ' A. Wall covering described in this Section is limited to wall covering for the areas indicated -.on -the Finish: Schedule on the drawings. 1.2 SUBMITTALS:' ' A. No submittals are required if material specified is used. 1.3 ENVIRONMENTAL REQUIREMENTS: A. Contractor shall maintain -room temperature in all locations where vinyl wall covering is to be installed at no less than 70 degrees F for 24 hours preceding, during ' and for 48 hours after the installation of the work. 1.4 STARTING OF THE WORK: ' A. Do not proceed with the work until conditions are suitable. Starting of the work on any surface shall constitute unqualified acceptance of that surface•as being ' satisfactory to receive the work. PART 2 - PRODUCTS ' 2.1 WALL COVERING: A. Wall covering shall be as shown on drawings. ' 2.2 ADHESIVES: A. Primers and adhesives shall be as recommended and approved by the wall covering manufacturer, mildew and'vermin resistant, and non staining. Adhesive shall be a strippable type. PART 3 - EXECUTION ' r 3.1. GENERAL: A. Verify that the wall covering may be installed in accordance with the original design ' and manufacturers recommendations. 09950-1 PAGE 161 SPECIFICATIONS FOR A NEW FfTNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 3.2 INSTALLATION: A. Application; apply adhesive and wall covering in strict accordance with wall' . covering manufacturers printed instructions. Closely and neatly butt all seams; do not overlap. Hang wall covering with length of roll or sheet vertical, and with each width in a single piece. Horizontal seams will not be accepted. Make vertical seams at least 4 inches from inside and outside corners, and using a straightedge as a guide. Seams shall be straight and true vertically. Eliminate all air pockets and bubbles, firmly bound wall covering to substrate over the entire area. 3.3 CLEANING: A. Clean all surfaces of wall covering as work progresses. Completely remove all paste, paste residue, dust, dirt, and other contamination. Clean in accordance with the wall covering manufacturers written instructions. END OF SECTION 09950-2 PAGE W SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 09986 - SANITARY WALL PANELS (FRP) The requirements of the General Conditions and Division 1 apply to all work hereunder. PART I - GENERAL 1.1 SCOPE: A. Wall panels described in this Section are limited to the areas indicated on the Finish Schedule on the drawings. 1.2 STARTING OF THE WORK: A. Do not proceed with the work until conditions are suitable. Starting of the work on any surface shall constitute unqualified acceptance of that surface as being satisfactory to receive the work. Wall, surfaces to be covered should be dry, sound, true, level and clean. Cut panels to size leaving adequate space. for expansion. PART2-PRODUCTS 2.1 WALL PANELS: A. Wall panels shall be TUFWALL OSB PANELS with TUFLINER fiberglass reinforced plastic panel finish with smooth surface or approved equal. See finish schedule for locations. See Health department requirements. Provide installation accessories as required for complete sanitary installation. 2.2 ADHESIVES: A. Adhesives shall be as recommended and approved by the manufacturer, mildew and vermin resistant, and non -staining. PART 3 - EXECUTION 3.1 GENERAL: A. Verify that the wall panels can be installed in accordance withthe original design . and manufacturers requirements for installation. 3.2 INSTALLATION: A. Application - apply wall panels in strict accordance with manufacturers printed instructions. Horizontal seams will not be accepted. Make vertical seams at least 4 inches from inside and outside corners. Seams shall be straight and true vertically. END OF SECTION 09986-1 PAGE 163 ' SPECIFICATIONS FOR A NEW WNESS CENTER AND' BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 10200 —.LOUVERS & VENTS The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.1 SECTION INCLUDES A. Stationary, extruding aluminum louvers and frames. B. Stationary, steel louvers and frames. C. Adjustable louvers and frames. D. Combination louvers and frames. E. Sealants. F. Insect Screening. G. Blank off panels for louvers. 1.2 REFERENCES A. AMCA500 - (Air Movement Council Association) Test Method for Louvers, Dampers and Shutters. B. ANSI / ASTM 221 - Aluminum - Alloy Extruded Bars, Rods, Wire Shapes and Tubes. C. ASTM A167 -Stainless and Heat Resisting Chromium -Nickel Steel Plate. D. ASTM A526 - Steel Sheet, Zinc -Coated (Galvanized) By the HOT -DIP Process, Commercial Quality. E. ASTM B209 - Aluminum - Alloy Sheet and Plate. 1.3 SYSTEM PERFORMANCE A. Installed louver to permit passage of air velocity without blade vibration or noise with maximum static pressure loss. B. Fabricate louver to permit free area based on louvers size. 1.4 SUBMITTALS A. Submit shop drawings (and product data) under provisions of Section (01300.) (01340.) B. Indicate on shop drawings, layout, elevations, dimensions, and tolerances; head, jamb and sill details; blade configurations; screening; and frames. C. Provide product data on pre -assembled louvers describing design characteristics, I .. maximum recommended air velocity, free area, materials and finishes. 10200-1 PAGE 164 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA. D. Submit samples under provisions of Section (01300.)(01340.) E. Submit two samples 4" x 4" in size illustrating finish and color for exterior finish. F. Submit manufacturer's installation instructions and provisions of Section (01300.) PART 2 -PRODUCTS, 2.1 MANUFACTURER A. Nystrom Building Products, Inc. 1701 Madison St., NE. Minneapolis, MN 55413. Telephone (800) 547-2635, Fax (800) 317-8770, Int. (617) 781-7850, Int. Fax (617) 781-1363,- E -Mail info@nystrom.com or www-.nystrom.com B. Substitutions: Under provisions of Section (01600)(01630) 2.2 MATERIALS A. Aluminum: ANSI/ASTM B221 alloy, T/T5 temper extruded shape; ASTM B209, 5052 alloy, H32 temper, sheet. B. Fasteners and Anchors: (Galvanized) steel type. 2.3 ACCESSORIES A. Operating Device: (Gravity activated bar linking blade movement together, louver opening free under air pressure. B. Bird Screen: (Interwoven wire mesh of steel .041" diameter, V2" open weave, square design) (Wire mesh of expanded aluminum .052",'Y2" open weave; diagonal design.) C. Insect Screen: mesh, set in steel frame. D. Primer: zinc chromatic type E. Flashings Of same material as louver frame. 2.4 FABRICATION A. Louver depth: 4 inches B. Louver Blade 1. Slope: 45 degrees. 2. Blade Type: Storm 3. Material thickness: Fabricated steel 18 gauge. 10200-2 PAGE 165- SPECIFICATIONS FORA NEW FITNESS CENTER AND BAR ADDfTION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA C. Frame: 1. Shape: Channel 2. Mechanical: Fastened corner joints. 3. Material thickness: Fabricated steel: 18 gauge. D: Mullions: profiled to suit louver frame: E. Flashings: where indicated on drawings. F. Screens: Install screen mesh; screw into louver frame. 2.5 FINISHES A. Exterior Steel Surfaces, Shop cost of primer for field painting B. Interior steel surfaces screens, e s, and blank out sheeting: Shop coat of primer for field painting. PART 3 - EXECUTION ' 3.1 PREPARATION A. Verify that prepared openings and flashings "are ready to receive work and opening dimensions are as indicated on shop drawings or instructed by the manufacturer. B. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION ' A. Install louver assembly in accordance with manufacturer's instructions. B. Install louvers level and plumb. C. Secure louvers in opening framing with concealed fasteners. ' . D. Install flashings and align louver assembly to ensure moisture shed from flashings and diversion of moisture to exterior. E. Install Insect screening to Interior of louver. F. ' Install perimeter sealant (and backing rod) in accordance with section 07900. 3.3 ADJUSTING / CLEANING A. Clean surfaces and components. END OF SECTION 10200-3 PAGE 166 SPECIFICATIONS FOR A NEW FITNESS.CENTER AND BAR ADDITION FOR THE CrrRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA i, SECTION 10426 - DOOR SIGNAGE The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1- GENERAL 1.1 SCOPE: A. Furnish and install door mounted signage as noted in this specification. PART 2 - PRODUCTS 2.1 MATERIALS A. Toilet Room Door Sign - Rear engraved acrylic with symbols and copy complying with California and Federal Handicapped Standards. Provide in contrasting colors, 1/4" .thick. Color to be blue with white copy. B. "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" sign over the front door. Color to be black with white copy. 1" high copy. C. Adhesive - Provide type necessary to adhere permanently to finish surface of doors, . frames, gypsum board or stucco as necessary. PART 3 - EXECUTION 3.1 INSTALLATION: A. Install as indicated by drawings. When in question on location, verify with Architect. install on clean surface, Clean off excess adhesive from adjacent surfaces. Repaint or refinish adjacent surfaces if necessary due to improper installation. END OF SECTION 10426-1 PAGE 1167 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 10500 - LOCKERS The requirements of the General Conditions and Division I apply to all work hereunder. PART 1 —GENERAL 1.1 SCOPE: A. Supply all labor and material including anchors for a complete installation as noted on the plans. B. This scope also requires relocation and installation of existing wood lockers to new locations in the Men's Locker Room and trim to finish the installation. C. Provide shop drawings to Architect showing plan, installation details, details of fillers, elevations, and all materials used for both relocated wood lockers and new wood lockers. PART2-PRODUCTS 2.1 MATERIALS: A. Custom fabricated wood lockers with louvered doors and locking mechanisms. Shelving; hooks, lock boxes, mirrors, trim, finish, door hardware, etc. as approved by owner and architect. PART 3 - EXECUTION 3.1 INSTALLATION: A. Install per manufacturer's instructions. Anchor to wall at each end of row plus every- 36" very,36" (maximum) between. Anchor to base at each end of row plus every 36" (maximum) between. Anchor base to concrete per manufacturer's instructions. Touch up all damaged surfaces, adjust door to operate freely. END OF SECTION 10500-1 PAGE 168 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADMION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 1080.0 - TOILET ACCESSORIES The requirements of the General Conditions and Division 1 apply to all work hereunder: PART 1 - GENERAL 1.1 SUBMITTALS: A. Provide only if materials proposed to be supplied are not as indicated herein. If required, supply submittals in accordance with Section 01300, PART 2 - PRODUCTS 1.1 GENERAL: A. Products shall be complete with items necessary to provide secure mechanical attachment as approved. 2.1 ACCESSORIES: A. As manufactured by Bobrick Washroom Equipment Company. B. Men's Restroom at Fitness Center & Outside Pool Restroom: Surface mounted equipment should be used as required. (GC to verify conditions prior to ordering). B-288 Surface mounted Multi Roll Toilet Tissue Dispenser B-550 Grab Bars in lengths shown on plans at HC toilets B-3900 Paper towel dispenser/disposal B-822 Countertop Soap Dispenser B-290 Mirror in size shown on drawings. B-221 Toilet Seat Cover Dispenser C. Women's Restroom at Fitness Center & Outside Pool Restroom: Surface mounted equipment should be used as required. (GC to verify conditions prior to ordering) B-288 Surface mounted Multi Roll Toilet Tissue Dispenser B-550 Grab Bars in lengths shown on plans, at HC showers and toilets. B-3900 Paper towel dispenser/disposal. B-822 Countertop Soap Dispenser B-290 Mirror in size shown on drawings. B-221 Toilet Seat Cover Dispenser B-254 Sanitary Napkin Disposal Surface mounted. 10800-1 PAGE 169 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA PART 3 - EXECUTION 3.1 PREPARATION: A. Provide recesses, anchorage and backup blocking in rough carpentry, Section 06100. 3.2 INSTALLATION: A. Install as a part of the work of Section 06200. 3.3 CLEANING AND REPAIRING: A. Upon completion of the installation remove all manufacturer's temporary labels, marks of identification and thoroughly wash all surfaces. Leave all work in a neat orderly fashion. repair damaged parts and surfaces which are not free from imperfections. END OF SECTION 10800-2 PAGE 170 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNA SECTION 11400 - FOOD SERVICE EQUIPMENT The requirements of the General Conditions and Division' 1 apply to all work hereunder. PART 1 - GENERAL 1.0 WORK A. See Food Service Specifications Book. END OF SECTION 11400-1 PAGE 171 ' SPECIFICATIONS FOR A NEW FRNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 11484 — EXERCISE EQUIPMENT The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1: 1.1 DESCRIPTION OF WORK A. Exercise Equipment per plan will be purchased by Owner (CNL Hospitality Corp) and/or Management.Company (Hilton Hotels Corporation) with installation to be provided by the Equipment Supplier. B. General Contractor will make Fitness Center space available for installation once schedule has been agreed upon. PART2 PRODUCTS 2.1 MANUFACTURER A. Precor USA Offices: ' Corporate Headquarters Precor Incorporated 20031 142nd Avenue NE P.O. Box 7202 Woodinville, WA 980724002 Tel: (800) 4-PRECOR Fax: (425) 486-3856 2.2 MATERIALS A. Plan layout and equipment per drawings and layout guidance provided by the Owner. B. General Contractor shall verify final equipment, materials and locations prior to commencement of any sub -contractor work. PART 3 - EXECUTION 3.1 INSTALLATION A. Install as indicated by drawing produced by Precor USA. B. Install on clean surfaces. END OF SECTION ' 11484-1 PAGE 172 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNIA SECTION 15300 - AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN -BUILD CRITERIA The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 -GENERAL 1.0 WORK RELATIONSHIP A. Fire Protection Work for construction of project is. under a Design/Build Contract between the General Contractor and the Fire Protection Contractor 1.1 WORK INCLUDED: A. Automatic Fire Sprinkler Systems for all areas of the building, and exterior canopies, to include piping, risers, feed mains, cross mains, branch lines, valves, equipment and alarm devices required at risers, drains, sprinkler heads, hangars, sleeves and accessories as necessary. B. Sprinklering of attic areas if required by Code or the regulatory agencies listed in paragraph 1.5. C. Detector check valve, water piping and hookup from supply line outside of building to the sprinkler system at each riser. D. Coordinate with Plumbing section of size and location of drain receptors where required for draining and testing the sprinkler risers and systems. The drain pipes shall discharge through walls or curbs on paving. E. Excavation and backfill. F. Cutting and patching of building, structure and finished surfaces. G. Furnish, without extra charge, all additional material and labor, when required for compliance with Agency rules and regulations whether or not mentioned in these specifications. H. Check with Agencies listed in paragraph 1.5 herein on their requirements. The most stringent requirements of these Agencies shall govern. I. Flow switches. J. Approved Backflow preventers, Fire Department connections, indicator valves, control valves and O.S. & Y valves and all additional items required to provide complete and operational system. 15300-1 PAGE 173 SPECIFICATIONS FOR A NEW WNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA K. U.L. listed water motor gongs and tamper switches. L. Thrust blocks. 1.1 RELATED WORK SPECIFIED ELSEWHERE: A. Water supply piping from the water main to the connection point outside of building. Coordinate with Civil drawings. B. Wiring and connections to supervisory systems by Electrical Contractor. C. Fire alarm work by Fire Alarm Company. D. Excavating and backfill. . E. Plumbing work by Plumbing Contractor. F. Electrical work by Electrical Contractor. 1.2 QUALITY ASSURANCE: A. The work under this Section shall be performed under supervision of a licensed Fire Sprinkler Contractor employing qualified personnel having successful experience in similar situations. All material and equipment shall be latest designs of the manufacturer. In the event material, workmanship or construction described in these Contract Documents are of superior.or of more stringent requirement that required by the Agencies such provisions of the Contract Documents shall govern. 1.3 DESIGN CRITERIA: A. Sprinkler Systems shall be hydraulically calculated in accordance with the governing agencies requirements. B. The:velocity of the overhead piping shall not exceed 20' per second. Maximum velocity in underground mains shall not exceed 20' per second. C. The minimum operating pressure for any sprinkler shall be not less than 7 psi; the maximum discharge pressure used at the .starting point shall not exceed 150 psi. D. Pipe friction losses shall be calculated in accordance with Hazen and Williams formula for new steel wet pipe systems. r E.. The maximum floor area to be protected by one Sprinkler System in one fire area shall not exceed 52,000 square. feet. 15300-2 PAGE 174 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1.4 REQUIREMENTS OF REGULATORY AGENCIES: ' A. Comply with the following authorities in addition to those listed: Owner's Insurance Underwriter for lowest obtainable premiums, National Fire Protection Association, Pamphlet No. 13, 13A and 13D, current edition, Fire Department, State Insurance Board. 1.5 SUBMITTALS: ' A. ShopDrawings: Before g o e starting shop drawings, submit to the architect a proposed layout of all heads which will be installed in the .finished work. Confer with ' Architect prior to preparing these drawings. B. Submit shop drawings of the entire installation to the Owner's Insurance Underwriters, the Fire Department, and all local authorities having jurisdiction over the work. When approved and stamped by all governing departments and bureaus, submit to the Architect six (6) copies of all drawings and a set of reproducible ' drawings and calculations, bearing the "Approved" stamps of the above listed authorities. Unstamped drawings will not be reviewed by the architect and will be returned to the Contractor. ' C. Shopdrawings shall contain a list of material showing g owing for each item, manufacturer, trade name, and catalog number. Show locations and sizes of risers, mains, branches, test valves; drain piping, location and installation of sprinkler heads. The locations shall meet the architectural. and structural conditions. Layout of attic heads shall generally follow layout of Tenant ceiling.pattem below. Submit to architect ' only for review a drawing or drawings. showing locations and sizes of openings required in the basic construction where sprinkler pipes will .penetrate floors, walls and ceilings. Refer also to paragraph 3.1 herein. ' D. Product Data: Submit four (4) copies of catalog cuts of items specified along with technical data and specifications. ' E. Samples: Submit two (2) samples of each type and finish of sprinkler head with escutcheon proposed to be used. ' 1.6 "AS -BUILT" RECORD DRAWINGS: A. Comply with Section 15400 ' 1.7 OPERATING MANUAL AND INSTRUCTIONS: ' A. Provide two (2) complete sets of operating manuals. B. Upon completion of the work provide expert instruction to Owner's personnel for ' the work specified in this section, in operating and maintaining the system. 15300-3 PAGE 175 rFn SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA 1.8 WARRANTIES: A. Comply with Section 15400. PART 2 -PRODUCTS . 2.1 MATERIALS: A. Piping: Main water service below grade shall be C-900 PVC CIass 150. Cast iron piping shall be extended through floor at wall a minimum of 6" before connecting to each individual interior riser. Fitting; mechanical joints, cement lined cast iron. B. Interior sprinkler piping above grade: Pipe as required by NFPA current edition of Pamphlet No. 13, UL listed. Fittings as required by NFPA current edition of ' Pamphlet No. 1 " p 3, Ul fisted. Minimum pipe diameter 1 . C. Drain piping schedule 40, galvanized steel. Fittings galvanized, malleable -iron, screwed. D. Fire Department connections: Pipe; schedule 40, galvanized steel. Fittings; galvanized, malleable iron; screwed. E. Valves manufactured by Stockham, Kennedy, Crane, Walworth Jenkins. Manufacturer's figure numbers specified are for type, quality and features desired. UL listed. ' F. Local water flow alarm: Provide a UL listed alarm check valve and water motor gong or a .UL listed water flow monitoring device and electric bell for each riser. The alarm system shall utilize a UL listed, 10" bell complete with a suitable identification sign. G. Sprinkler heads: UL listed, approved for use intended; Viking, Grinnell, Globe or Automatic Water Sprinkler Co., or equal. Do not use 17/32" orifice sprinklers. Location concealed, recessed with cover for all office areas, public areas and public restroom. Pendant heads with shallow escutcheons, both chrome plated for all other areas with suspended ceilings. For clearance less than 8'0", protect sprinkler head. Upright heads .rough brass finish for all areas which will not have suspended ceilings. Provide intermediate or higher temperature heads where required and within 12" of incandescent lights. H. Pressure Gauges: UL listed 4 %z" dial type, and shall have a minimum limit of not less than twice the normal; working pressure at the point where installed. I. Identification Signs: Type in accordance with NFPA Pamphlet No. 13. 15300-4 PAGE 176 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA J. Supports, hanger, inserts: Per NFPA requirements, Pamphlet No. 13. K. Sway bracing: Per NFPA requirements; Pamphlet No. 13. L. Pipe Sleeves: In slab construction schedule 40 black steel pipe. In concrete walls Schedule 40 black steel pipe. In lath and plaster partitions and ceilings: 24 gauge galvanized iron or steel. Through waterproof membrane: Cast iron or steel with a non -puncturing flashing clamp device and corrosion -resistant clamping bolts. M. Escutcheons: Steel (prime coated) split ring or set screw type escutcheons on all exposed pipes passing through walls, floors; ceilings and partitions. Polished chrome plated cast brass, split or set screws, escutcheons where pipes pass through floors, walls, or ceilings, in finished portion of building. N. Fire Department connection: In accordance with local Fire Department requirements. O. Fire Sprinkler Cabinet: NFPA approved, containing 12 heads of each -type used and one wrench for each type head. PART 3 — EXECUTION 3.1 PREPARATION FOR WORK: A. Openings, cutting and patching: Before the art of structural work, -submit instructions for openings required for this work. Instructions shall be subject to the Architect's approval. Provide all subsequent additional holes or openings or relocation required, at no additional cost to the Contractor. B. Approval prior to installation: No work shall commence prior to approval of shop drawings. Change of work, which has been installed prior to approval of the shop drawings, shall be made without additional compensation. 3.2 PIPING INSTALLATION: A. Lay underground piping to bear on entire length. Securely brace or clamp elbows, bends, etc., and provide with concrete thrust blocks per NFPA, current edition, Pamphlet No. 21. B. Support sprinkler piping from building structure by means of hangers, inserts and other supports. Supports from the structural members shall be approved by the Architect, Structural Engineer and the Owners' Insurance Underwriters. C. Provide all necessary clamps and rods for properly supporting sprinkler risers and ' underground piping, all in strict accordance with requirements of NFPA, Pamphlet Nos. 13, 14 and 24. 15300-5 PAGE 177 ' SPECIFICATIONS FOR ANEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA OUINTA, CALIFORNA D. Inspector's test pipe: As required by Code for system, extended down to globe valve not more than 6' above floor with discharge into receptor. Receptor provided 1 under plumbing section. E. Test Connections: As required by Code, in riser at point opposite drain connection and equipped with side outlet globe valve.. Provide UL listed gauge per code and the Owners' Insurance Underwriters. F. Drain connections: Extend and discharge to receptor, provided under plumbing section. G. Joints: Make up screw joints with pipe paste applied to make threads only. Ream pipe as necessary to make bore at end of pipe same diameter as within pipe. H. Reducers: Make reductions in pipe sizes with one piece reducing fittings. I. Do not install portions of wet pipe Sprinkler System including piping and heads in an ' area subject to a freezing condition. Coordinate with • Architectural drawing for areas subject to freezing. Provide non-freezing type heads or a complete non-freezing type system in all areas where sprinkler coverage is required, but subject to freezing. J. Install concealed piping in all areas with ceilings. . K. Post suitable signs where indicated. L. Sleeves: Provide sleeves for all pipes passing through walls, floors (except for framed openings) and latch and plaster partitions and ceilings. For concrete construction, set sleeves in forms before concrete is poured. Provide 1" clearance between sleeve and pipe. Where installed in fire walls, caulk space between pipe and sleeves with incombustible material. Where water -tight caulking or sealing is specified, use Products Research Co. "Rubber Caulk" No.150 heavy type applied in accordance with manufacturer's instructions. In slab constructions set sleeves to extend 2" above finished floor. Seal upper surface with mastic. In exterior concrete walls, caulk space between pipe and sleeve with approved caulking material with outer surface sealed to be water -tight. In lath and plaster partitions and ceilings set sleeves flush with face of material. Through water proofed membranes: Caulk space between pipe and sleeve with approved caulking material with outer surface sealed water -tight. M. Alarm Bell: Install at 11'-0" above exterior sidewalk level at location approved by . Architect. Provide one alarm bell for each riser. N. Install concrete thrust blocks as required. O. Excavation and backfill: Perform excavation and backfill for sprinkler work as specified under Section "Earthwork". 15300-6 PAGE 178 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR AMMON FOR THE CITRUS GOLF CLUBHOUSE. THECITRUS CLUB, LA QUINTA, CALIFORNIA 3.3 FLUSHING AND SANITIZING: A. Prior to connecting the sprinkler piping with the underground main, flush and sanitize the underground main. This flushing shall be witnessed in accordance with the NFPA Pamphlet No. 13. Sanitizing .shall be done in accordance with the Health Department and Water Company's standards. 3.4 FIELD TESTING: A. Upon completion, subject the system to a hydraulic pressure of 200 lbs. psi for a two (2) hour continuous period or at 50 lbs psi in excess of 150 lbs. Not more than 2 lbs pressure loss may occur during this period, in all part of the system. Correct all defects due to materials or workmanship occurring during this test and retest the system. 3.5 FIRE SPRINKLER CABINET: ' A.- Install where approved by the Architect. 3.6 IDENTIFICATION SIGNS: A. Fit drain valves, test valves, control valves and alarm valves with approved signs indicating their use in accordance with NFPS Pamphlet No. 13. Properly identify a hydraulically designed Automatic Sprinkler System by a permanently attached placard indicating the location, and the basis of the design. (Discharge density over designed area of discharge, including gallons per minute and residual pressure demand at discharge, including gallons per minute and residual pressure demand at base of riser). Place such signs at the controlling alarm valvefor the system containing the hydraulically designed layout. The mane plate shall be on non- corrosive material, with information steel -stamped in characters at least 5mm high. The name plates shall be secured to the riser with metal strapping or galvanized wire. 3.7 CLEAN UP: A. Clean heads, valves, exposed piping and equipment thoroughly of cement, plaster and other materials; remove grease and soil. spots with cleaning solvent. Wipe surfaces carefully and leave entire installation in a neat, clean and operable condition. END OF SECTION 15300-7 PAGE 179 I 1' 1 1 1 1 1 1 1 1 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDITION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 15400 - PLUMBING The requirements of the General Conditions and Division I apply to all work hereunder. PART 1- GENERAL 1.0 PLUMBING CONSTRUCTIOIN DOCUMENTS A. See'Plumbing Construction Documents which will contain specific specifications for Plumbing work. 'k PAGE 180 * ' SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDMON FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 15600 -HEATING, VENTILATING AND AIR CONDITIONING ' The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL ' 1.0 HVAC CONSTR UCTIOINDOCUMENTS A. See HVAC Construction Documents which will .contain specific specifications for Heating, Ventilating and Air Conditioning PAGE 181 SPECIFICATIONS FOR A NEW FITNESS CENTER AND BAR ADDRION FOR THE CITRUS GOLF CLUBHOUSE THE CITRUS COUNTRY CLUB, LA QUINTA, CALIFORNIA SECTION 16200 - ELECTRICAL The requirements of the General Conditions and Division 1 apply to all work hereunder. PART 1 - GENERAL 1.0 ELECTRICAL CONSTRUCTIOIN DOCUMENTS A. See Electrical Construction Documents which will contain specific specifications for Electrical work. 1 5 PAGE 182