PROJECT MANUAL & SPECIFICATIONS FOR GRACE LUTHERAN CURCH Newlin Gulch Boulevard Parker, Colorado, 80134

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1 PROJECT MANUAL & SPECIFICATIONS FOR GRACE LUTHERAN CURCH Newlin Gulch Boulevard Parker, Colorado, Date BUILDING OWNER Name GRACE LUTHERAN CHURCH Newlin Gulch Boulevard Parker, Colorado, ARCHITECT 101 Architecture, LLC 8231 E. Prentice Avenue Greenwood Village, CO CIVIL ENGINEER Highline Engineering & Surveying Co., Inc Caley Avenue, Suite 201 Centennial, CO STRUCTURAL ENGINEER Aegis Engineering, Inc S. Parker Road, Suite 199 Parker, CO MEP ENGINEER E.W.A.S. Consulting Elm Street Denver, CO 80260

2 SECTION TABLE OF CONTENTS Division 00 Introductory Information Project Title Page Table of Contents Geotechnical Data Agreement Forms General Conditions Division 01 General Requirements General Requirements Alternates Contract Modification Procedures Payment Procedures Project Management and Coordination Submittal Procedures Temporary Facilities and Project Sign Product Requirements Execution Cutting and Patching Closeout Procedures Project Record Documents Division 03 Concrete Cast-in-Place Concrete Division 04 Masonry Unit Masonry and Stone Manufactured Masonry Division 05 Metals Structural Steel Framing Metal Fabrications Metal Ladders Division 06 Wood, Plastics, and Composites Rough Carpentry Shop-Fabricated Wood Trusses Interior Finish Carpentry Division 07 Thermal and Moisture Protection Thermal Insulation Weather Barrier Fiber Reinforced Asphalt Shingles Fiber Cement Siding Flashing and Sheet Metal Joint Sealants Division 08 Openings Metal Doors and Frames Wood Doors Floor Access Door Access Doors and Frames Aluminum Framed Entrances Storefront Doors & Windows Hardware Glass and Glazing Grace Lutheran Church, Parker, CO Issue Date TABLE OF CONTENTS

3 Division 09 Finishes Gypsum Board Ceramic & Porcelain Tiling Acoustical Ceilings Resilient Flooring Carpet Painting Division 10 Specialties Signage Metal Toilet Partitions Toilet Accessories Fire Protection Specialties See additional Structural, Mechanical, Electrical and Plumbing Specification incorporated within the respective discipline s drawings. END OF SECTION Grace Lutheran Church, Parker, CO Issue Date TABLE OF CONTENTS

4 SECTION GEOTECHNICAL DATA PART 1 GENERAL 1.1 RELATED DOCUMENTS: A. The following Geotechnical Data report (Soil Report) is hereby incorporated by reference and is made part of these Construction Documents: 1. Geotechnical Investigation Grace Lutheran Church CTL Thompson Incorporated Project No. DNA46, Dated May 10th, 2013 B. The Soil Report has been issued in the RFP to all invited bidders as an existing condition. If it is not attached to this set of Specifications, a copy is available at the following locations: 1. Civil Engineer (303) Soils Engineer (303) Architect (303) PART 2 - PRODUCTS A. Not applicable PART 3 - EXECUTION A. All recommendations and procedures outlined or detailed in the Soil Report shall be followed by the Contractor. Conditional recommendations shall be implemented with approval of the Structural and Soils Engineer. B. The services of a Soil Engineer shall be retained by the Owner for the duration of the construction of this Project. Soil and Testing services shall include, but not be limited to, the following tasks: 1. Field consulting of topsoil stripping 2. Field consulting of soil compaction 3. Field consulting of proof rolling operations 4. Field testing of structural fill material 5. Field testing of soil bearing capacity 6. Field recommendations for dewatering operations END OF SECTION Grace Lutheran Church, Parker, CO Issue Date GEOTECHNICAL DATA

5 SECTION AGREEMENT FORMS PART 1 - GENERAL A. The form of agreement between the Owner and the Contractor shall be the AIA Document A Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section END OF DOCUMENT Grace Lutheran Church, Parker, CO Issue Date AGREEMENT FORMS

6 SECTION GENERAL CONDITIONS PART 1 GENERAL A. The General Conditions are the terms and conditions for this construction contract. All materials and labor supplied therein are detailed in AIA Document A General Conditions of the Contract for Construction. All contractors, suppliers, vendors and subcontractors and others contractually obligated to provide materials or labor on this Project are hereby advised that their work shall conform with the requirements of this Document, whether or not included in this Project Manual, B. The General Conditions contained in AIA Document A General Conditions of the Contract for Construction shall be considered the minimum acceptable standard used by the Architect to judge the responsibilities of the parties and their performance, compliance, quality and acceptability of all Work provided therein. C. The Architect is the sole judge of all Work related to this Project D. These specifications and the accompanying drawings shall be subject of all requirements stated in these General Conditions and shall form the body of documents, consisting of drawings, specifications, and forms of agreements, to be known collectively as the Contract Documents. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section END OF DOCUMENT Grace Lutheran Church, Parker, CO Issue Date GENERAL CONDITIONS

7 SECTION GENERAL REQUIREMENTS PART 1 - GENERAL 1.01 COMPLIANCE A. All construction shall comply with applicable local, state and federal codes, rules, and regulations, and other entities having jurisdiction. Any discrepancy between local, state or federal building codes, rules and regulations and work built, or work delineated in these Contract Documents shall be corrected to full compliance with such rules, regulations, or codes. B. All clearances, door sizes, hardware locations handle types, restroom equipment, mounting heights, and all other dimensions, heights, locations, and clearances shall comply with Title III of the Americans With Disabilities Act of 1991 (ADA); and ICC/ANSI A Accessible & Usable Buildings And Facilities; and all local or state adopted handicapped accessibility codes. C. Utility connections and services shall be coordinated with the utility companies having jurisdiction, and shall comply with the rules, regulations, and codes of the utility companies or the prevailing authority having jurisdiction. D. Other than the Building Permit, which shall be paid or by the Owner, the Contractor is responsible for obtaining and paying for all other permits and related trade permits, fees, and approvals required by state, or local building authorities; utilities; or other regulatory agencies. E. Contractors, Suppliers, and Subcontractors shall build the work described in these Contract Documents exactly as shown herein. If any inconsistency, error, or omission in the Contract Documents is discovered, such information shall be documented and submitted to the Architect as a notification in writing within 10 days of its discovery. The Architect's reply in writing to this notification of inconsistency, error, or omission is a prerequisite to any action concerning the claimed inconsistency, error or omission and any subsequent action taken to deviate from the work shown in the Contract Documents. F. If Changes are required in the work that differ from the conditions shown in these Contract Documents, such changes shall be submitted as a written Proposal to the Architect and Owner for written approval in the form of a Change Order. Any Changes made without the specific written consent of the Architect shall be considered as unauthorized changes, not in compliance with the Contract Documents, and excluded from any responsibility of the Architect either during construction or after occupancy. G. Changes in the Work, not approved in writing by the Architect, shall be removed and replaced with correct Work at the sole expense of the Contractor, Subcontractor, and Supplier, but in no case shall the full cost, any portion of the cost, or any consequential cost, of removal and replacement of such non-conforming work be at the expense of the Architect or Owner. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section END OF SECTION Grace Lutheran Church, Parker, CO Issue Date GENERAL REQUIREMENTS

8 SECTION ALTERNATES PART 1 - GENERAL 1.01 SUMMARY A. List price for each alternate identified below. Include cost of modifications to other work to accommodate alternate, including both credits and adds. Include related costs such as overhead and profit. B. Owner will determine which alternates are selected for inclusion in the Contract. C. Alternates are described briefly in this section. The Contract Documents define the requirements for all Alternates. D. Coordinate alternates with related work to ensure that work affected by each selected alternate is properly accomplished. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION 3.01 SCHEDULE A. List of Alternates: 1. ADD ALTERNATE NO. 1 CROSS TOWER STRUCTURE. NOTE: INCLUDE CROSS TOWER FOUNDATION IN BASE BID. 2. ADD ALTERNATE NO. 2 ALTAR PLATFORM, ALTAR RAILING, ALTAR RAMP AND ASSOCIATED FINISHES. 3. ADD ALTERNATE NO. 3 ALTAR THEATRICAL AND A/V LIGHTING. NOTE: INCLUDE WIRING AND CONDUITS FOR THEATRICAL & A/V LIGHTING IN BASE BID. 4. ADD ALTERNATE NO. 4 4'-0" ROLL-UP SERVING WINDOW AND COUNTER BETWEEN KITCHEN AND NARTHEX. NOTE: INCLUDE WINDOW FRAMING AND ELECTRICAL WIRING IN BASE BID. 5. ADD ALTERNATE NO. 5 IN-SLAB ELECTRICAL SNOW MELT SYSTEM AT FRONT ENTRY PEDESTRIAN PLAZA, FROM BUILDING ENTRANCE TO EDGE OF SIDEWALK. INCLUDE ELECTRICAL CONDUIT, WIRING AND ELECTRICAL PANEL BREAKER. END OF SECTION Grace Lutheran Church, Parker, CO Issue Date ALTERNATES

9 SECTION CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. B. See Division 01 Section "Allowances" for procedural requirements for handling and processing allowances. C. See Division 01 Section "Unit Prices" for administrative requirements for using unit prices. 1.2 MINOR CHANGES IN THE WORK 1.3 PROPOSAL REQUESTS A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal Requests issued by Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 2. Within 10 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable delivery charges, equipment rental, and amounts of trade discounts. c. Include costs of labor directly attributable to the change. d. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Architect. 1. Include a statement outlining 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 the Contract Time. 2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. 3. Indicate applicable delivery charges, equipment rental, and amounts of trade discounts. 4. Include costs of labor directly attributable to the change Grace Lutheran Church, Parker, CO Issue Date CONTRACT MODIFICATION PROCEDURES

10 5. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. 6. Comply with requirements in Division 01 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified. C. Proposal Request Form: Use AIA Document G709 for Proposal Requests. 1.4 ALLOWANCES A. Allowance Adjustment: To adjust allowance amounts, base each Change Order proposal on the difference between purchase amount and the allowance, multiplied by final measurement of workin-place. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed. 3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances. 4. Owner reserves the right to establish the 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 Contractor's handling, labor, installation, overhead, and profit. Submit claims within 10 days of receipt of the Change Order or Construction Change Directive authorizing work to proceed. Owner will reject claims submitted later than 15 days after such authorization. 1. Do not include 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 the Contract Documents. 2. No change to Contractor's indirect expense is permitted for selection of higher- or lowerpriced materials or systems of the same scope and nature as originally indicated. 1.5 CHANGE ORDER PROCEDURES A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time Grace Lutheran Church, Parker, CO Issue Date CONTRACT MODIFICATION PROCEDURES

11 B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION Grace Lutheran Church, Parker, CO Issue Date CONTRACT MODIFICATION PROCEDURES

12 SECTION PAYMENT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 1.2 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including Application for Payment forms with Continuation Sheets, Submittals Schedule and Contractor's Construction Schedule. 2. Submit the Schedule of Values to Architect at earliest possible date but no later than ten days before the date scheduled for submittal of initial Applications for Payment. 3. Subschedules: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values correlated with each phase of payment. B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Architect. c. Architect's project number. d. Contractor's name and address. e. Date of submittal. 2. Submit draft of AIA Document G703 Continuation Sheets. 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. 6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Allowances: Provide a separate line item in the Schedule of Values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities. 8. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item Grace Lutheran Church, Parker, CO Issue Date PAYMENT PROCEDURES

13 a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. 9. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.3 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. C. Payment Application Times: Progress payments shall be submitted to Architect by the last day of the month. The period covered by each Application for Payment is one month, ending on the last day of the month. D. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. E. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. F. Transmittal: Submit 1 signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment. 1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit waivers Grace Lutheran Church, Parker, CO Issue Date PAYMENT PROCEDURES

14 4. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner. H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule (preliminary if not final). 4. Schedule of unit prices. 5. Submittals Schedule (preliminary if not final). 6. List of Contractor's staff assignments. 7. List of Contractor's principal consultants. 8. Copies of building permits. 9. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 10. Initial progress report. 11. Report of preconstruction conference. 12. Certificates of insurance and insurance policies. I. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. J. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION Grace Lutheran Church, Parker, CO Issue Date PAYMENT PROCEDURES

15 SECTION PROJECT MANAGEMENT AND COORDINATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Administrative and supervisory personnel. 2. Submittals. 3. Subcontractor quality control. 4. Coordination. 5. Project coordination. 6. Preconstruction meeting. 7. Progress meetings. 8. Progress reports. 9. Pre-installation meetings. 10. Architect s inspections 1.02 ADMINISTRATIVE AND SUPERVISORY PERSONNEL FOR EACH TRADE A. Project Coordination Administrator: Subcontractor Representative experienced in administration, supervision, and quality control of building construction, similar to Work of this Project, including mechanical and electrical work. B. Project Field Superintendent: 1 Subcontractor Representative experienced in general field supervision of building construction, similar to Work of this Project, including mechanical and electrical work, to supervise, direct, inspect and coordinate Work of Subcontractor, suppliers and installers, and expedite Work to assure compliance with Construction Schedules SUBMITTALS A. Submit list of Subcontractor principal staff assignments, including Project Coordination Administrator, Project Field Superintendent, Quality Control Representative, and other personnel in attendance at site; identify their duties and responsibilities. B. Submit shop drawings, product data, and other required submittals, in accordance with Section Submittal Procedures, for review and compliance with Contract Documents, for field dimensions and clearances, for relation to available space, and for relation to Work by Others. C. Submit Requests for Information and interpretation of Contract Documents in a timely manner and obtain replies from Architect in accordance with the Contract SUBCONTRACTOR QUALITY CONTROL FOR EACH TRADE A. Perform project quality control in accordance with requirements in the Contract. B. Coordinate schedule for testing to be performed by Subcontractor and under separate contract Grace Lutheran Church, Parker, CO Issue Date PROJECT MANAGEMENT AND COORDINATION

16 1.05 COORDINATION DRAWINGS FOR EACH TRADE A. Prepare and distribute coordination drawings where close coordination is required for installation of Products and materials fabricated off-site by separate entities, and where limited space availability requires maximum utilization of space for efficient installation of different components. Show interrelationship of components shown on separate shop drawings. Indicate required installation sequences PROJECT COORDINATION FOR EACH TRADE A. Coordinate construction activities and work of other trades under various Sections of these Specifications and Work of Contract to facilitate orderly installation of each part of Work. Coordinate construction operations included under different Sections of Specifications and Contract that are dependent upon each other for proper installation, connection, and operation. B. Where installation of one part of Work is dependent on installation of other components, either before or after that part of Work, schedule construction activities in sequence required to obtain uninterrupted installation. C. Obtain drawings, manufacturer's product data, instructions, and other data to provide a complete and proper installation. 1. Check field dimensions prior to installing products. Verify necessary clearances and means of access from equipment storage to final position. 2. Make data and information available to trades involved. D. Ensure that utility requirements of operating equipment are compatible with building utilities. Coordinate Work of various specification Sections for installation and final connection of equipment. 1. Assure that mechanical, plumbing, and electrical rough-ins have been properly located. E. Coordinate space requirements and installation of mechanical, plumbing, and electrical Work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, conduits, and wiring, as closely as possible; make runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. F. Where availability of space is limited, coordinate installation of different components to ensure maximum accessibility for required maintenance, service, and repair. G. Provide for installation of items scheduled for future installation. H. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Prepare memoranda for Architect and separate Subcontractors where coordination of their work is required. I. In finished areas, conceal pipes, ducts, conduits, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements Grace Lutheran Church, Parker, CO Issue Date PROJECT MANAGEMENT AND COORDINATION

17 J. Coordinate completion and clean up of Work of separate Sections in preparation for completion of work per the Contract. Each Subcontractor shall leave work area in clean condition and ready for next Subcontractor trade. K. After occupancy of Project, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of occupant activities PRECONSTRUCTION MEETING A. Architect and Construction Manager will schedule a meeting after issuance of Notice To Proceed. B. Attendance: Architect, Owner, Construction Manager, Each Subcontractor, and Project Superintendents. C. Agenda: 1. Designation of personnel representing the parties in Contract. 2. Procedures and processing of Requests for Information, field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and contract closeout procedures. 3. Scheduling of Work 4 Submittal of Critical Path Schedule or other graphic work progress Schedule 5. Construction facilities and temporary controls. 6. Environmental procedures. D. Record minutes and distribute copies to participants, and those affected by decisions made CONSTRUCTION SCHEDULE A. Prior to start of construction, CM shall submit a construction progress schedule for the entire construction process from start to final occupancy. Schedule can be in any standard format such as Gantt chart, bar-chart, CPM flow charts, or other acceptable format. Contractor shall review and update this schedule weekly. The project schedule should be forwarded to the Architect upon revision PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of Work at intervals as determined by Construction Manager. B. Construction Manager will make arrangements for meetings, prepare agenda with copies for participants and preside at meetings. C. Attendance: Job Superintendent, Construction Manager Subcontractors, Suppliers, and Architect as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals Grace Lutheran Church, Parker, CO Issue Date PROJECT MANAGEMENT AND COORDINATION

18 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Other business relating to Work PRE-INSTALLATION MEETING A. When required in individual specification sections or as determined necessary by Architect, convene a pre-installation meeting at work site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect or authorized representative seven days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of installation, preparation and installation procedures. 2. Review coordination with related work. 3. Agenda items listed in individual specification Sections. 4. Installation schedule. 5. Review environmental procedures ARCHITECT S OBSERVATIONS A. The Architect will have access to the Project at all times for purposes of observing the Work in progress, and reporting on the adequacy, quality, compliance, and completeness of the work. B. The Architect will prepare a written field report, summarizing each observation and noting Site Conditions; Work in Progress; Information or Action Required; Non- Compliance Items; and other communication relative to the Work. C. The Architect will observe the work at the following minimum milestone points. The Contractor is responsible for contacting the Architect to advise of the dates for arriving at the following milestones in the Work. 1. Foundation: Foundation walls and footings ready for concrete placement. 2. Structural: Structural steel in place and ready for precast plank placement. 3. Pre-Drywall: Rough framing complete and MP&E rough-in complete 4. Finish: Finish work in progress; MP&E final, fixtures 5. Occupancy: Final inspection; punch-list; Certificate of Occupancy PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used Grace Lutheran Church, Parker, CO Issue Date PROJECT MANAGEMENT AND COORDINATION

19 END OF SECTION Grace Lutheran Church, Parker, CO Issue Date PROJECT MANAGEMENT AND COORDINATION

20 SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL 1.01 SUMMARY A. Comply with project format for submittals. B. Provide Architect with types of submittals listed in individual sections and number of copies required. Architect will retain one (1) of each for records. 1. Shop drawings, prior review by Contractor - one pdf copy. 2. Product data one pdf copy. 3. Samples 2 each, plus extra samples as required to indicate range of color, finish, and texture to be expected. One sample will be retained by Architect. 4. Mock-ups - when required in the individual sections. 5. Inspection and test reports one pdf copy. 6. Warranties - minimum 3 copies. 7. Survey data - minimum 3 copies. 8. Closeout submittals - minimum 3 copies. C. Provide warranties as specified; warranties shall not limit length of time for remedy of damages Owner may have by legal statute. Warranties shall be signed by contractor, supplier or installer responsible for performance of warranty. A preliminary or sample warranty shall be included with all items requiring warranty submittals for review under this Section. Warranty documents shall be submitted for review for the following minimum items: 1. Asphalt Shingles 2. Windows 3. Doors 4. Water Heater, Mixing Valves, Recirculation Pumps 5. Heating and Cooling Equipment 6. Fans and Ventilation Equipment PART 2 - PRODUCTS - Not Applicable To This Section PART 3 EXECUTION Schedule of Submittals : Within 30 days after receiving a notice to proceed, the contractor must complete the Schedule of Submittals, included in Paragraph 1.01 in this Section, in duplicate, listing all items that must be furnished for review and approval by the Architect. The schedule must indicate the type of items (such as sample, shop drawings, catalog cut, etc.) and include the scheduled dates of submittal. In preparing the schedule, adequate time must be allowed for Architect's review and approval and possible resubmittal. Also, the schedule must be coordinated with the approved construction progress chart. The contractor must revise and/or update the schedule as directed. Such revised schedules must be made available to the Architect, and Owner for monitoring Shop Drawings and Related Data : Submittal of shop drawings and related data must conform to the requirements specified in this Section. If approved by the Architect, the shop drawing will be identified as having received approval by being so stamped and dated. The contractor must make any corrections required by the Architect. If the contractor considers any correction indicated on the submittal drawings to constitute a change to the contract drawings or specifications, notice must be given to the Architect in writing. Unless otherwise noted or discussed and agreed, the minimum number of prints (see above) of all approved shop drawings must be given to the Architect. The Grace Lutheran Church, Parker, CO Issue Date SUBMITTAL PROCEDURES

21 approval of the submittals and shop drawings by the Architect shall not be construed as a complete checking of the fit, finish, and integration of the product, but instead indicates only that the general method of construction, design concepts, and detailing are satisfactory. Approval of the shop drawings does not relieve the contractor of responsibility for any error that may exist because the contractor is responsible for the dimensions and design of adequate connections and details and for satisfactory construction of all work. The submission by the contractor must be accompanied by a transmittal letter or other specific letter indicate the contents of the submittal, and the name, address and phone number of the supplier or subcontractor Mechanical Area Layout Requirements: The contractor must prepare and submit Mechanical area layout drawings for areas where equipment proposed for use could present interface or space difficulties. Such layout drawings must be submitted not less than 30 days in advance of actual installation of such equipment, and must conform to the specified requirements for shop drawings. Submittals describing the various mechanical and electrical equipment items that are to be installed in the areas represented by the layout drawings must be assembled and submitted concurrently and must be accompanied by the room or area layout drawings. All mechanical and electrical equipment and accessories must be shown to scale in the plan and also in elevation or section in their installation positions. Ductwork and piping must be shown 3.04 Material, Equipment, and Fixture Lists: Lists of equipment, and fixtures must be submitted by the contractor in accordance with the requirements specified for shop drawings. The lists must be supported by sufficient descriptive material, such as catalogs, cuts, diagrams, and other data published by the manufacturer, as well as by evidence of compliance with safety and performance standards, to demonstrate conformance to the specification requirements. Catalog numbers alone are not acceptable. The data must include the name and address of the nearest service and maintenance organization that regularly stocks repair parts Certificates of Compliance: Any certificates required for demonstrating proof of compliance of materials with specification requirements, including mail certificates, statements of application, and extended guarantees, must be signed and submitted to the Architect at least 10 days before delivery. The contractor must review all certificates before submissions are made to the Architect, to ensure compliance with the specification requirements and to ensure that the affidavit is properly signed. Each certificate must be signed by an official authorized to certify on behalf of the manufacturing company and must contain the name and address of the contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates must contain the name and address of the testing laboratory and the dates of tests to which the report applies. Certification must not be construed as relieving the contractor from furnishing satisfactory material if, after tests are performed on selected samples, the material is found not to meet the specific requirements 3.06 Architect's Review of Submittal A. When submittals are reviewed by the Architect each submittal shall be returned to the contractor stamped or otherwise indicated by the Architect in one of the following ways: 1. APPROVED: The contractor is advised that fabrication, manufacture, or construction of the submitted work may proceed, provided the work complies with the contract documents. 2. APPROVED AS NOTED: The contractor is advised that fabrication, manufacture, or construction may proceed, provided the work complies with Grace Lutheran Church, Parker, CO Issue Date SUBMITTAL PROCEDURES

22 the Architect's notations on the submittal and that the work complies with the contract documents.. 3. REVISE & RESUBMIT: The contractor is advised that no work may be fabricated, manufactured, or constructed and that the contractor must make a new submittal to the Architect. Any submission marked "REVISE & RESUBMIT" is not permitted on the site 4. NOT APPROVED: The contractor is advised that the submittal does not meet the requirements of the specification, the drawings, or other requirements of the Contract Documents and will not be reviewed or commented upon further. B. The Architect will return marked-up reproducibles if included in the submittal. The contractor is responsible for obtaining prints and for distributing such marked-up drawings to the field and to subcontractors C. In the case of shop drawings in the form of manufacturers' descriptive literature, catalog cuts, and brochures the Architect shall return APPROVED or APPROVED AS NOTED copies to the contractor, who is responsible for distributing them to the field and to the subcontractors. If the shop drawings are stamped REVISE & RESUBMIT the Architect will return stamped copies to the contractor, who shall submit new shop drawings to the Architect D. In the case of samples stamped APPROVED or APPROVED AS NOTED the Architect shall return one of the samples to the contractor. In the case of samples stamped REVISE & RESUBMIT the Architect shall return all of the submitted samples 3.07 Not Used Grace Lutheran Church, Parker, CO Issue Date SUBMITTAL PROCEDURES

23 3.08 Sample of Architect s Shop Drawing Stamp Shop Dwg File No. Shop Dwg Submittal No. APPROVED APPROVED AS NOTED If checked above, fabrication MAY be undertaken. Approval does not authorize changes to Contract Sum of Scope of Work unless stated in separate letter or Change Order. REVISE & RESUBMIT NOT APPROVED Checking is only for general conformance with the design concept of the Project and general compliance with the information given in the Contract Documents. The Contractor is solely responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication, processes and techniques of the construction; coordination of his work with that of other trades; and the satisfactory performance of his work. Contractor is responsible for all corrections noted hereupon. ARCHITECT Address City, State ZIP By Date 3.09 Sample Schedule For Submittals Project Contract No. Project Description Submittal Type: C Certificate S Sample SD Shop Drawing CD Catalog Data PL Spare Parts List MM Maintenance Manual Spec. Section Spec. Description Paragraph Number Submittal Type Date Submittal Returned Action Taken Assigned Number END OF SECTION Grace Lutheran Church, Parker, CO Issue Date SUBMITTAL PROCEDURES

24 PART 1 - GENERAL 1.01 SUMMARY SECTION TEMPORARY FACILITIES & PROJECT SIGN A. Provide temporary services and utilities, including utility costs: 1. Water (potable and non-potable). 2. Lighting and power & metering. 3. Telephone. 4. Toilet facilities. 5. Materials storage. 6. Dumpster and approved debris removal. B. Provide temporary site management items for the following areas : 1. Silt and sediment control and cleanup 2. Material Storage Enclosures 3. Daily mud, silt, and dirt cleanup of public streets, sidewalks, and offsite grounds 4. Work area cleanup and placement of debris in authorized dumpster, or carry-off site for legal disposal 5. Dewatering 6. Temporary roofing for weather protection of building interior. C. Provide for Project security and protection: 1. Fire extinguishers. 2. Site enclosure fence, barricades, warning signs, and lights. 3. Building enclosure and lock-up. 4. Environmental protection. 5. Pest control. 6. Snow and ice removal. D. Provide personnel support facilities: 1. Field office for Contractor s and Architect s use. 2. Sanitary facilities. 3. Drinking water. 4. Cleaning and trash removal. E. Project Identification Sign: The Contractor shall provide, install and maintain the Project Identification Sign. Locate sign where directed by the Architect or the Owner s Representative, or as otherwise required for maximum exposure to vehicular traffic for each direction. 1. The sign design is to approval by local ordinances and permits for temporary signage. 2. The Project Identification Sign shall be erected within 15 days after receiving notice to proceed. 3. No other signs are permitted on the project site. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section END OF SECTION Grace Lutheran Church, Parker, CO Issue Date TEMPORARY FACILITIES & PROJECT SIGN

25 SECTION EXECUTION PART 1 - GENERAL 1.1 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. General installation of products. 4. Progress cleaning. 5. Starting and adjusting. 6. Protection of installed construction. 7. Correction of the Work. B. See Division 01 Section "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, and final cleaning. 1.2 SUBMITTALS A. Certificates: Submit certificate signed by land surveyor certifying that location and elevation of improvements comply with requirements. B. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal. C. Certified Surveys: Submit two copies signed by land surveyor. D. Final Property Survey: Submit 10 copies showing the Work performed and record survey data. 1.3 QUALITY ASSURANCE A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated Grace Lutheran Church, Parker, CO Issue Date EXECUTION

26 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. 1. Before construction, verify the location and points of connection of utility services. B. Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; and underground electrical services. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 3. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 4. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Furnish information to local utility that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings Grace Lutheran Church, Parker, CO Issue Date EXECUTION

27 D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect promptly. B. General: Engage a land surveyor to lay out the Work using accepted surveying practices. 1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 3. Inform installers of lines and levels to which they must comply. 4. Check the location, level and plumb, of every major element as the Work progresses. 5. Notify Architect when deviations from required lines and levels exceed allowable tolerances. 6. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Architect. 3.4 FIELD ENGINEERING A. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. B. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and size of benchmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents Grace Lutheran Church, Parker, CO Issue Date EXECUTION