ATTACHMENT K Specifications~22.pdf
PDF 2 MB Posted
- Attached to
- ITB 26-0001 Southridge HS - Athletic Facility
- Solicitation number
- S-P34048-00017427
- Issued by
- Oregon
About this file
This is a technical specifications document for the Beaverton School District's Southridge High School Storage/Ticket Building project (Project Number 250200.01), with a bid set release date of June 16, 2026. The project involves constructing a new accessory storage/ticket booth building on the Southridge High School campus and relocating the existing shot put area. The facility is located at 9625 SW 125th Ave., Beaverton, Oregon 97008. The contract will be executed as a single prime contract with the general contractor responsible for furnishing all labor, tools, and materials. Work must comply with extensive technical specifications covering divisions including general conditions, concrete, metals, wood, thermal and moisture protection, openings, and finishes. The specifications establish work restrictions limiting construction to 7:00 a.m. to 5:00 p.m., Monday through Friday, with coordination required for noise and disruption. Contractors must submit a comprehensive construction schedule within 30 days of the Notice to Proceed, including CPM analysis, detailed activity breakdown with no individual activity exceeding 20 days, procurement activities for items with cycles exceeding 60 days, and a 15-day allowance for startup and testing.
The contract documents establish detailed requirements for submittals, quality assurance, and project management using the e-Builder project management database system for all communications including Requests for Information, change orders, submittals, and payment applications. All submittals require Contractor review and approval before submission to the Architect, with an initial review period of 15 days and 15 days for resubmittals. Substitution requests are permitted only for cause and must be submitted at least 15 days prior to when preparation and review time is needed, with all substitutions requiring Owner approval and coordination with other trades. The Owner will pay for plan check fees, building permits, and utility connection fees, while the Contractor is responsible for all other permits, licenses, and inspection fees. Quality control testing and inspection services will be coordinated between Contractor and Owner-engaged testing agencies, with Contractor bearing costs for retesting and reinspecting work that fails to comply with Contract Documents. Float time in the schedule is jointly owned by Owner and Contractor and represents a shared project resource.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BSD - Southridge HS Storage/Ticket Building
BID SET RELEASE
JUNE 16TH, 2026
PROJECT NUMBER: 250200.01
TECHNICAL SPECIFICATIONS
General Specification for:
Beaverton School District Southridge HS Storage/Ticket Building June 16, 2026 CIDA Project Number: 250200.01
TABLE OF CONTENTS
DIVISION 1 GENERAL CONDITIONS
010800 Supplementary Conditions 011000 Summary 012500 Substitution Procedures 013100 Project Management and Coordination 013300 Submittal Procedures 014000 Quality Requirements 014200 References 015000 Temporary Facilities and Controls 016000 ̀ Product Requirements 017300 Execution 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents
DIVISION 3 CONCRETE
033000 Cast-In-Place Concrete
DIVISION 5 METALS
055000 Metal Fabrications
DIVISION 6 WOOD, PLASTICS, AND COMPOSITES
061000 Rough Carpentry 061600 Sheathing 061800 Glued-Laminated Construction 064023 Interior Architectural Woodwork
DIVISION 7 THERMAL AND MOISTURE PROTECTION
072100 Thermal Insulation 072200 Roof and Deck Insulation 072500 Weather Barriers 074113 Metal Roof Panels 074213 Metal Wall Panels 076200 Sheet Metal Flashing and Trim 079200 Joint Sealants
DIVISION 8 OPENINGS
TABLE OF CONTENTS
081113 Hollow Metal Doors 083323 Overhead Coiling Door 087100 Door Hardware 088000 Glazing
DIVISION 9 FINISHES
092900 Gypsum Board 099123 Interior Painting
DIVISION 10 SPECIALTIES
NOT USED
SUPPLEMENTARY CONDITIONS 010800-1
DOCUMENT 010800
SUPPLEMENTARY CONDITIONS
1.1 STATUS OF GENERAL CONDITIONS
A. Supplements:
1. Supplements in this Document modify, change, delete from and add to GENERAL
CONDITIONS OF THE CONTRACT FOR CONSTRUCTION AIA Document A201, 2007 Edition.
2. Where any Article, Paragraph, subparagraph or clause of the General Conditions is modified or deleted by these supplements, the unaltered provisions of that Article, Paragraph, subparagraph or clause shall remain in effect.
1.2 MODIFICATIONS TO GENERAL CONDITIONS
A. General Provisions:
1. Correlation and intent of the contract documents:
a. References in Contract Documents to building codes, industry standards, published document in effect on the date of the signed Owner-Contractor Agreement.
b. In the event of conflicts or discrepancies among the Contract Documents, interpretations will be based on the following priorities:
1. Modifications.
2. The Agreement.
3. Addenda, with those of later date having precedence over those of earlier date.
4. The Supplementary Conditions.
5. The General Conditions of the Contract for Construction.
6. Division 1 of the Specifications.
7. Drawings and Divisions 2 49 of the Specifications.
8. Other documents specifically enumerated in the Agreement as part of the Contract Documents.
c. In the case of conflicts or discrepancies between Drawings and Divisions 2 49 of the Specifications, or within or among the Contract Documents and not clarified by Addendum, the Architect will determine which takes precedence in accordance with the General Conditions of the Contract.
d. Immediately notify Architect/Engineer of any error, omission or discrepancy appearing on the Contract Documents. In the event of a conflict or discrepancy of the Contract Documents, the larger quantity and highest quality shall govern, unless the smaller quantity or lower quality is accepted by written clarification or modification is issued by the Architect/Engineer.
SUPPLEMENTARY CONDITIONS 010800-2
1.3 INTERPRETATION:
A. Viewed or approved by Architect/Engineer shall mean written review or approval by Architect/Engineer or an authorized consultant.
B. Terms used in the Specifications such as approved, accepted, directed, required, reviewed and selected shall be interpreted to mean as approved, accepted, directed, required, reviewed and selected the Architect/Engineer.
C. Reference in the Specifications to a single item or piece of equipment shall apply to as many such items as are indicated on Drawings or required to complete the Project.
D. Listing an item or method in the Specifications or indicating an item or method on the Drawings requires the Contractor to furnish, fabricate and install the item, unless indicated otherwise.
1.4 FEES
A. Unless otherwise indicated in the Contract Documents, the Owner shall pay for plan check fees and building permit fees, including sewer, gas and water connection fees, as well as other assessments or fees established by the authority having jurisdiction. The Contractor shall pay for all other permits, fees, licenses and inspections necessary for proper execution and completion of Work, including plumbing, mechanical and electrical permit fees.
END OF SECTION 000800
SUMMARY 011000 - 1
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Project information.
2. Work covered by Contract Documents.
3. Access to site.
4. Work restrictions.
5. Specification and drawing conventions.
B. Related Section:
1. Division 01 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.
1.2 PROJECT INFORMATION
A. Project Identification: Athletic Facilities: Southridge HS
1. Project Location: 9625 SW 125th Ave., Beaverton, Oregon 97008
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of the Project is defined by the Contract Documents and consists of the following:
1. New accessory storage/ticket booth building on Southridge High School campus and relocation of existing shot put area.
B. Type of Contract.
1. Project will be constructed under a single prime contract.
1.4 ACCESS TO SITE
A. General: Contractor shall have full use of portions of the Project site for construction operations during construction period submittal submitted for review prior to start of construction. Contractor's use of designated and approved portions of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.
1.5 COORDINATION WITH OCCUPANTS
1.6 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.
SUMMARY 011000 - 2
1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction.
2. Comply with noise ordinances of the authorities having jurisdiction.
B. On-Site Work Hours: Limit work to normal business working hours of 7am a.m. to 5pm p.m., Monday through Friday, unless otherwise allowed by BSD and the authority having jurisdiction.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
1. Obtain Owner's written permission before proceeding with utility interruptions.
D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.
1. Notify Owner not less than two days in advance of proposed disruptive operations.
2. Obtain Owner's written permission before proceeding with disruptive operations.
E. Controlled Substances: Use of tobacco products, E-cigarettes/vape devices and other controlled substances on the Project site is not permitted.
1.7 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.
These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
C. Drawing Coordination: Requirements for materials and products identified on the Drawings are described in detail in the Specifications. One or more of the following are used on the Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.
3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.
SUMMARY 011000 - 3
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
SUBSTITUTION PROCEDURES 012500 - 1
1.1 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
1.2 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.
1.3 SUBMITTALS
A. Substitution Requests: Submit three copies of each request for consideration. Architect to forward any substitution to BSD representative for approval prior to acceptance by the Architect.
1. Substitution Request Form: Use CSI Substitution Request Form 1.5C provided at the end of this section.
2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.
b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable specification section.
Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.
h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.
j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided
SUBSTITUTION PROCEDURES 012500 - 2
within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the Contract Sum.
l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.
m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
PART 2 - PRODUCTS
2.1 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than 15 fifteen days prior to time required for preparation and review of related submittals.
1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied:
a. Requested substitution has been approved by the Owner.
b. Requested substitution is consistent with the Contract Documents and will produce indicated results.
c. Requested substitution will not adversely affect Contractor's construction schedule.
d. Requested substitution has received necessary approvals of authorities having jurisdiction.
e. Requested substitution is compatible with other portions of the Work.
f. Requested substitution has been coordinated with other portions of the Work.
g. Requested substitution provides specified warranty.
h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Not allowed.
PROJECT MANAGEMENT DATABASE (E-BUILDER) 013123 - 1
SECTION 013123 - PROJECT MANAGEMENT DATABASE (e-BUILDER)
1.1 SUMMARY
A. Project Management Communications: The Owner, Contractor and Architect shall use the Internet web based project Management communications tool, E-Builder ASP software and protocols included in that software during this project. The use of project management communications as herein described does not replace or change any contractual responsibilities of the participants.
B. Purpose: The intent of using e-Builder is to improve project work efforts by promoting timely initial communications and responses and to reduce the number of paper documents while providing improved record keeping by creation of electronic document files.
1.2 General Requirements:
A. Project management communications is available through e- -in the form and manner required by the Owner.
B. The project communications database is on-line and fully functional. User registration, electronic and computer equipment,, and internet connections are the responsibility of each project participant. The sharing of user accounts is prohibited.
C. Support: e-Builder will provide on-going support through on-training documents uploaded to the project folder.
D. Authorized Users: Access to the web site will be by individuals who are licensed users as required by the Owner.
E.
for the following members of the project team.
1.
2.
3.
1.3 SYSTEM REQUIREMENTS:
A. System Configuration:
1. As needed for satisfactory use and navigation on E-Builder and for efficient documentation, preparation and dissemination of project information needed for appropriate management and project team collaboration and construction of the project.
B. Operating System and software configuration:
PROJECT MANAGEMENT DATABASE (E-BUILDER) 013123 - 2
1. -does not convey any rights or licensure for use of any software, hardware or internet service provider.
2. Software Configuration:
a. As needed for satisfactory use and navigation of E-Builder and for efficient documentation, preparation and dissemination of project information need for appropriate management and project team collaboration and construction of the project.
1.4 SYSTEM ACCESS
A. Minimum Equipment and Internet Connection: In addition to other requirements specified in this Section, the Contractor shall be responsible for providing suitable computer systems for
-speed Internet access, i.e. DSL, (or higher) connection.
B. Authorized users will be contacted directly by the web site provider, e-Builder, who will assign the temporary user password.
C. Individuals shall be responsible for the proper use of their passwords and access to data as agents of the company in which they are employed.
1.5 SYSTEM USE
A.
CONFIDENTIAL ITEMS IN THE DATABASE!
B. Improper or abusive language toward any party or repeated posting of items intended to deceive or disrupt the work of the project will not be tolerated and will result in deletion of the offensive items and revocation of user license at the sole discretion of the Administrative User(s). Costs incurred or associated with such issues shall be the financial responsibility of the party responsible for the transgression.
C. Communications: Communication for this project for the items listed below shall be solely through e-Builder:
1. RFI, Requests for Information.
2. Change Order Requests.
3.
4. All other communication shall be conducted in an industry standard manner.
5. Submittals, contracts, meeting minutes, and other project records.
6. Application for payments.
7. Project closeout.
D. Document Integrity and Revisions:
1. Documents, comments, drawings and other records posted to the system shall remain for the project record. The authorship time and date shall be recorded for each document
PROJECT MANAGEMENT DATABASE (E-BUILDER) 013123 - 3
submitted to the system. Submitting a new document or record with a unique ID, authorship, and time stamp shall be the method used to make modifications or corrections.
2. The system shall identify revised or superseded documents and their predecessors.
3. Server or Client side software enhancements during the life of the project shall not alter or restrict the content of data published by the system. System upgrades shall not affect access to older documents or software.
E. Document security: The system shall provide a method for communications of documents.
Documents shall allow security group assignment to respect the contractual parties communication except for Administrative Users.
F. Document Integration: Documents of various types shall be logically related to one another and discoverable,.
G. Notifications and Distribution: Document distribution to project members shall be accomplished both within the extranet system and via email as appropriate. Project document distribution to parties outside of the project communication system shall be accomplished by secure email of outgoing documents and attachments readable by a standard email client.
H. Ownership of Documents and Information: All documents, files or other information posted on the system shall become the property of the Owner.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:
1. Contractor's Construction Schedule.
2. Construction schedule updating reports.
3. Daily construction reports.
4. Site condition reports.
1.2 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.
1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.
C. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.
D. Event: The starting or ending point of an activity.
E. Float: The measure of leeway in starting and completing an activity.
1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.
2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.
3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2
1.3 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:
1. Working electronic copy of schedule file.
2. PDF file.
3. Hard copy of sufficient size to display entire period or schedule, as required.
B. Startup Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities.
C. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.
1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.
D. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.
1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known.
2. Logic Report: List of preceding and succeeding activities for each activity, sorted in ascending order by activity number and then by early start date, or actual start date if known.
3. Total Float Report: List of activities sorted in ascending order of total float.
E. Construction Schedule Updating Reports: Submit with Applications for Payment.
F. Daily Construction Reports: Submit at weekly intervals.
G. Site Condition Reports: Submit at time of discovery of differing conditions.
1.4 COORDINATION
A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.
1. Secure time commitments for performing critical elements of the Work from entities involved.
2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3
1.5 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.
1. Use Scheduling component of Project management software package specified in Section 013123 "Project Management Database (e-Builder)" for current Windows operating system.
B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion.
1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.
C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Architect.
2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.
3. Submittal Review Time: Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.
4. Startup and Testing Time: Include no fewer than 15 days for startup and testing.
5. Commissioning Time: Include no fewer than 15 days for commissioning.
6. Substantial Completion: Indicate completion in advance of date established for
Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion.
7. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion.
D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.
1. Owner-Furnished Products: Include a separate activity for each product. Include delivery date indicated in Section 011000 "Summary." Delivery dates indicated stipulate the earliest possible delivery date.
2. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
c. Uninterruptible services.
d. Partial occupancy before Substantial Completion.
e. Use-of-premises restrictions.
f. Provisions for future construction.
g. Seasonal variations.
h. Environmental control.
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4
E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion, and the following interim milestones:
1. Temporary enclosure and space conditioning.
F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:
1. Unresolved issues.
2. Unanswered Requests for Information.
3. Rejected or unreturned submittals.
4. Notations on returned submittals.
5. Pending modifications affecting the Work and the Contract Time.
G. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.
1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.
2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate final completion percentage for each activity.
H. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.
I. Distribution: Distribute copies of approved schedule to Architect Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.
1.6 GANTT-CHART SCHEDULE REQUIREMENTS
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for the Notice to Proceed.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 5
1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.
1.7 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Approximate count of personnel at Project site.
4. Equipment at Project site.
5. Material deliveries.
6. High and low temperatures and general weather conditions, including presence of rain or snow.
7. Testing and inspection.
8. Accidents.
9. Meetings and significant decisions.
10. Stoppages, delays, shortages, and losses.
11. Meter readings and similar recordings.
12. Emergency procedures.
13. Orders and requests of authorities having jurisdiction.
14. Change Orders received and implemented.
15. Construction Change Directives received and implemented.
16. Services connected and disconnected.
17. Equipment or system tests and startups.
18. Partial completions and occupancies.
19. Substantial Completions authorized.
B. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 013200
SUBMITTAL PROCEDURES 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Submittal schedule requirements.
2. Administrative and procedural requirements for submittals.
1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."
B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."
1.3 SUBMITTAL SCHEDULE
A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections.
1.4 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:
1. Project name.
2. Date.
3. Name of Architect.
4. Name of Contractor.
5. Name of firm or entity that prepared submittal.
6. Names of subcontractor, manufacturer, and supplier.
7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.
8. Category and type of submittal.
SUBMITTAL PROCEDURES 013300 - 2
9. Submittal purpose and description.
10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.
11. Drawing number and detail references, as appropriate.
12. Indication of full or partial submittal.
13. Location(s) where product is to be installed, as appropriate.
14. Other necessary identification.
15. Remarks.
16. Signature of transmitter.
B. Options: Identify options requiring selection by Architect.
C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.
D. Paper Submittals:
1. Place a permanent label or title block on each submittal item for identification; include name of firm or entity that prepared submittal.
2. Provide a space approximately 6 by 8 inches (150 by 200 mm) on label or beside title block to record Contractor's review and approval markings and action taken by Architect.
3. Action Submittals: Submit three paper copies of each submittal unless otherwise indicated. Architect will return two copies.
4. Informational Submittals: Submit two paper copies of each submittal unless otherwise indicated. Architect will not return copies.
5. Transmittal for Submittals: Assemble each submittal individually and appropriately for transmittal and handling.
E. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.
F. Submittals for Utilizing Web-Based Project Management Software: Prepare submittals as PDF files, or other format indicated by Project management software.
1.5 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.
1. Email: Prepare submittals as PDF package, and transmit to Architect by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Architect.
2. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project management software website. Enter required data in web-based software site to fully identify submittal.
3. Paper: Prepare submittals in paper form, and deliver to Architect.
SUBMITTAL PROCEDURES 013300 - 3
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.
Time for review shall commence on Architect's and Construction Manager's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect advise Contractor when a submittal being processed must be delayed for coordination.
2. Resubmittal Review: Allow 15 days for review of each resubmittal.
D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.
1.6 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards.
e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
SUBMITTAL PROCEDURES 013300 - 4
a. Wiring diagrams that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop
Drawings.
5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.
B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement.
f. Relationship and attachment to adjoining construction clearly indicated.
g. Seal and signature of professional engineer if specified.
2. Paper Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm), but no larger than 24 by 36 inches (750 by 1067 mm).
a. Three opaque copies of each submittal. Architect will retain two copies; remainder will be returned.
C. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other materials.
1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.
2. Identification: Permanently attach label on unexposed side of Samples that includes the following:
a. Project name and submittal number.
b. Generic description of Sample.
c. Product name and name of manufacturer.
d. Sample source.
e. Number and title of applicable Specification Section.
f. Specification paragraph number and generic name of each item.
3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record.
4. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.
5. Paper Transmittal: Include paper transmittal including complete submittal information indicated.
SUBMITTAL PROCEDURES 013300 - 5
6. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.
a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.
7. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.
a. Number of Samples: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect, through Construction Manager, will return submittal with options selected.
8. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
a. Number of Samples: Submit three sets of Samples. Architect and Construction Manager will retain two Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a project record Sample.
1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.
D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:
E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.
F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.
SUBMITTAL PROCEDURES 013300 - 6
G. Certificates:
1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.
2. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents.
Include evidence of manufacturing experience where required.
4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.
5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.
6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
H. Test and Research Reports:
1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for substrate preparation and primers required.
2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.
3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.
5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:
a. Name of evaluation organization.
b. Date of evaluation.
c. Time period when report is in effect.
d. Product and manufacturers' names.
e. Description of product.
SUBMITTAL PROCEDURES 013300 - 7
f. Test procedures and results.
g. Limitations of use.
1.7 DELEGATED-DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Architect.
B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.
1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.
1.8 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.
Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.
B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp and indication in web-based Project management software. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.
1. Architect will not review submittals received from Contractor that do not have Contractor's review and approval.
1.9 ARCHITECT'S REVIEW
A. Action Submittals: Architect will review each submittal, indicate corrections or revisions required, and return it.
1. PDF Submittals: Architect will indicate, via markup on each submittal, the appropriate action.
2. Paper Submittals: Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action.
SUBMITTAL PROCEDURES 013300 - 8
3. Submittals by Web-Based Project Management Software: Architect will indicate, on Project management software website, the appropriate action.
B. Informational Submittals: Architect will review each submittal and will not return it or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party.
C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect.
D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.
E. Architect will return without review submittals received from sources other than Contractor.
F. Submittals not required by the Contract Documents will be returned by Architect without action.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 013300
QUALITY REQUIREMENTS 014000 - 1
SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for quality assurance and quality control.
B. Testing and inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.
1. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and quality-control procedures that facilitate compliance with the Contract Document requirements.
2. Requirements for Contractor to provide quality-assurance and quality-control services required by Architect, Owner or authorities having jurisdiction are not limited by provisions of this Section.
1.2 DEFINITIONS
A. Experienced: When used with an entity or individual, "experienced" unless otherwise further described means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.
B. Field Quality-Control Tests and Inspections: Tests and inspections that are performed on-site for installation of the Work and for completed Work.
C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations.
1. Use of trade-specific terminology in referring to a Work result does not require that certain construction activities specified apply exclusively to specific trade(s).
D. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria. Unless otherwise indicated, copies of reports of tests or inspections performed for other than the Project do not meet this definition.
E. Product Tests: Tests and inspections that are performed by a nationally recognized testing laboratory (NRTL) according to 29 CFR 1910.7, by a testing agency accredited according to NIST's…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .