MWA Rocky Creek WRF Maint_ Bldg_ Replace Roof.pdf
PDF 229 KB Posted
- Solicitation number
- PE-33561-NONST-2026-000000060
- Issued by
- Bibb County, Georgia
About this file
This is an Invitation to Bid document issued by the Macon Water Authority in Macon, Georgia, for the Rocky Creek Water Reclamation Facility Maintenance Building roof replacement project. The project consists of removing the existing single-ply membrane recover, aggregate-surfaced built-up roof, and lightweight concrete down to the precast double-T concrete deck, then installing a new fully adhered 60-mil PVC roof membrane system over a vapor retarder, tapered insulation, and cover board, along with new wood nailers, sheet metal flashing, and coping. Sealed bids must be received by 2:00 p.m. local time on May 12, 2026, at the Macon Water Authority office, 537 Hemlock Street, Macon, Georgia 31201. All bidders are required to attend a mandatory pre-bid meeting on April 28, 2026, at 10:30 a.m. at 5007 Old Gaul City Road, Macon, Georgia 31206. Bid questions must be submitted by 10:00 a.m. on May 5, 2026. The project will be awarded as a single lump-sum contract based on base bid.
Each bid must be accompanied by a Bid Bond equal to 10 percent of the bid amount from a surety company licensed in Georgia and listed in the U.S. Treasury Circular 570. The successful bidder must furnish Performance and Payment Bonds, each equal to 100 percent of the contract price. Bidders must comply with Disadvantaged Business Enterprise participation requirements and are encouraged to include local, minority-owned, women-owned, and disadvantaged business subcontractors. Contract Documents may be obtained from the office of the engineer, Michael E. Clark and Associates, upon payment of a non-refundable $150.00 per set. No partial document sets are issued, and bidders must purchase documents to be eligible to submit a bid. The Owner reserves the right to reject any or all bids and to waive informalities and technicalities. The Macon Water Authority will provide a 20-year manufacturer's warranty on the roofing system and a 2-year installer's warranty upon substantial completion.
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Rev. 1/24 2/16/2026 Rocky Creek WRF Maint. Bldg. Replace Roof
SECTION 00020
INVITATION TO BID
THE MACON WATER AUTHORITY
MACON, GEORGIA
Sealed Bids for furnishing all materials, labor, tools, equipment and appurtenances necessary for the installation of ROCKY CREEK WRF MAINTENANCE BUILDING REPLACE ROOF (the “Project”) will be received by the Macon Water Authority (the “Owner”), at the Macon Water Authority, 537 Hemlock Street, Dorothy Black Training Room, Macon, Georgia 31201 until 2:00 P.
M., local time, May 12th, 2026, and then at said office publicly opened and read aloud. All bidders must attend a mandatory pre-bid meeting at 5007 Old Gaul City Rd., Macon Ga., 31206, at 10:30 A.M. on April 28th, 2026. All bid questions must be submitted to the Owner by 10:00 A.M. on May 5th, 2026. The Bidder shall attend the pre-bid meeting in its entirety.
The Project consists of roof removal and replacement on the Maintenance Building at Rocky Creek Water Reclamation Facility. The existing roof consist of a single ply recover over an aggregate surfaced built-up-roof (BUR) over lightweight concrete (LWC) which is over a precast double T concrete deck. The existing roofs and LWC will be removed down to the existing concrete deck. A new fully adhered 60 mil PVC roof membrane is to be installed over a cover board, ¼” tapered insulation system, which is to be adhered over a vapor retarder which is to be installed over the concrete deck. All new wood nailers, sheet metal flashing, and coping are to be installed.
The Project will be awarded in one Contract. The Project will be awarded by base bid on a lump sum basis for the performance and completion of all Work required by the Contract Documents.
The Contract Documents include, but may not be limited to, the Instructions to Bidders, the Contract Agreement, the General Conditions, the Drawings, the Specifications (Divisions 01 through 46, inclusive, where applicable), and the forms of Bid Bond, Performance Bond, and Payment Bond. These and any other Contract Documents may be examined at the following location:
Engineering Department Macon Water Authority
537 Hemlock Street Macon, GA 31201
Copies of Contract Documents may be obtained from the office of the Engineer, Michael E. Clark and Associates, upon a non-refundable payment of $150.00 for each set. A street address must be provided to ensure prompt delivery. No partial sets of bidding documents shall be issued. Bidders must purchase the Contract Documents in order to be eligible to submit a bid. Bid documents on the MWA website are for informational purposes only.
Each Bid must be accompanied by a Bid Bond in the amount of 10% of the Bid, prepared on the form of Bid Bond that is part of the Contract Documents, duly executed by the Bidder as principal and having as surety thereon a surety company licensed to do business in the State of Georgia and listed in the latest issue of U.S. Treasury Circular 570.
00020-2 Invitation to Bid
Rev. 12/24 2/16/2026 Rocky Creek WRF Maint. Bldg. Replace Roof
Bidders must comply with the Disadvantaged Business Enterprise Participation Requirements specified in the Instructions to Bidders.
The successful Bidder for this Project shall be required to furnish a Performance Bond and Payment Bond, satisfactory to the Owner, each in the amount of 100 % of the Contract Price.
Employment of Local Businesses and Contractors: It is the desire of the Owner that local businesses--including disadvantaged, minority, and women enterprise subcontractors-- be given the opportunity to participate on the various parts of the Work.
The Owner’s encouragement of participation of disadvantaged, minority, and women enterprises and of locally owned businesses and contractors is not intended to restrict or limit competitive bidding or to increase the cost of the Work. The Owner supports a healthy, free market system that seeks to include responsible local businesses and provide ample opportunities for local business growth and development.
In an effort to assist minority-owned businesses, Georgia law permits an income tax adjustment on the state tax return of any company that subcontracts with a certified minority-owned firm to furnish goods, property or services to the State of Georgia pursuant to O.C.G.A. §48-7-38. Suppliers should consult with their tax advisors to find out how to take advantage of these tax credits.
The Owner reserves the right to reject any or all Bids. The Owner reserves the right to waive informalities and technicalities.
The Macon Water Authority Michel Wanna
Interim Executive Director & President
END OF SECTION
| MWA Rocky Creek WRF Maint. Bldg. Replace Roof Front Ends |
| 00001 Cover Page.12.24(4605269.1) - MMM review |
| 00020-Invitation to Bid.12.24(Use of Engineer Fi(4605273.1) - MMM review |
| SECTION 00020 |
| 00100-Instructions to Bidders.12.24(4605274.1) - MMM review (GGG 2026 changes) |
| SECTION 00100 |
| 00210-Federal Employment Affidavits.12.24(4605275.1) - MMM review |
| 00300-Bid.12.24(4605276.1) - MMM review09.10.2025Edit (GGG 2026 changes) |
| SECTION 00300 |
| BID |
| 00410-Bid Bond.12.24(4605277.1) - MMM review |
| SECTION 00410 |
| 00420.1-Statement Of Bidder's Qualifications.12.24(4605278.1) - MMM review |
| SECTION 00420.1 |
| 00421-Statement of Equipment.12.24(4605279.1) - MMM review |
| 00422-Corporate Certificate.12.24(4605280.1) - MMM review |
| SECTION 00422 |
| 00423-Disadvantaged Firm Use.12.24(4605281.1) - MMM review |
| 00425-Contractor License Certification.12.24(4605256.1) - MMM review |
| 00430-Contractor Certification of Authority.12.24(4605257.1) - MMM review |
| 00480-NonColl Aff.12.24(4605258.1) - MMM review |
| SECTION 00480 |
| 00500-Contract Agreement.12.24(4605259.1) - MMM review (GGG 2026 changes) |
| 200 SECTION 00500 |
| 00550-PreAward Oath.12.24(4605260.1) - MMM review |
| 00600-Performance Bond.12.24(4605261.1) - MMM review |
| SECTION 00600 |
| 00601 Blank Page_Surety Location.12.24(4605262.1) - MMM review |
| 00610-Payment Bond.12.24(4605263.1) - MMM review |
| SECTION 00610 |
| 00611 Blank Page_Surety Location.12.24(4605264.1) - MMM review |
| 00700-General Conditions. Rev 12.24(4605265.1) - GGG Tariff revision (GGG 2026 changes) |
| SECTION 00700 |
| 00800-Supplementary Conditions.12.24(4605294.1) - MMM and EH edits |
| SECTION 00800 |
| 00810-Pay Estimate Form.10.24 |
| Macon Water Authority |
| 00015-Index.12.24(4605271.1) - MMM review.pdf |
| INDEX |
| 00420.2-Statement Of Roofing Subcontractor's Qualifications.12.24(4605278.1) - MMM review.pdf |
| SECTION 00420.2 |
| MWA Rocky Creek WRF Main. Bldg. Roof Replace Tech Specs |
| 011000 FL - Summary |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1. Project information. |
| 2. Work covered by Contract Documents. |
| 3. Access to site. |
| 4. Work restrictions. |
| B. Related Requirements: |
| 1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. |
| 1.3 PROJECT INFORMATION |
| A. Project Identification: Rocky Creek WRF Maintenance Building Replace Roof. |
| 1. Project Location: Rocky Creek Water Reclamation Facility, |
| 5007 Old Gaul City Rd, Macon Ga. 31206. |
| B. Owner: Macon Water Authority, 790 Second Street, Macon, Georgia 31201. |
| 1. Owner's Representative: Mr. Michel Wanna; Interim Executive Director & President. |
C. Architect: Michael E. Clark & Associates: 478-471-6661.
| 1.4 WORK COVERED BY CONTRACT DOCUMENTS |
| A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following: |
| 1. Remove existing roof systems and LWC down to the existing pre-cast concrete deck at the Maintenance building. Prepare concrete deck, install new vapor retarder, new fully adhered ¼" per foot tapered insulation system with ½" coverboard and fully ad... |
| B. Type of Contract: |
| 1. Project will be constructed under a single prime contract. |
| 1.5 ACCESS TO SITE |
| A. General: Contractor shall have partial use of Project site for construction operations during construction period. |
| B. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations. |
| C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations. |
| 1.6 WORK RESTRICTIONS |
| A. Work Restrictions, General: Comply with restrictions on construction operations. |
| 1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction. |
| B. On-Site Work Hours: Limit work to between 7:30 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated. |
| C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner. |
| D. Noise, Vibration, Dust, and Odors: Coordinate operations that may result in high levels of noise and vibration, dust, 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. Smoking and Controlled Substance Restrictions: Use of tobacco products and other controlled substances within the existing building and on Project site is not permitted. |
| F. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times. |
| G. Employee Screening: Comply with Owner's requirements for drug and background screening of Contractor personnel working on Project site. |
| 1. Maintain list of approved screened personnel with Owner's representative. |
| PART 2 - PRODUCTS (Not Used) |
| PART 3 - EXECUTION (Not Used) |
| 012100 FL - Allowances |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. Section includes administrative and procedural requirements governing allowances. |
| B. Types of allowances include the following: |
| 1. Contingency allowances. |
| C. Related Requirements: |
| 1. Section 012600 "Contract Modification Procedures" for procedures for submitting and handling Change Orders. |
| 1.3 DEFINITIONS |
| A. Allowance: A quantity of work or dollar amount included in the Contract, established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If nec... |
| 1.4 ACTION SUBMITTALS |
| A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders. |
| 1.5 INFORMATIONAL SUBMITTALS |
| A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance. |
| B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance. |
| C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work. |
| 1.6 CONTINGENCY ALLOWANCES |
| A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance. |
| B. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit. |
| C. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order. |
| PART 2 - PRODUCTS (Not Used) |
| PART 3 - EXECUTION |
| 3.1 EXAMINATION |
| A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement. |
| 3.2 PREPARATION |
| A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work. |
| 3.3 SCHEDULE OF ALLOWANCES |
| A. Allowance No. 1: Contingency Allowance: Include a contingency allowance of $5,000.00 for use according to Owner's/Engineers written instructions. |
| 012300 FL - Alternates |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. Section includes administrative and procedural requirements for alternates. |
| 1.3 DEFINITIONS |
| A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the a... |
| 1. Alternates described in this Section are part of the Work only if enumerated in the Agreement. |
| 2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum. |
| 1.4 PROCEDURES |
| A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. |
| 1. Include, as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation, whether or not indicated as part of alternate. |
| B. Execute accepted alternates under the same conditions as other Work of the Contract. |
| C. Schedule: A Part 3 "Schedule of Alternates" Article is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. |
| PART 2 - PRODUCTS (Not Used) |
| PART 3 - EXECUTION |
| 3.1 SCHEDULE OF ALTERNATES |
| A. Alternate No. 1: Remove conduit from LWC and install below precast concrete deck. |
| 1. Alternate: Remove existing conduit running to roof top equipment from above the roof deck. Reinstall all new conduit and electrical service below the concrete deck and reconnect to existing roof top equipment. Perform this work to allow for the lea... |
| 013200 FL - Construction Progress Documentation |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. |
| 1.2 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. Material location reports. |
| 5. Site condition reports. |
| 6. Unusual event reports. |
| 1.3 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. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum. |
| C. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Format for Submittals: Submit required submittals in the following format: |
| 1. Working electronic copy of schedule file. |
| 2. PDF file. |
| 3. Two paper copies, of sufficient size to display entire period or schedule, as required. |
| B. 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. |
| C. Construction Schedule Updating Reports: Submit with Applications for Payment. |
| D. Daily Construction Reports: Submit at weekly intervals. |
| E. Material Location Reports: Submit at weekly intervals. |
| F. Site Condition Reports: Submit at time of discovery of differing conditions. |
| G. Unusual Event Reports: Submit at time of unusual event. |
| 1.5 COORDINATION |
| A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontractors, 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. |
| 1.6 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL |
| A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules. |
| B. Time Frame: Extend schedule from date established for the Notice of Award 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. 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. |
| 2. 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. |
| 3. Punch List and Final Completion: Include not more than 7 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. Products Ordered in Advance: Include a separate activity for each product. |
| 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. Use-of-premises restrictions. |
| e. Seasonal variations. |
| f. Environmental control. |
| 3. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following: |
| a. Subcontract awards. |
| b. Submittals. |
| c. Purchases. |
| d. Fabrication. |
| e. Deliveries. |
| f. Installation. |
| g. Inspections. |
| 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. |
| 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. In... |
| 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 cons... |
| 1.7 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 of Award. |
| B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. |
| 1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar. |
| 1.8 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. Approximate count of personnel at Project site. |
| 3. Equipment at Project site. |
| 4. Material deliveries. |
| 5. High and low temperatures and general weather conditions, including presence of rain or snow. |
| 6. Testing and inspection. |
| 7. Accidents. |
| 8. Meetings and significant decisions. |
| 9. Unusual events. |
| 10. Allowance usage with photo documentation with measurements. |
| 11. Stoppages, delays, shortages, and losses. |
| 12. Emergency procedures. |
| 13. Change Orders received and implemented. |
| 14. Construction Work Change Directives received and implemented. |
| 15. Substantial Completions authorized. |
| B. Material Location Reports: At weekly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include wit... |
| 1. Material stored prior to previous report and remaining in storage. |
| 2. Material stored prior to previous report and since removed from storage and installed. |
| 3. Material stored following previous report and remaining in storage. |
| C. 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 condit... |
| D. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor... |
| 1. Submit unusual event reports directly to Owner within one day of an occurrence. Distribute copies of report to parties affected by the occurrence. |
| PART 2 - PRODUCTS (Not Used) |
| PART 3 - EXECUTION (Not Used) |
| 013300 FL - Submittal Procedures |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1. Submittal schedule requirements. |
| 2. Administrative and procedural requirements for submittals. |
| B. Related Requirements: |
| 1. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule. |
| 2. Section 017700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals. |
| 3. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data. |
| 1.3 DEFINITIONS |
| A. Action Submittals: Written and graphic information and physical samples that require A/E’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 A/E’s responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in i... |
| 1.4 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 establis... |
| 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. |
| 2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early becaus... |
| 3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. |
| a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. |
| 4. Format: Arrange the following information in a tabular format: |
| a. Scheduled date for first submittal. |
| b. Specification Section number and title. |
| c. Submittal Category: Action; informational. |
| d. Name of subcontractor. |
| e. Description of the Work covered. |
| f. Scheduled date for Architect's final release or approval. |
| 1.5 SUBMITTAL FORMATS |
| A. Submittal Information: Include the following information in each submittal: |
| 1. Project name. |
| 2. Date. |
| 3. Name of A/E. |
| 4. Name of Contractor. |
| 5. Names of subcontractor, manufacturer, and supplier. |
| 6. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals. |
| 7. Category and type of submittal. |
| 8. Submittal purpose and description. |
| 9. Number and title of Specification Section, with paragraph number and generic name for each of multiple items. |
| 10. Indication of full or partial submittal. |
| 11. Other necessary identification. |
| 12. Remarks. |
| 13. 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 r... |
| D. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number. |
| 1.6 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 A/E by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Architect. |
| a. A/E will return annotated file. Annotate and retain one copy of the file as a digital Project Record Document file. |
| B. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on A/E’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submitt... |
| 1. Initial Review: Allow 10 business days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordin... |
| 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. |
| 3. Resubmittal Review: Allow 10 business days for review of each resubmittal. |
| 4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 15 business days for initial review of each submittal. |
| C. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. |
| 1. Note date and content of previous submittal. |
| 2. Note date and content of revision in label or title block and clearly indicate extent of revision. |
| 3. Resubmit submittals until they are marked with approval notation from Architect's action stamp. |
| D. 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 transmi... |
| E. 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. |
| 1.7 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. 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. |
| C. 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 A/E and owners, and other information spec... |
| D. 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 ap... |
| E. 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... |
| 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. |
| F. 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 recommendation... |
| 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 Docu... |
| 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 requiremen... |
| 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 t... |
| 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 ... |
| B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for co... |
| 1. A/E will not review submittals received from Contractor that do not have Contractor's review and approval. |
| 1.9 ARCHITECT'S REVIEW |
| A. Action Submittals: A/E will review each submittal, indicate corrections or revisions required, and return it. |
| B. Informational Submittals: A/E will review each submittal or will return it if it does not comply with requirements. A/E 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. A/E will return without review submittals received from sources other than Contractor. |
| PART 2 - PRODUCTS (Not Used) |
| PART 3 - EXECUTION (Not Used) |
| 014200 FL - References |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. |
| 1.2 DEFINITIONS |
| A. General: Basic Contract definitions are included in the Conditions of the Contract. |
| B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. |
| C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." |
| D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indica... |
| E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. |
| F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. |
| G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean, and similar operations at Project site. |
| H. "Provide": Furnish and install, complete and ready for the intended use. |
| I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. |
| 1.3 INDUSTRY STANDARDS |
| A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent refere... |
| B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. |
| 1.4 ABBREVIATIONS AND ACRONYMS |
| A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.... |
| 1. AABC - Associated Air Balance Council; www.aabc.com. |
| 2. AAMA - American Architectural Manufacturers Association; www.aamanet.org. |
| 3. AAPFCO - Association of American Plant Food Control Officials; www.aapfco.org. |
| 4. AASHTO - American Association of State Highway and Transportation Officials; www.transportation.org. |
| 5. AATCC - American Association of Textile Chemists and Colorists; www.aatcc.org. |
| 6. ABMA - American Bearing Manufacturers Association; www.americanbearings.org. |
| 7. ABMA - American Boiler Manufacturers Association; www.abma.com. |
| 8. ACI - American Concrete Institute; (Formerly: ACI International); www.concrete.org. |
| 9. ACPA - American Concrete Pipe Association; www.concrete-pipe.org. |
| 10. AEIC - Association of Edison Illuminating Companies, Inc. (The); www.aeic.org. |
| 11. AF&PA - American Forest & Paper Association; www.afandpa.org. |
| 12. AGA - American Gas Association; www.aga.org. |
| 13. AHAM - Association of Home Appliance Manufacturers; www.aham.org. |
| 14. AHRI - Air-Conditioning, Heating, and Refrigeration Institute (The); www.ahrinet.org. |
| 15. AI - Asphalt Institute; www.asphaltinstitute.org. |
| 16. AIA - American Institute of Architects (The); www.aia.org. |
| 17. AISC - American Institute of Steel Construction; www.aisc.org. |
| 18. AISI - American Iron and Steel Institute; www.steel.org. |
| 19. AITC - American Institute of Timber Construction; www.aitc-glulam.org. |
| 20. AMCA - Air Movement and Control Association International, Inc.; www.amca.org. |
| 21. ANSI - American National Standards Institute; www.ansi.org. |
| 22. AOSA - Association of Official Seed Analysts, Inc.; www.aosaseed.com. |
| 23. APA - APA - The Engineered Wood Association; www.apawood.org. |
| 24. APA - Architectural Precast Association; www.archprecast.org. |
| 25. API - American Petroleum Institute; www.api.org. |
| 26. ARI - Air-Conditioning & Refrigeration Institute; (See AHRI). |
| 27. ARI - American Refrigeration Institute; (See AHRI). |
| 28. ARMA - Asphalt Roofing Manufacturers Association; www.asphaltroofing.org. |
| 29. ASCE - American Society of Civil Engineers; www.asce.org. |
| 30. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See ASCE). |
| 31. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers; www.ashrae.org. |
| 32. ASME - ASME International; (American Society of Mechanical Engineers); www.asme.org. |
| 33. ASSE - American Society of Safety Engineers (The); www.asse.org. |
| 34. ASSE - American Society of Sanitary Engineering; www.asse-plumbing.org. |
| 35. ASTM - ASTM International; www.astm.org. |
| 36. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.org. |
| 37. AWEA - American Wind Energy Association; www.awea.org. |
| 38. AWI - Architectural Woodwork Institute; www.awinet.org. |
| 39. AWMAC - Architectural Woodwork Manufacturers Association of Canada; www.awmac.com. |
| 40. AWPA - American Wood Protection Association; www.awpa.com. |
| 41. AWS - American Welding Society; www.aws.org. |
| 42. AWWA - American Water Works Association; www.awwa.org. |
| 43. BHMA - Builders Hardware Manufacturers Association; www.buildershardware.com. |
| 44. BIA - Brick Industry Association (The); www.gobrick.com. |
| 45. BICSI - BICSI, Inc.; www.bicsi.org. |
| 46. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's Association); www.bifma.org. |
| 47. BISSC - Baking Industry Sanitation Standards Committee; www.bissc.org. |
| 48. BWF - Badminton World Federation; (Formerly: International Badminton Federation); www.bissc.org. |
| 49. CDA - Copper Development Association; www.copper.org. |
| 50. CE - Conformite Europeenne; http://ec.europa.eu/growth/single-market/ce-marking/. |
| 51. CEA - Canadian Electricity Association; www.electricity.ca. |
| 52. CEA - Consumer Electronics Association; www.ce.org. |
| 53. CFFA - Chemical Fabrics and Film Association, Inc.; www.chemicalfabricsandfilm.com. |
| 54. CFSEI - Cold-Formed Steel Engineers Institute; www.cfsei.org. |
| 55. CGA - Compressed Gas Association; www.cganet.com. |
| 56. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.org. |
| 57. CISCA - Ceilings & Interior Systems Construction Association; www.cisca.org. |
| 58. CISPI - Cast Iron Soil Pipe Institute; www.cispi.org. |
| 59. CLFMI - Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org. |
| 60. CPA - Composite Panel Association; www.pbmdf.com. |
| 61. CRI - Carpet and Rug Institute (The); www.carpet-rug.org. |
| 62. CRRC - Cool Roof Rating Council; www.coolroofs.org. |
| 63. CRSI - Concrete Reinforcing Steel Institute; www.crsi.org. |
| 64. CSA - CSA Group; www.csagroup.com. |
| 65. CSA - CSA International; www.csa-international.org. |
| 66. CSI - Construction Specifications Institute (The); www.csinet.org. |
| 67. CSSB - Cedar Shake & Shingle Bureau; www.cedarbureau.org. |
| 68. CTI - Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.cti.org. |
| 69. CWC - Composite Wood Council; (See CPA). |
| 70. DASMA - Door and Access Systems Manufacturers Association; www.dasma.com. |
| 71. DHI - Door and Hardware Institute; www.dhi.org. |
| 72. ECA - Electronic Components Association; (See ECIA). |
| 73. ECAMA - Electronic Components Assemblies & Materials Association; (See ECIA). |
| 74. ECIA - Electronic Components Industry Association; www.eciaonline.org. |
| 75. EIA - Electronic Industries Alliance; (See TIA). |
| 76. EIMA - EIFS Industry Members Association; www.eima.com. |
| 77. EJMA - Expansion Joint Manufacturers Association, Inc.; www.ejma.org. |
| 78. ESD - ESD Association; (Electrostatic Discharge Association); www.esda.org. |
| 79. ESTA - Entertainment Services and Technology Association; (See PLASA). |
| 80. ETL - Intertek (See Intertek); www.intertek.com. |
| 81. EVO - Efficiency Valuation Organization; www.evo-world.org. |
| 82. FCI - Fluid Controls Institute; www.fluidcontrolsinstitute.org. |
| 83. FIBA - Federation Internationale de Basketball; (The International Basketball Federation); www.fiba.com. |
| 84. FIVB - Federation Internationale de Volleyball; (The International Volleyball Federation); www.fivb.org. |
| 85. FM Approvals - FM Approvals LLC; www.fmglobal.com. |
| 86. FM Global - FM Global; (Formerly: FMG - FM Global); www.fmglobal.com. |
| 87. FRSA - Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.; www.floridaroof.com. |
| 88. FSA - Fluid Sealing Association; www.fluidsealing.com. |
| 89. FSC - Forest Stewardship Council U.S.; www.fscus.org. |
| 90. GA - Gypsum Association; www.gypsum.org. |
| 91. GANA - Glass Association of North America; www.glasswebsite.com. |
| 92. GS - Green Seal; www.greenseal.org. |
| 93. HI - Hydraulic Institute; www.pumps.org. |
| 94. HI/GAMA - Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI). |
| 95. HMMA - Hollow Metal Manufacturers Association; (See NAAMM). |
| 96. HPVA - Hardwood Plywood & Veneer Association; www.hpva.org. |
| 97. HPW - H. P. White Laboratory, Inc.; www.hpwhite.com. |
| 98. IAPSC - International Association of Professional Security Consultants; www.iapsc.org. |
| 99. IAS - International Accreditation Service; www.iasonline.org. |
| 100. ICBO - International Conference of Building Officials; (See ICC). |
| 101. ICC - International Code Council; www.iccsafe.org. |
| 102. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net. |
| 103. ICPA - International Cast Polymer Alliance; www.icpa-hq.org. |
| 104. ICRI - International Concrete Repair Institute, Inc.; www.icri.org. |
| 105. IEC - International Electrotechnical Commission; www.iec.ch. |
| 106. IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org. |
| 107. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of North America); www.ies.org. |
| 108. IESNA - Illuminating Engineering Society of North America; (See IES). |
| 109. IEST - Institute of Environmental Sciences and Technology; www.iest.org. |
| 110. IGMA - Insulating Glass Manufacturers Alliance; www.igmaonline.org. |
| 111. IGSHPA - International Ground Source Heat Pump Association; www.igshpa.okstate.edu. |
| 112. ILI - Indiana Limestone Institute of America, Inc.; www.iliai.com. |
| 113. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com. |
| 114. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society); www.isa.org. |
| 115. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA). |
| 116. ISFA - International Surface Fabricators Association; (Formerly: International Solid Surface Fabricators Association); www.isfanow.org. |
| 117. ISO - International Organization for Standardization; www.iso.org. |
| 118. ISSFA - International Solid Surface Fabricators Association; (See ISFA). |
| 119. ITU - International Telecommunication Union; www.itu.int/home. |
| 120. KCMA - Kitchen Cabinet Manufacturers Association; www.kcma.org. |
| 121. LMA - Laminating Materials Association; (See CPA). |
| 122. LPI - Lightning Protection Institute; www.lightning.org. |
| 123. MBMA - Metal Building Manufacturers Association; www.mbma.com. |
| 124. MCA - Metal Construction Association; www.metalconstruction.org. |
| 125. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org. |
| 126. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org. |
| 127. MHIA - Material Handling Industry of America; www.mhia.org. |
| 128. MIA - Marble Institute of America; www.marble-institute.com. |
| 129. MMPA - Moulding & Millwork Producers Association; www.wmmpa.com. |
| 130. MPI - Master Painters Institute; www.paintinfo.com. |
| 131. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; www.mss-hq.org. |
| 132. NAAMM - National Association of Architectural Metal Manufacturers; www.naamm.org. |
| 133. NACE - NACE International; (National Association of Corrosion Engineers International); www.nace.org. |
| 134. NADCA - National Air Duct Cleaners Association; www.nadca.com. |
| 135. NAIMA - North American Insulation Manufacturers Association; www.naima.org. |
| 136. NBGQA - National Building Granite Quarries Association, Inc.; www.nbgqa.com. |
| 137. NBI - New Buildings Institute; www.newbuildings.org. |
| 138. NCAA - National Collegiate Athletic Association (The); www.ncaa.org. |
| 139. NCMA - National Concrete Masonry Association; www.ncma.org. |
| 140. NEBB - National Environmental Balancing Bureau; www.nebb.org. |
| 141. NECA - National Electrical Contractors Association; www.necanet.org. |
| 142. NeLMA - Northeastern Lumber Manufacturers Association; www.nelma.org. |
| 143. NEMA - National Electrical Manufacturers Association; www.nema.org. |
| 144. NETA - InterNational Electrical Testing Association; www.netaworld.org. |
| 145. NFHS - National Federation of State High School Associations; www.nfhs.org. |
| 146. NFPA - National Fire Protection Association; www.nfpa.org. |
| 147. NFPA - NFPA International; (See NFPA). |
| 148. NFRC - National Fenestration Rating Council; www.nfrc.org. |
| 149. NHLA - National Hardwood Lumber Association; www.nhla.com. |
| 150. NLGA - National Lumber Grades Authority; www.nlga.org. |
| 151. NOFMA - National Oak Flooring Manufacturers Association; (See NWFA). |
| 152. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org. |
| 153. NRCA - National Roofing Contractors Association; www.nrca.net. |
| 154. NRMCA - National Ready Mixed Concrete Association; www.nrmca.org. |
| 155. NSF - NSF International; www.nsf.org. |
| 156. NSPE - National Society of Professional Engineers; www.nspe.org. |
| 157. NSSGA - National Stone, Sand & Gravel Association; www.nssga.org. |
| 158. NTMA - National Terrazzo & Mosaic Association, Inc. (The); www.ntma.com. |
| 159. NWFA - National Wood Flooring Association; www.nwfa.org. |
| 160. PCI - Precast/Prestressed Concrete Institute; www.pci.org. |
| 161. PDI - Plumbing & Drainage Institute; www.pdionline.org. |
| 162. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology Association); www.plasa.org. |
| 163. RCSC - Research Council on Structural Connections; www.boltcouncil.org. |
| 164. RFCI - Resilient Floor Covering Institute; www.rfci.com. |
| 165. RIS - Redwood Inspection Service; www.redwoodinspection.com. |
| 166. SAE - SAE International; www.sae.org. |
| 167. SCTE - Society of Cable Telecommunications Engineers; www.scte.org. |
| 168. SDI - Steel Deck Institute; www.sdi.org. |
| 169. SDI - Steel Door Institute; www.steeldoor.org. |
| 170. SEFA - Scientific Equipment and Furniture Association (The); www.sefalabs.com. |
| 171. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE). |
| 172. SIA - Security Industry Association; www.siaonline.org. |
| 173. SJI - Steel Joist Institute; www.steeljoist.org. |
| 174. SMA - Screen Manufacturers Association; www.smainfo.org. |
| 175. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; www.smacna.org. |
| 176. SMPTE - Society of Motion Picture and Television Engineers; www.smpte.org. |
| 177. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org. |
| 178. SPIB - Southern Pine Inspection Bureau; www.spib.org. |
| 179. SPRI - Single Ply Roofing Industry; www.spri.org. |
| 180. SRCC - Solar Rating & Certification Corporation; www.solar-rating.org. |
| 181. SSINA - Specialty Steel Industry of North America; www.ssina.com. |
| 182. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org. |
| 183. STI - Steel Tank Institute; www.steeltank.com. |
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