SECTION 01 57 13 PART1 GENERAL 1.1 SECTION INCLUDESbarcom.cc/wp-content/uploads/2017/06/fish-america-div-01-.pdf · Section 01 81 13 -SUSTAINABLE CONSTRUCTION REQUIREMENTS All work

SECTION 01 57 13

TEMPORARY EROSION AND SEDIMENT CONTROL

PART1 GENERAL

1.1 SECTION INCLUDES

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

D. Performance bond.

E. Compensation of Owner for fines levied by authorities having jurisdiction due to non-compliance by Contractor.

1.2 RELATED REQUIREMENTS

A. Related Documents: Drawings and general provisions of the Contract, including TPWD Uniform General Conditions and Section 01000 - "Special Conditions" apply to this Section.

B. Section 31 10 00 - Site Clearing: Limits on clearing ; disposition of vegetative clearing debris.

C. Section 31 22 00 - Grading: Temporary and permanent grade changes for erosion control.

D. Section 32 92 23 - Sodding: Permanent turf for erosion control.

E. Section 03 30 00 - Cast-in-Place Concrete: Concrete for temporary and permanent erosion control structures indicated on drawings.

1.3 REFERENCE STANDARDS

A. ASTM D4355/D4355M - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc Type Apparatus; 2014.

B. ASTM 04491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2014).

C. ASTM 04533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011.

D. ASTM D4632/D4632M - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2015a.

E. ASTM 04751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012.

100051538 122081 MDC Fish America Building Replacement

015713 - 1 TEMPORARY EROSION AND SEDIMENT CONTROL 100% Construction Specifications

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1.4

F.

G.

H.

A.

B.

ASTM 04873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009).

EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; Current Edition.

FHWA FLP-94-005 - Best Management Practices for Erosion and Sediment Control; 1995.

PERFORMANCE REQUIREMENTS

Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic inspection reports.

Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits.

C. Provide to Owner a Performance Bond covering erosion and sedimentation preventive measures only, in an amount equal to 100 percent of the cost of erosion and sedimentation control work.

D. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

E. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project. 1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in

excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less.

2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years .

F. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project. 1. Control movement of sediment and soil from temporary stockpiles of soil. 2. Prevent development of ruts due to equipment and vehicular traffic. 3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no

cost to Owner.

G. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project. 1. Prevent windblown soi l from leaving the project site. 2. Prevent tracking of mud onto public roads outside site. 3. Prevent mud and sediment from flowing onto sidewalks and pavements . 4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no

cost to Owner.

H. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers. 1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

100051538 01 57 13 - 2 TEMPORARY EROSION AND SEDIMENT CONTROL 122081 MDC Fish America Building Replacement

100% Construction Specifications Issued 04-28-17

I. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers. 1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction .

J. Open Water: Prevent standing water that could become stagnant.

K. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

1.5 SUBMITTALS

A. See Uniform General Conditions and General Supplementary Conditions.

B. Product Data: Product data for silt fence fabric attesting that fabric and factory seams comply with specified requirements , signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers.

PART 2 PRODUCTS

2.1 MA TE RIALS

A. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible ; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with

ASTM D4751. 2. Permittivity: 0.05 sec"-1, minimum, when tested in accordance with ASTM D4491 . 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength , when tested in

accordance with ASTM D4355/D4355M after 500 hours exposure. 4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction ; 124 lb-f, minimum, in

machine direction; when tested in accordance with ASTM D4632/D4632M. 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632/D4632M. 6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533. 7. Color: Manufacturer's standard , with embedment and fastener lines preprinted.

B. Silt Fence Posts: One of the following , minimum 5 feet long: 1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot. 2. Softwood , 4 by 4 inches in cross section. 3. Hardwood , 2 by 2 inches in cross section .

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.2 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.



Issued: 04-28-17

3.3 INSTALLATION

A. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3: 1 or barriers will be in place less than 6 months, use

nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground.

3. Where slope gradient is steeper than 3: 1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground.

4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground.

5. Install with top of fabric at nominal height and embedment as specified. 6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping

at least 18 inches, with extra post. 7. Fasten fabric to wood posts using one of the following:

a. Four nails per post with 3/4 inch diameter flat or button head, 1 inch long, and 14 gage, 0.083 inch shank diameter.

b. Five staples per post with at least 17 gage, 0.0453 inch wire, 3/4 inch crown width and 1/2 inch long legs.

8. Fasten fabric to steel posts using wire, nylon cord , or integral pockets. 9. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad

or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet.

3.4 MAINTENANCE

A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair deficiencies immediately.

C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other

causes.

D. Clean out temporary sediment control structures weekly and relocate soil on site.

E. Place sediment in appropriate locations on site; do not remove from site .

3.5 CLEAN UP

A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect.

B. Clean out temporary sediment control structures that are to remain as permanent measures.



Issued: 04-28-17

C. Where removal of temporary measures would leave exposed soil , shape surface to an acceptable grade and finish to match adjacent ground surfaces.


END OF SECTION

01 57 13 - 5 TEMPORARY EROSION AND SEDIMENT CONTROL 100% Construction Specifications

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SECTION 01 57 21

INDOOR AIR QUALITY

CONTROLS

PART 1 - GENERAL

1.1

1.2

1.3

A.

A.

B.

C.

SECTION INCLUDES

This section specifies the requirements for Construction procedures to promote adequate indoor air quality during and following construction completion.

RELATED REQUIREMENTS

Related Documents: Drawings and general provisions of the Contract, including the TPWD Uniform General Conditions and Section 01000 - "Special Conditions" apply to this Section.

Section 01 81 13 - SUSTAINABLE CONSTRUCTION REQUIREMENTS

All work shall comply with Division 23, the section on "Testing, Adjusting and Balancing."

SUBMITTALS

A. Sustainable Construction Submittals: Submit as required in accordance with procedures specified in Section 01 81 13.

B. Indoor Air Quality Management Plan: Describe in detail measures to be taken to promote adequate indoor air quality upon completion; use SMACNA 1072 "IAQ Guidelines for Occupied Buildings under Construction" as a guide.

1. Submit not less than 90 days prior to the enclosure of building(s) on site, defined as the erection of both envelop walls and roof structure excluding fenestration installation.

2. Identify potential sources of odor and dust.

3. Identify construction activities likely to produce odor or dust.

4. Identify areas of project potentially affected, especially occupied areas.

5. Evaluate potential problems by severity and describe methods of control.

6. Describe construction ventilation to be provided, including type and duration of ventilation, use of permanent HVAC systems, types of filters and schedule for replacement of filters.

7. Describe cleaning and dust control procedures.

8. Describe moisture intrusion and absorptive material contamination protection procedures.

100051538 01 57 21 - 1 INDOOR AIR QUALITY CONTROLS 100% Construction Documents

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PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 GENERAL

A. Comply with SMACNA's "SMACNA IAQ Guideline for Occupied Buildings under Construction."

1. Smoking to be prohibited inside the project building once any of the exterior walls are erected. This prohibition is to be effective before windows and fenestration are installed within the erected exterior walls.

2. If Owner authorizes use of permanent heating, cooling, and ventilating systems during construction period install filter media having a minimum MERV 8 rating according to ASHRAE 52.2 at each return-air inlet for the air-handling system used during construction. Inlets include exposed return air opening within HVAC equipment, exposed return air duct openings, and return air registers once installed at return air ducts.

3. Remove and temporary filters and replace all permanent air filters to match specified selections immediately prior to occupancy.

3.2 CONSTRUCTION PROCEDURES

A. Prevent the absorption of moisture and humidity by absorptive materials by:

1. Sequencing the delivery of such materials so that they are not present in the building until wet work is completed and dry.

2. Delivery and storage of such materials in fully sealed moisture-impermeable packaging.

1. Elevate materials off ground/building slab using skids, pallets or other methods.

2. Cover building openings with plastic or plywood prior to permanent window and door installations.

3. Provide sufficient ventilation for drying within reasonable time frame.

B. Do not store construction materials or waste in mechanical or electrical rooms.

C. Install gravel and/or temporary walk off mats at building entrances to reduce introduction of dirt and debris.

D. Segregate and protect clean construction materials from waste and potential contaminant sources.

E. Ductwork and equipment are to be covered in plastic or other packaging during staging and prior to installation.

F. During and following installation, all exposed ductwork openings are to be fully covered and secured with plastic, sheet metal, or other material suitable to prevent the intrusion of airborne dust whenever active construction work does not require exposure of any opening(s).


01 57 21 - 2 INDOOR AIR QUALITY CONTROLS 100% Construction Documents

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G. Temporary filter media is to be installed within equipment and over all return air intake openings prior to any HVAC equipment start-up. The temporary media shall have a minimum rating of MERV 8.

H. Prior to HVAC equipment start up, inspect and clean, as necessary.

1. Inspect duct intakes, return air grilles, and terminal units for dust.

2. Clean plenum spaces, including top sides of lay-in ceilings, outsides of ducts, tops of pipes and conduit.

3. Clean tops of doors and frames.

4. Clean mechanical and electrical rooms, including tops of pipes, ducts, and conduit, equipment, and supports.

5. Clean return plenums of air handling units.

6. Remove intake filters last, after cleaning is complete.

I. Mechanical ventilation may begin when building is substantially enclosed and temporary filters are installed.

J. Temporary filter media is to be maintained at return air openings (duct ends/grilles) until test and balance activities begin. Dust generating interior construction work, such as drywall sanding, dryfall paint applications and saw cutting or grinding of the concrete slab is prohibited after that time.

K. Use other relevant recommendations of SMACNA 1072 for avoiding unnecessary contamination due to construction procedures.


END OF SECTION

01 57 21 - 3 INDOOR AIR QUALITY CONTROLS 100% Construction Documents

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PART 1 - GENERAL

1.1 SECTION INCLUDES

SECTION 01 74 19

CONSTRUCTION

WASTE MANAGEMENT

A. This section specifies the requirements for the management of non-hazardous building construction and demolition waste. This requirement applies to all demolition and construction activity conducted for this Project, regardless of the specific service provider conducting the Work. The General Contractor is to orchestrate successful implementation of these requirements.

B. Waste disposal in landfills shall be minimized to the greatest extent possible. Of the inevitable waste that is generated, as much of the waste material as economically feasible shall be salvaged, recycled or reused.


A. Related Documents: Drawings and general provisions of the Contract, including the TPWD Uniform General Conditions and Section 01000 - "Special Conditions" apply to this Section.

B. Section 02 41 00, DEMOLITION.

C. Section 01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS

1.3 DEFINITIONS

A. Class Ill Landfill: A landfill that accepts non-hazardous resources such as household, commercial and industrial waste resulting from construction, remodeling, repair and demolition operations.

B. Clean: Untreated and unpainted; uncontaminated with adhesives, oils, solvents, mastics and like products.

C. Construction and Demolition (C&D) Waste: Includes all non-hazardous resources resulting from construction, remodeling, alterations, repair and demolition operations.

D. Dismantle: The process of parting out a building in such a way as to preserve the usefulness of its materials and components.

E. Disposal: Acceptance of solid wastes at a legally operating facility for the purpose of land filling (includes Class Ill landfills and inert fills).

F. Inert Backfill Site: A location, other than inert fill or other disposal facility, to which inert materials are taken for the purpose of filling an excavation, shoring or other soil engineering operation.

G. Inert Fill: A facility that can legally accept inert waste, such as asphalt and concrete exclusively for the purpose of disposal.


017419-1 CONSTRUCTION WASTE MANAGEMENT 100% Construction Documents

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H. Inert Solids/Inert Waste: Non-liquid solid resources including, but not limited to, soil and concrete that does not contain hazardous waste or soluble pollutants at concentrations in excess of water-quality objectives established by a regional water board, and does not contain significant quantities of decomposable solid resources.

I. Mixed Debris: Loads that include commingled recyclable and non-recyclable materials generated at the construction site.

J. Mixed Debris Recycling Facility: A solid resource processing facility that accepts loads of mixed construction and demolition debris for the purpose of recovering re-usable and recyclable materials and disposing non-recyclable materials.

K. Permitted Waste Hauler: A company that holds a valid permit to collect and transport solid wastes from individuals or businesses for the purpose of recycling or disposal.

L. Recycling: The process of sorting, cleansing, treating, and reconstituting materials for the purpose of using the altered form in the manufacture of a new product. Recycling does not include burning, incinerating or thermally destroying solid waste.

1. On-site Recycling - Materials that are sorted and processed on site for use in an altered state in the work, i.e. concrete crushed for use as a sub-base in paving.

2. Off-site Recycling - Materials hauled to a location and used in an altered form in the manufacture of new products.

M. Recycling Facility: An operation that can legally accept materials for the purpose of processing the materials into an altered form for the manufacture of new products. Depending on the types of materials accepted and operating procedures, a recycling facility may or may not be required to have a solid waste facilities permit or be regulated by the local enforcement agency.

N. Reuse: Materials that are recovered for use in the same form, on-site or off-site.

0. Return: To give back reusable items or unused products to vendors for credit.

P. Salvage: To remove waste materials from the site for resale or re-use by a third party.

Q. Source-Separated Materials: Materials that are sorted by type at the site for the purpose of reuse and recycling.

R. Solid Waste: Materials that have been designated as non-recyclable and are discarded for the purposes of disposal.

S. Transfer Station: A facility that can legally accept solid waste for the purpose of temporarily storing the materials for re-loading onto other trucks and transporting them to a landfill for disposal, or recovering some materials for re-use or recycling.

1.4 PERFORMANCE REQUIREMENTS

A. General: Achieve an end-of-Project rate for salvage/recycling of percentage shown below; by either weight (short tons) or volume (cubic yardage) of total solid waste generated by the Project Work, excluding hazardous waste, as applicable.

1. Minimum of 50 percent diversion rate of overall Construction & Demolition waste diversion from landfill and incinerator disposal.



Issued: 04-28-17

2. 100 percent diversion of land-clearing and landscape related waste, including but not limited to stumps, rocks, and vegetation, but excluding materials contaminated by disease or pest, from landfill and incinerator disposal.

a. Contaminated landscape materials are to be disposed of in accordance with local regulatory requirements.

B. At a minimum the following waste categories shall be diverted from landfills:

1. Soil.

2. Concrete comprised materials

3. Asphalt comprised materials

4. Clean dimensional wood and pallet wood.

5. Green waste (biodegradable landscaping materials).

6. Metal products (eg, steel, wire, beverage containers, copper, etc).

7. Cardboard, paper materials, including packaging

8. Plastics (eg, clean paint containers, ABS, PVC).

9. Fluorescent lamps.

1.5 QUALITY ASSURANCE

A. Establish and maintain the management of non-hazardous building construction and demolition waste set forth herein. Conduct a site assessment to estimate the types of materials that will be generated by demolition and construction.

B. Contractor shall practice efficient waste management in the use of materials in the course of the Work and use all reasonable means to divert construction and demolition waste from landfills and incinerators.

C. Contractor shall provide all demolition, removal and legal disposal of materials. Contractor shall ensure that facilities used for recycling, reuse and disposal shall be permitted for the intended use to the extent required by local, state, federal regulations. The Whole Building Design Guide website http://www.wbdg.org/tools/cwm.php provides a Construction Waste Management Database that contains information on companies that haul, collect, and process recyclable debris from construction projects.

D. Contractor shall assign Waste Management Coordinator to be responsible for implementation and oversight of Waste Management activities, including any special programs involving rebates or similar incentives related to recycling. Any revenues or savings obtained from salvage or recycling shall accrue to the contractor.

1.6 SUBMITTALS

A. Waste Management Plan: Submit plan within 30 days of date established for commencement of the Work. This submittal shall also include:

1. Qualification Data: For waste management coordinator.



Issued: 04-28-17

2. The Waste Management plan shall include the following:

a. Designated Manager responsible for instructing personnel, supervising, documenting and administer over meetings relevant to the Waste Management Plan.

b. Confirmation of targeted Project Diversion rate(s).

c. Procedures to be used for debris management.

d. Techniques to be used to minimize waste generation.

e. Analysis of the estimated job site waste to be generated:

1) List of each material and quantity to be salvaged, reused or recycled.

2) List of each material and quantity proposed to be taken to a regulated landfill or incinerator.

f. Detailed description of the Means/Methods to be used for material handling.

g. On site: Material separation, storage, protection where applicable.

h. Off site: Transportation means and destination. Include list of materials.

i. Description of materials to be site-separated and self-hauled to designated facilities.

j. Description of mixed (comingled) waste materials to be collected by designated waste haulers and removed for off-site recyclable material processing.

k. The names and locations of mixed debris reuse and recycling facilities or sites to be utilized.

I. The names and locations of trash disposal landfill facilities or sites to be utilized.

m. Documentation that the facilities or sites are approved to receive the materials, including any facilities regulated to process comingled waste and recyclable materials.

n. Example waste summary reporting log that will be provided by proposed recyclable processing agent(s).

B. Close-Out Submittals: Before request for Substantial Completion, submit calculated end-ofProject rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.

1. Submit a summary of construction and demolition debris diversion and disposal including beginning and ending dates of period covered. Summary data shall be tracked and reported as follows:

100051538

a. Waste log documenting waste collection activities to date and summarizing both total construction waste and current recycling/diversion rate.

b. Log must reflect ALL Project Waste, including demolition and site waste.

c. The calendar date(s) waste was processed and processing agent/hauler corresponding to waste management plan.

017419-4 122081 MDC Fish America Building Replacement

CONSTRUCTION WASTE MANAGEMENT 100% Construction Documents

Issued: 04-28-17

d. Material category.

e. Total quantity of waste reported consistently in either short tons, or cubic yards.

f. Quantity of waste salvaged, both estimated and actual in either tons or cubic yards.

g. Quantity of waste recycled, both estimated and actual in tons or cubic yards.

h. Total quantity of waste recovered (salvaged plus recycled) in tons or cubic yards.

i. Total quantity of waste recovered (salvaged plus recycled) as a percentage of total waste.

2. Submit Record Data as follows:

a. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt.

b. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.

c. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

d. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 PLAN IMPLEMENTATION

A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.

B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring, and reporting status of waste management work plan.

C. Waste Management Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination." Review methods and procedures related to waste management including, but not limited to, the following:

1. Review and discuss waste management plan including responsibilities of waste management coordinator.

2. Review requirements for documenting quantities of each type of waste and its disposition.



Issued: 04-28-17

3.2

3.3

3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays.

4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities.

5. Review waste management requirements for each trade.

D. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work.

1. Distribute waste management plan to all trade participants and stakeholders within seven (7) days of submittal approval.

2. Distribute waste management plan to entities when they first begin work on-site.

3. Review plan procedures and locations established for salvage, recycling, and disposal during routine Safety meetings.

E. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

F.

A.

B.

C.

D.

1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold.

2. Comply with Owner requirements for controlling dust and dirt, environmental protection, and noise control.

Record on daily reports any problems in complying with laws, regulations and ordinances with corrective action taken.

COLLECTION

Provide all necessary containers, bins and storage areas to facilitate effective waste management in accordance with requirements outlined herein.

Clearly identify containers, bins and storage areas so that recyclable materials are separated from trash and can be transported to respective recycling facility for processing.

Any Hazardous wastes shall be separated, stored, disposed of according to local, state, federal regulations.

DISPOSAL

Contractor shall be responsible for transporting and disposing of materials that cannot be delivered to a source-separated or mixed materials recycling facility to a transfer station or disposal facility that can accept the materials in accordance with state and federal regulations.

E. Construction or demolition materials with no practical reuse or that cannot be salvaged or recycled shall be disposed of at a landfill or incinerator.

PART 4 - APPENDIX - REFER TO FOLLOWING PAGE



Issued: 04-28-17

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PART 1 - GENERAL

SECTION 01 79 00

DEMONSTRATION AND TRAINING


A. Related Documents: Drawings and general provisions of the Contract, including the TPWD Uniform General Conditions and Section 01000 - "Special Conditions" apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for instructing Owner's personnel, including the following:

1. Operations, Maintenance, and Warranty data submittal.

2. Demonstration of operation of systems, subsystems, and equipment.

3. Training in operation and maintenance of systems, subsystems, and equipment.

B. Scope: The requirements of this Section pertain to ALL systems and equipment that require routine maintenance and functional operations adjustments and are installed by the Contractor as part of the Project Work. In addition to the technical manual and training requirements specified elsewhere within the Contract Documents, the tasks and deliverables outlined within this section specifically include the following:

1. Division 22

2. Division 23

3. Division 26

C. Related Sections:

- All Plumbing fixtures and equipment including associated

Pumps, valves, actuators/sensors and metering devices.

- All Mechanical equipment including fans, pumps, associated

sensors and interactive devices.

All Electrical/ Lighting equipment including motors,

associated sensors and interactive devices

1. Divisions 11 through 28 Sections for specific requirements for demonstration and training for equipment and systems in those Sections.

1.3 INFORMATIONAL SUBMITTALS

A. Instruction Program: Submit outline of instructional program for demonstration and training, including a list of training modules and a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module.

1. Indicate proposed training modules using manufacturer-produced demonstration and training video recordings for systems, equipment, and products in lieu of video recording of live instructional module.

B. Qualification Data: For instructor(s). Unless noted otherwise in Contract documents, demonstrate trainer is manufacturer/factory trained in the specific systems types being reviewed

100051538 01 79 00 -1 DEMONSTRATION AND TRAINING 122081 MDC Fish America 100% Construction Documents Building Replacement Issued: 04-28-17

in the training session. (e.g., Authorized service technician, Manufacturer technical sales representative, etc)

C. Attendance Record: For each training module, submit list of participants and length of instruction time.

1.4 CLOSEOUT SUBMITTALS

A. At completion of training, submit complete training manual(s) for Owner's use prepared and bound in format matching operation and maintenance manuals. In addition, provide a copy in PDF electronic file format on compact disc.


A. Instructor Qualifications: Each engaged instructor must be a factory-authorized service representative experienced in operation and maintenance procedures and training of the system type for which they are providing training.

1.6 COORDINATION

A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations and to ensure availability of Owner's personnel.

B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content.

C. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Architect.

PART 2 - PRODUCTS

2.1 INSTRUCTION PROGRAM

A. Program Structure: Develop an instruction program that includes individual training modules for each system and for equipment not part of a system.

B. Training Modules: Develop a learning objective and teaching outline for each module. Include a description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following as applicable to the system, equipment, or component:

1. Basis of System Design, Operational Requirements, and Criteria: Include the following:

a. System, subsystem, and equipment descriptions.

b. Performance and design criteria if Contractor is delegated design responsibility.

c. Operating standards.

d. Regulatory requirements.

e. Equipment function.

f. Operating characteristics.

g. Limiting conditions.


017900 - 2 DEMONSTRATION AND TRAINING 100% Construction Documents

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h. Performance curves.

2. Documentation: Review the following items in detail:

a. Emergency manuals.

b. Operations manuals.

c. Maintenance manuals.

d. Project record documents.

e. Identification systems.

f. Warranties and bonds.

g. Maintenance service agreements and similar continuing commitments.

3. Emergencies: Include the following, as applicable:

a. Instructions on meaning of warnings, trouble indications, and error messages.

b. Instructions on stopping.

c. Shutdown instructions for each type of emergency.

d. Operating instructions for conditions outside of normal operating limits.

e. Sequences for electric or electronic systems.

f. Special operating instructions and procedures.

4. Operations: Include the following, as applicable:

a. Startup procedures.

b. Equipment or system break-in procedures.

c. Routine and normal operating instructions.

d. Regulation and control procedures.

e. Control sequences.

f. Safety procedures.

g. Instructions on stopping.

h. Normal shutdown instructions.

i. Operating procedures for emergencies.

j. Operating procedures for system, subsystem, or equipment failure.

k. Seasonal and weekend operating instructions.

I. Required sequences for electric or electronic systems.

m. Special operating instructions and procedures.

5. Adjustments: Include the following:

a. Alignments.

b. Checking adjustments.

c. Noise and vibration adjustments.

d. Economy and efficiency adjustments.

6. Troubleshooting: Include the following:

a. Diagnostic instructions.


01 79 00 - 3 DEMONSTRATION AND TRAINING 100% Construction Documents

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b. Test and inspection procedures.

7. Maintenance: Include the following:

a. Inspection procedures.

b. Types of cleaning agents to be used and methods of cleaning.

c. List of cleaning agents and methods of cleaning detrimental to product.

d. Procedures for routine cleaning

e. Procedures for preventive maintenance.

f. Procedures for routine maintenance.

g. Instruction on use of special tools.

8. Repairs: Include the following:

a. Diagnosis instructions.

b. Repair instructions.

c. Disassembly; component removal, repair, and replacement; and reassembly instructions.

d. Instructions for identifying parts and components.

e. Review of spare parts needed for operation and maintenance.

PART 3 - EXECUTION

3.1 PREPARATION

A. Assemble educational materials necessary for instruction, including documentation and training module.

B. Set up instructional equipment at instruction location.

3.2 INSTRUCTION

A. The General Contractor shall coordinate instructors and coordinate with Owner for number of participants, instruction times, and location.

B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system.

1. Owner will furnish an instructor/representative to describe Owner's operational philosophy.

2. Owner will furnish Contractor with names and positions of participants. The day-time sessions shall also include one or more building occupant representatives for mechanical and lighting related interface and general functionality training.

C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season.

1. Schedule training with Owner and Commissioning Authority at least ten (10) business days in advance of targeted training session(s).


01 79 00 -4 DEMONSTRATION AND TRAINING 100% Construction Documents

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D. Training Location and Reference Material: Conduct training on-site in the completed and fully operational facility using the actual equipment in-place. Conduct training using final operation and maintenance data submittals.

E. Cleanup: Collect used and leftover educational materials and give to Owner. Remove instructional equipment. Restore systems and equipment to condition existing before initial training use.


END OF SECTION

01 79 00 - 5 DEMONSTRATION AND TRAINING 100% Construction Documents

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SECTION 01 8113

SUSTAINABLE CONSTRUCTION

REQUIREMENTS

PART 1 - GENERAL

1.1

1.2

1.3

1.4

A.

A.

B.

C.

D.

A.

B.

C.

D.

E.

F.

G.

A.

B.

SECTION INCLUDES

This Section describes general requirements and procedures to comply with Texas Parks & Wildlife Department goals for sustainable construction.

RELATED REQUIREMENTS

Related Documents: Drawings and general provisions of the Contract, including the TPWD Uniform General Conditions and Section 01000 - "Special Conditions" apply to this Section.

Section 01 57 21 INDOOR AIR QUALITY CONTROLS.

Section 01 74 19 CONSTRUCTION WASTE MANANGEMENT.

Division 02 through 32 Sections for Sustainability Requirements specific to the Work of each of these Sections. These requirements may or may not include reference to Sustainability.

REFERENCE STANDARDS

Carpet and Rug Institute Green Label Plus program.

U.S. Department of Agriculture BioPreferred program (USDA BioPreferred).

U.S. Environmental Protection Agency Comprehensive Procurement Guidelines (CPG).

U.S. Environmental Protection Agency WaterSense Program (WaterSense).

U.S. Environmental Protection Agency ENERGY STAR Program (ENERGY STAR).

U.S. Department of Energy Federal Energy Management Program (FEMP).

Green Electronic Council EPEAT Program (EPEAT).

DEFINITIONS

Agrifiber Products: Composite panel products derived from agricultural fiber.

Biobased Product: As defined in the Farm Security and Rural Investment Act, a product determined by the Secretary to be a commercial or industrial product (other than food or feed) that is composed, in whole or in significant part, of biological products or renewable domestic agricultural materials (including plant, animal, and marine materials) or forestry materials.

C. Biobased Content: The weight of the biobased material divided by the total weight of the product and expressed as a percentage by weight.

100051538 018113-1 SUSTAINABLE CONSTRUCTION REQUIREMENTS 100% Construction Documents


D. Building Interior: For the purposes of identifying the products subject to compliance with VOC requirements, this includes all spaces, both accessible and inaccessible, located to the interior side of the building's exterior weatherproofing/moisture barrier system.

E. Coating, Flat Sheen: A coating that registers a gloss of less than 15 on a 85-degree meter and less than 5 on a 60-degree meter.

F. Coating, Non-Flat Sheen: A coating that registers a gloss of 15 or greater on a 85-degree meter and 5 or greater on a 60-degree meter.

G. Construction and Demolition (C&D) Waste: Includes solid wastes, such as building materials, packaging, rubbish, debris, and rubble resulting from construction, remodeling, repair and demolition operations. A construction waste management plan is to be provided by the Contractor as defined in Section 01 74 19.

H. Recycled Content: Recycled content of materials is defined according to Federal Trade Commission Guides for the Use of Environmental Marketing Claims (16 CFR Part 260). Recycled content value of a material assembly is determined by weight. Recycled fraction of assembly is multiplied by cost of assembly to determine recycled content value.

I. "Post-Consumer" material is defined as waste material generated by households or by commercial, industrial, and institutional facilities in their role as end users of the product, which can no longer be used for its intended purpose.

J. "Pre-Consumer" material is defined as material diverted from waste stream during the manufacturing process. Excluded is reutilization of materials such as rework, regrind, or scrap generated in a process and capable of being reclaimed within the same process that generated it. Pre-consumer content must be material that would not have otherwise entered the waste stream as per Section 5 of the FTC Act, Part 260 "Guidelines for the Use of Environmental Marketing Claims": www.ftc.gov/bcp/grnrule/guides980427.

K. Recycled Content Materials: Products that contain pre-consumer or post-consumer materials as all or part of their feedstock.

L. Regional Materials: Materials that are extracted, harvested, recovered, and manufactured within a radius of 500 miles (800 km) from the Project site.

M. Salvaged or Reused Materials: Materials extracted from existing buildings in order to be reused in other buildings without being manufactured.

N. Sealant: Any material that fills and seals gaps between other materials.

0. Volatile Organic Compounds (VOCs): Any compound of carbon, excluding carbon monoxide, carbon dioxide, carbonic acid, metallic carbides or carbonates, and ammonium carbonate, which participates in atmospheric photochemical reactions. Compounds that have negligible photochemical reactivity, listed in EPA 40 CFR 51.1 OO(s), are also excluded from this regulatory definition.


A. Sustainability Coordinator: Contractor shall engage an experienced LEED-Accredited Professional to coordinate construction activity Sustainability requirements commencing at Project award and continuing throughout construction close-out completion. This individual may be either employee of or consultant to this Project's General Contractor and may also serve as waste management coordinator.


018113-2 SUSTAINABLE CONSTRUCTION REQUIREMENTS 100% Construction Documents

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B. Preconstruction Meeting: After award of Contract and prior to the commencement of the Work, schedule and conduct meeting with Owner, Architect, and all Subcontractors to discuss the Sustainability Action Plan content as it applies to Construction Waste Management Plan, the required Construction Indoor Air Quality (IAQ) Management Plan, and all other Sustainable Construction Requirements. The purpose of this meeting is to develop a mutual understanding of the requirements and coordination of the Contractor's management of these requirements with the Owner and the Construction Quality Manager.

C. Construction Job Conferences: The status of compliance with the Sustainable Construction Requirements of these specifications will be an agenda item at all regular job meetings conducted during the course of work at the site.

1.6 SUBMITTALS - GENERAL

A. All submittals to be provided by contractor to Owner and Designer of Record.

B. Submit documentation as required by this section; provide additional copies of typical submittals required under technical sections when sustainable construction requires copies of record submittals.

1.7 CONSTRUCTION PRODUCT SUBMITTALS

A. General: The submittals specified herein are required to verify all proposed products and materials comply with applicable Sustainability requirements as part of their overall approval for procurement and installation purposes. Also note:

1. Contractor to submit the data specified herein. Refer to end of this Section (Appendices 'A' & 'B') for approved Submittal Forms.

2. Submit Sustainability submittals concurrently with other related project submittals.

3. Submitted products and materials are to comply with Part 2 of this specification, in addition to all other requirements stipulated within the Contract Documents. Note that part or all of Part 2 requirements may not be applicable to each submitted product or professional service.

B. Sustainability Product Data Submittals: Submit the submittals listed below concurrently with its associated Scope of Work. (e.g., concrete raw material data should accompany design mix submittals and steel product data should accompany steel shop drawings, etc.)

1. Sustainable Materials Procurement:

2.

100051538

a. Recycled Content: Product data and certification letter indicating percentages by weight of post-consumer and pre-consumer recycled content for all products that contain recycled content. (excluding MEP systems equipment and components). Refer to end of this Section (Appendix 'B') for approved Submittal Form.

b. Regional Materials: Product data for regionally procured materials indicating location and distance from Project of final material manufacturer and point of extraction, harvest, or recovery for each raw material. (excluding MEP systems equipment and components). Refer to end of this Section (Appendix 'B') for approved Submittal Form.

Low Emitting Interior Building Products:

a. Low Emitting Sealants & Adhesives: Product data for all field applied adhesives and sealants ultimately installed inside the building interior indicating voe content


SUSTAINABLE CONSTRUCTION REQUIREMENTS 100% Construction Documents

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of each product used. Data shall demonstrate submitted product compliance. Refer to Part 2 for performance requirements. Refer to end of this Section (Appendix 'A') for approved Submittal Form.

b. Low Emitting Paints & Coatings: Product data for all field applied paints and coatings ultimately installed inside the building interior indicating VOC content of each product used. Data shall demonstrate submitted product compliance. Refer to Part 2 for performance requirements. Refer to end of this Section (Appendix 'A') for approved Submittal Form.

c. Low Emitting Flooring Systems: Product data for all flooring finish materials and flooring related adhesives, grout, and field applied coatings installed inside the building interior. Data shall demonstrate submitted product compliance. Refer to Part 2 for performance requirements. Refer to end of this Section (Appendix 'A') for approved Submittal Form.

1.8 SUSTAINABILITY CONSTRUCTION PROGRESS REPORTS

A. General: The submittals specified herein are required to adequately demonstrate the Contractor's ongoing compliance with and incremental implementation of Sustainability related requirements in accordance with the approved Pre-Construction Sustainability Action Plans.

B. Pay Application Progress Reporting: Concurrent with each Application for Payment, submit progress data reports for actual construction activity during the previous month's Work related to the items outlined herein.

1. Construction Waste Management: Waste reduction progress reports complying with Division 01 "Construction Waste Management and Disposal."

2. Sustainable Materials Procurement:

a. Completed "Sustainable Materials Reporting" forms reflecting final material costs for individual trades scopes of work completed up through the prior month. Refer to end of this Section (Appendix 'B') for approved Submittal Form.

b. Cumulative progress update of overall project schedule of values material cost adjustments occurring as a result of General Contract adjustments and buy-out and purchasing activities during the prior month. Refer to end of this Section (Appendix 'C') for approved Progress Report template.

3. IAQ Management During Construction- This monthly progress reporting shall commence as soon as any portion of building interior is over 50% enclosed by wall and roof structure or when absorbent interior construction materials are first delivered to the site, whichever occurs first.

100051538

a. A minimum of (3) three digitally date/time stamped IAQ plan implementation record photographs taken each month during the interior building construction period, along with a brief description of the SMACNA approach employed, specifically documenting implementation of the indoor-air-quality management principles, such as housekeeping, protection of mechanical ducts and pathway interruption. This record photography task must result in at least eighteen (18) progress photos prior to the completion of interior construction activities. Note that photos must reflect varied best practices.

b. A minimum of (2) two digitally date/time stamped MOISTURE PROTECTION record photographs taken during previous month's work during the interior building construction period, specifically documenting the isolation and/or protection of absorptive inte-



Issued: 04-28-17

rior materials, such as temporary window coverings and properly stored interior materials. This record photography task must result in at least eighteen (18) progress photos prior to the completion of interior construction activities.

c. Prior to Test and Balance activities, progress report shall also include a record log recording the installation date(s), specific filter type/MERV rating and corresponding installation locations of all permanent mechanical filters installed for owner occupancy use.

1.9 CLOSE-OUT SUBMITTALS / DELIVERABLES (NOT USED)

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Provide products and procedures necessary to comply with the Performance criteria outlined herein.

B. The calculated performance percentage for each of Sustainable Material Procurement objective is derived through the Project's permanently installed material costs, excluding labor and equipment. For clarity, temporary materials, such as scaffolding, formwork, etc are considered equipment and therefore excluded.

1. Product submittals are only required for materials associated with Work identified within CSI MasterFormat 2004 Divisions 3-10, 31.60.00, 32.10.00, 32.30.00, and 32.90.00 or equivalent Project site material specifications.

2.2 SUSTAINABLE MATERIALS PROCUREMENT

A. RECYCLED CONTENT OF MATERIALS

1. In total, the applicable construction materials shall have recycled content such that postconsumer recycled content plus one-half of pre-consumer recycled content for Project constitutes a minimum percentage (by cost) as follows:

a. 20% minimum.

2. The cost of post-consumer recycled content plus one-half of pre-consumer recycled content of an item shall be determined by dividing weight of post-consumer recycled content plus one-half of pre-consumer recycled content in the item by total weight of the item and multiplying by cost of the item.

B. REGIONAL MATERIALS

1. In total, the applicable construction materials shall be regionally manufactured and contain regionally originating/derived content such that regionally qualified content for Project constitutes a minimum percentage (by cost) as follows:

a. 20% minimum, with a goal of achieving 50% or more.



Issued: 04-28-17

2.3 LOW EMITTING INTERIOR BUILDING PRODUCTS

A. Adhesives and Sealants: Field applied adhesives and sealants ultimately installed inside the building interior during construction shall comply with the following VOC content limits when calculated according to 40 CFR 59, Subpart D (EPA Method 24):

1. Aerosol adhesives shall comply with California Code of Regulations Title 17, commencing with section 94507. In addition, they shall comply with the voe limits of Green Seal Standard for Commercial Adhesives GS-36 requirements in effect on October 19, 2000.

2. Maximum product VOC content (in grams per liter) for all adhesives and sealants utilized under the outlined conditions are listed below.

Aerosol Adhesives

General purpose spray mist General purpose web spray Special purpose aerosol adhesive

Sealants

Architectural Sealant, Other Sealant Primers

Architectural- Nonporous Architectural- Porous Sealant Primer, Other


018113-6

Maximum voe Limit (q/L)

65% voes by weight 55% voes by weight 70% voes by weight

Maximum voe Limit (g/L) 250 250

Maximum voe Limit (q/L)

250 775 750


Issued: 04-28-17

B.

Adhesives Maximum voe Limit (Q/L)

Indoor Carpet Adhesives 50 Carpet Pad Adhesives 50 Wood Flooring Adhesive 100 Rubber Floor Adhesives 60 Subfloor Adhesives 50 Ceramic Tile Adhesives 65 VCT and Asphalt Tile Adhesives 50 Dry Wall and Panel Adhesives 50 Cove Base Adhesives 50 Multipurpose Construction Adhesives 70 Structural Glazing Adhesives 100 PVC Welding 510 CPVC Welding 490 ABS Welding 325 Plastic Cement Welding 250 Adhesive Primer for Plastic 550 Contact Adhesive 80 Special Purpose Contact Adhesive 250 Structural Wood Member Adhesive 140

For adhesives, adhesive bonding primers, or any other primer not regulated by the above tables and applied to the following substrates, the following limits shall apply:

Substrate Specific Maximum voe Limit Adhesives / Adhesive Primers (g/L) Metal to metal 30 Plastic foams 50 Porous material except wood 50 Wood 30 Fiberglass 80

Paints and Coatings: Field applied paints and coatings ultimately installed inside the building interior during construction shall comply with the following VOC content limits when calculated according to 40 CFR 59, Subpart D (EPA Method 24):

1. Aerosol coatings shall comply with California Code of Regulations Title 17, section 94522, dated 01/08/1996.

Aerosol Coatings Maximum voe Limit (Q/L)

Fluorescent Coatings 75% voes by weight Metallic Coatings 80% voes by weight

100051538 018113-7 SUSTAINABLE CONSTRUCTION REQUIREMENTS 100% Construction Documents


100051538

Aerosol Coatings (continued) Maximum voe Limit (g/L)

Nonflat Paint Products 65% voes by weight Primers 60% voes by weight Clear Coatings 67% voes by weight Flat Paint Products 60% voes by weight Ground traffic I Marking coatings 66% voes by weight High temperature coatings 75% voes by weight Shellac, clear 88% voes by weight Shellac, pigmented 75% voes by weight

2. Architectural paints, coatings and their primers applied to interior walls as well as Anti-corrosive paints and primers applied to interior ferrous metal substrates shall not exceed the voe limits set forth in Green Seal Standard GS-11.

3. Clear wood finishes, floor coatings, stain, sealers and shellacs applied to exterior elements during construction shall comply with the voe limits set forth in South coast Air Quality Management District (SCAQMD) Rule 1113, Architectural Coatings.

4. Maximum product VOC content (in grams per liter) for all coatings utilized under the outlined conditions are listed below.

Architectural Coatings Maximum voe Limit (Q/L)

Non-flat sheen architectural paints & primers 150 Non-flat sheen high-gloss 150 architectural paints Flat sheen architectural paints 50 & primers Dry-fog coatings 150 Bond breakers 350 Clear brushing lacquer 550 Concrete-curing compounds 350 Faux finishing coatings 350 Fire-resistive coatings 350 Floor coatings 100 Graphic arts (sign) coatings 500 High temperature im coating 420 Industrial maintenance (im) 250 coatings Low Solids coatings (1) 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic Pigmented coatings 500 Multicolor coatings 250 Pigmented lacquer 550 Pretreatment wash primers 420 Rust preventative 250 (Anti-rusUanti-corrosive) coatinqs Shellac



Issued: 04-28-17

Clear 730 Pigmented 550

Standard & Specialty sealers & undercoat- 100 ers Stains 250 Waterproofing sealers /membranes 250 Wood coatings

Varnish 275 Sanding Sealer 275 Lacquer 275

Zinc-rich im primers 340 *(1) Note: VOC levels for low-solids coatings are measured in g/L of material, including water.

C. Low Emitting Flooring Systems: 6!1_flooring related products installed within the building interior must comply with the following performance criteria:

1. All carpet shall be third-party certified as meet the testing and product requirements of the Carpet and Rug lnstitute's Green Label Plus program, and Green Label program for carpet cushion.

2. All carpet adhesives shall not exceed the VOC limit established under Credit IEQc4.1 requirements above.

3. All floor coatings applied on-site, including but not limited to sealer, stain and finishes applied to concrete, wood, bamboo, cork and resilient flooring, shall not exceed the VOC limits established under Credit IEQc4.2 requirements above.

4. All flooring related installation adhesives and grout applied on-site shall not exceed the voe limits established under Credit IEQc4.1 requirements above.

5. All other manufactured flooring products (including all types of resilient flooring, engineered wood and laminate floorings, wall base and transition moldings, and any floor tile with post-fired manufacturer applied coatings) shall meet at least one of the following performance criteria:

a. Option 1: Demonstrate third-party certified status with the FloorScore standard (most current version).

b. Option 2: Demonstrate compliance with the testing and product requirements of the California Department of Health Services Standard (01350) Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers, including 2004 Addenda.

PART 3 - EXECUTION

3.1 GENERAL: Utilize Submittal Form and Submittal Register Guideline Appendices located at the end of this section.

3.2 CONSTRUCTION WASTE MANAGEMENT

A. Comply with Division 01 74 19 Section "Construction Waste Management."



Issued: 04-28-17

3.3 CONSTRUCTION INDOOR-AIR-QUALITY MANAGEMENT

A. Comply with Division 01 57 21 Section "Indoor Air Quality Controls."

PART 4 - APPENDICES - refer to following pages



Issued: 04-28-17

-<C ->< -C z w c.. c.. <C

INTERIOR INSTALLATION PRODUCT REPORTING FORM PROJECT NAME: _ ____________ _ SPEC SECTION:

SUBCONTRACTOR:-------------

CONTACT NAME: ____________ _ TEL. NO: ____________ _

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

REQUIRED f0< ALL fiekf-applied adhesives, sealants, paints & coatings, 11teri0< floor systems I finishes,

and c0<nposile wood products (including those related to MEP work)

Product type or appli::ation Product name Vendor and/or Manufacturer • Actual voe content 1 (g:ams per liter) 1@1 J.'l N

{'l <'· • Green Libel Plus Ca1ificaioo (ca-pet) 1:5 al • Green Libel Certification (ca-p<t pad) 1o ~ 8 J -5

j > Jll • Floor Scae certificaioo, or CA 1350 tested CO!llliant l~ood. "' resient and other non-carpet loaing types) • Non-Urea Formaldehyde woo:ls & adhesives (g/ LJ (YI N)

VOC:Volatile o,gan'c compound vlh'ch vaporizes into a gas at normal r00<n temperatures and Is emitted during the use, application, cumg, 0< drying of an adhesive, sealant, pa11t, 0<coating product (exdudes methane, carboo monoxide, caroon dioxide, carboo'c acid, metali c carbides 0< carbooates, ammoolum cart>ooate, and other exempt rompounds).

SubmH manufacturer data lldicat119 appropriate qualify119 ted\nical data f0< the product. such as voe content, defined in either grams per i ter. °' IJs. per gallon (e.g .. MSDS sheet. product data sheet. etc.)

Refer lo the 01 8113 Sustainable Design requirements for applicable VOC limfts and chem'cal c0<nponenl linitatioos fOf the various product classificatioos.

CONTRACTOR CERTIFICATION:

---------- a duly authorized representative of hereby certify that the material ilfo011aoon ron tn d herein is an acoorate representaoon of the material quai ficaoons to be provided by us, as romponents of the fi nal buid119 ronstrucoon. FurthermOO! , I undeisland that any change in such qua!ificalioos during the purchas119 period viii require priOf written approval frO<n the Constructioo Manager and ~mer.

SIGNATURE OF AUTHORIZED REPRESENTATIVE:----------- -- PAGE OF

(I) en t--1- C T""9 Z (I) I

WECX)

::::: :::,~ w o""° Cl'.'. 00 50-i::i 0 C (I) WO:::, ,,,. ·- en u.. ...... en z~o.!:; - en 1-- C 00 ::::> ()

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SUSTAINABLE MATERIALS REPORTING FORM (providecut sheetsforthedatabelow)

PROJECT NAME: SPEC SECTION: SUBCONTRACTOR: CONT ACT NAME· TEL. NO·

STEP 1 List your TOTAL installed material cost for ALL products occurring within CSI 2004 $ Divisions 3-10 -and- Sections 31.60.00, 32.10.00, 32.30.00, & 32.90.00.

STEP 2 Itemize each of your insta lled products (within these same CSI d ivisions) below noting their compliance with I contribution to the following criteria- USE ~DDITIONAL SHEETS AS NECESSARY!

1.

2.

3.

4

5

Producl I Material llC!ividual Products

Recycled OCCllring witlil REQUIRED for al prodJcts that are or contan

CSI 2rol Oivisbns 3-10 -and- Conlent 2 Location of c001JX)sile ••ood 7

conlent of a,y type. SodlOllS 3160,00, 32.10.00, ( use a sep.r.ie dooicated final product manu faciuring site AND

Product Name Vendor and/or Manu faciurer 3230.00, &32.00.00. fnm, hi ,---,1•\ raw material origin(s) 3

Tota Mateial FSC Purchase ""'--COOT 1

POST PRE \!tg~ Ce<trt<!<I IClvcioe:s urea-

consumer consunr:r Woo:! Woc<f ailo:j]e,15

foon>'ddl)<fe

IS) (%) (%) (aerial mies) (%) (%) (YI I'll (YIN) Harvest

l,~tadure: Harvest:

/.1,n,fadure. Harvest:

l,\,n,facture: Harvest:

l,larufacture· Harvest:

f,\,n,facture:

Material/ Product Purchase Cost : The Isled price for maeriaisis lo excl.Jde overhead ~.e. lax,r & e;iuipmen\ elc) and proi l. The male-ials costs can ilclu:le lax, freighl and any deiveiy charges b lhe si1e. Mate-ial costs should be n91lized, as necessaiy, lo axm.iety represenl lhe suslaimble alribules assooaed wnh lhe associated purthase cosls.

Post-Consumer Recycled Content: Po!fun r:J material or product ~ilich de-Ives from discarded consumer wasle tial has been reoo,eroo fc;r use asa raw maleriai (e.g., pasic botlles, ne~~paper).

Pre-Consumer Recycled Content !'orion of m.ierla or prcxluct wtich derives from recovere:l ilws1riai aid mfg. maleriais flat are dlver1ed frc:rn muricipa sctld waste for use i1 a cifferem mfg. process. piotlouse by a consume(e.g., fly-ash io concrele c:r synihelc gypsum bo.rd, bof1 of wt.ch are by-products of coa•bJmilg power plants). Nole 1M scr<4> / re9"ild f1001 lhe c:rigila mfg. process thal are cooillned l\~h clher consliuenls af1e- a milinal amounl r:J reprocessilg for use in fur1he- p-cxluction of tie s.rne p-cxlucl does NOT quai ly as • recycled" conleo1.

Regional Materials: In LEED-Cl prqects, pMcts thal are maru1ac11re'.I regional y using non~egional raw matenals are ocoeplatie. In LEED-fie projects. Maienals .re conS>:le-ed regional ONLY ff h.rvesled AN D maiulOC1ured with11 !'I)() mi es ol tie P"<ie::1 site. Raw m.ierials can 1rave more lhan 500mles, provide:! materials a~ays 1911ailwdhil a 500 rrile aeria racfusof prqe::1 srte. For salvaged/recycle<! male-ials such as s1ee . you oo nol need lo p-ome1he c:rigilal harveslilg localion, but ralher lhe bcalion lhe slee was sourooo from (i.e. lheslocl<. yard. salvage goods suppler. ac.)

f>.Jrchase Invoices: P!Mchase records, StX>h as suwfler invoicereceipls, must be p-ovidoo todorunenl the maierial cost or any mate-ials conlaililg vigil l\ood, FSC certifioo malerials for use ii custooi falJricalions MUST be

pordlam from a quai le:l FSC distribulor. FSC cerfifloo fllishoo pMclS (e.g. engneered floomg, doors arr.I r,embricaed cabinets. etc.) musl be purchased from a (1.Jalfied FSC manulacturer. The ilslal o;i sulxxlnlractO" is NOT req.ii'e:l lobe a, FSCchailof cusbdy memberorgarizabo. Toqualy, p-cxlucts ITTJSI be cetfifled as etthe- FSC Pure, Mixed, or Mixed XX%.

l/lrgln Wood: MY l\ood contMl -.~hil a producl or maeriai lhatdoes nol quaiffy as either recyde:l c:r rapdy renewrole is coosideroo virgo wood sruroed l'om the foiesliy 11dust1y.

Composite Wood & Agrifl>er Products: Any ••ood based pcxlucls lnstailoo al 1he lnlencr S>:le of tie extetic:r lllildilg ·Ne.iher pro<i11g sysf911 ~.e. "ins.de" Ile llll <lng) must nol con1an aclded urea-formaidehyde. In adcilon, ooheslves uil ized il the f11al installoo assembly (e.g. wood ~oos. lairinalilg conlact adlesives, ec.) musl no1 oontail urea fcnnaldehyde.

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