Attachment 2 Bid Docs Submittal Register 20230113.pdf

Loma Linda VAMC

Project # 605-353

Loma Linda Parking

Structure

Contract Number:

36C77621C0085

Bid Documents

Submittal Register

January 10, 2022

PROJECT: Loma Linda Parking Structure

LOCATION: Loma Linda VA Medical Center | Loma Linda, CA 92357

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 02 21 13 Site Surveys

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d R e v ie w b y

S u b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

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Spec Section 02 21 13 Site Surveys

1.3A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.3B Survey Drawings:

1.3B.1 Prints: Two sets of black line, full size prints of each drawing.

1.3B.2 Electronic Files: Consistent with computer-aided design (CAD) Standards described at www.cfm.va.gov/til/projReq.asp.

http://www.cfm.va.gov/til/projReq.asp

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 02 82 13.31 Asbestos Transite Abatement

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

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Remarks

A c ti v it y

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Description

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A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

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Spec Section 02 82 13.31 Asbestos Transite Abatement

2.5A Pre-Start Meeting Submittals:

2.5A.1 Submit to the VA a minimum of 14 days prior to the pre-start meeting the following for review and approval. Meeting this requirement is a prerequisite for the pre-start meeting for this project:

2.5A.1a Submit a detailed work schedule for the entire project reflecting contract documents and the phasing/schedule requirements from the CPM chart.

2.5A.1b Submit a staff organization chart showing all personnel who will be working on the project and their capacity/function. Provide their qualifications, training, accreditations, and licenses, as appropriate. Provide a copy of the

"Certificate of Worker's Acknowledgment" and the

"Affidavit of Medical Surveillance and

Respiratory Protection" for each person.

2.5A.1c Submit Asbestos Hazard Abatement Plan developed specifically for this project, incorporating the requirements of the specifications, prepared, signed and dated by the CPIH/CIH.

2.5A.1d Submit the specifics of the materials and equipment to be used for this project with manufacturer names, model numbers, performance characteristics, pictures/diagrams, and number available for the following:

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 02 82 13.31 Asbestos Transite Abatement

2.5A.1d.

Negative air machines, HEPA vacuums, air monitoring pumps, calibration devices, pressure differential monitoring device and emergency power generating system.

2.5A.1d.

Waste water filtration system, shower system, and containment barriers.

2.5A.1d.

Encapsulants, surfactants, hand held sprayers, airless sprayers, and fire extinguishers.

2.5A.1d.

Respirators, protective clothing, fall protection and other required personal protective equipment.

2.5A.1d.

Fire safety equipment to be used in the regulated area.

2.5A.1e Submit the name, location, and phone number of the approved landfill; proof/verification the landfill is approved for ACM disposal; the landfill's requirements for ACM waste; the type of vehicle to be used for transportation; and name, address, and phone number of subcontractor, if used. Proof of asbestos training for transportation personnel shall be provided.

2.5A.1f Submit required notifications and arrangements made with regulatory agencies having regulatory jurisdiction and the specific contingency/emergency arrangements made with local health, fire, ambulance, hospital authorities and any other notifications/arrangements.

2.5A.1g Submit the name, location and verification of the laboratory and/or personnel to be used for analysis of air and/or bulk samples. Personal air monitoring must be done in accordance with

OSHA 29 CFR 1926.1101(f) and Appendix A. Area or clearance air monitoring shall be conducted in accordance with EPA AHERA protocols.

2.5A.1h Submit qualifications verification: Submit the following evidence of qualifications. Make sure that all references are current and verifiable by providing current phone numbers and documentation.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 02 82 13.31 Asbestos Transite Abatement

2.5A.1h.

Asbestos Abatement Company: Project experience within the past 3 years; listing projects first most similar to this project: Project Name; Type of Abatement; Duration; Cost; Reference

Name/Phone Number; Final Clearance; and

Completion Date

2.5A.1h.

List of project(s) halted by owner, A/E, IH, regulatory agency in the last 3 years: Project

Name; Reason; Date; Reference Name/Number;

Resolution

2.5A.1h.

List asbestos regulatory citations (e.g., OSHA), notices of violations (e.g., Federal and State and Local EPA), penalties, and legal actions taken against the company including and of the company’s officers (including damages paid) in the last 3 years. Provide copies and all information needed for verification.

2.5A.1i Submit information on personnel: Provide a resume; address each item completely; copies of certificates, accreditations, and licenses.

Submit an affidavit signed by the CPIH/CIH stating that all personnel submitted below have medical records in accordance with OSHA 29 CFR

1926.1101(m) and that the company has implemented a medical surveillance program and written respiratory protection program, and maintains recordkeeping in accordance with the above regulations. Submit the phone number and doctor/clinic/hospital used for medical evaluations.

2.5A.1i.

CPIH/CIH and IH Technician: Name; years of abatement experience; list of projects similar to this one; certificates, licenses, accreditations for proof of AHERA/OSHA specialized asbestos training; professional affiliations; medical opinion; and current respirator fit test.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 02 82 13.31 Asbestos Transite Abatement

2.5A.1i.

Competent Person(s)/Supervisor(s): Number;

names; last four digits of social security numbers; years of abatement experience as

Competent Person/Supervisor; list of similar projects in size/complexity as Competent

Person/Supervisor; as a worker; certificates, licenses, accreditations; proof of AHERA/OSHA specialized asbestos training; maximum number of personnel supervised on a project; medical opinion (asbestos surveillance and respirator use); and current respirator fit test.

2.5A.1i.

Workers: Numbers; names; last four digits of social security numbers; years of abatement experience; certificates, licenses, accreditations; training courses in asbestos abatement and respiratory protection; medical opinion (asbestos surveillance and respirator use); and current respirator fit test.

2.5A.1j Submit copies of State license for asbestos abatement; copy of insurance policy, including exclusions with a letter from agent stating in plain language the coverage provided and the fact that asbestos abatement activities are covered by the policy; copy of SOP's incorporating the requirements of this specification; information on who provides your training, how often; who provides medical surveillance, how often; who performs and how is personal air monitoring of abatement workers conducted; a list of references of independent laboratories/IH's familiar with your air monitoring and standard operating procedures;

copies of monitoring results of the five referenced projects listed and analytical methods used.

2.5A.1k Rented equipment must be decontaminated prior to returning to the rental agency.

2.5A.1l Submit, before the start of work, the manufacturer's technical data for all types of encapsulants, all SDS and application instructions.

2.5B Submittals During Abatement:

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 02 82 13.31 Asbestos Transite Abatement

2.5B.1 The Competent Person shall maintain and submit a daily log at the regulated area documenting the dates and times of the following: purpose, attendees and summary of meetings; all personnel entering/exiting the regulated area; document and discuss the resolution of unusual events such as barrier breeching, equipment failures, emergencies, and any cause for stopping work;

Representative air monitoring and results/TWAs/ELs. Submit this information daily to the VA’s Representative.

2.5B.2 The CPIH/CIH shall document and maintain the inspection and approval of the regulated area preparation prior to start of work and daily during work.

2.5B.2a Removal of any poly barriers.

2.5B.2b Visual inspection/testing by the CPIH/CIH or IH

Technician prior to application of lockdown encapsulant, if used.

2.5B.2c Packaging and removal of ACM waste from regulated area.

2.5B.2d Disposal of ACM waste materials; copies of Waste

Shipment Records/landfill receipts to the VA's

Representative on a weekly basis.

2.5C Submittals at Completion of Abatement: The

CPIH/CIH shall submit a project report consisting of the daily log book requirements and documentation of events during the abatement project including Waste Shipment Records signed by the landfill's agent. It will also include information on the containment and transportation of waste from the containment with applicable Chain of Custody forms. The report shall include a certificate of completion, signed and dated by the CPIH/CIH, in accordance with Attachment #1. All clearance and perimeter area samples must be submitted. The VA

Representative will retain the abatement report after completion of the project and provide copies of the abatement report to VAMC Office of

Engineer and the Safety Office.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 03 23 00 Stressing Tendons

CONTRACTOR

SCHEDULE DATES

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ACTION

DATES

APPROVING AUTHORITY

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Remarks

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Description

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M a te ri a l N e e d e d B y

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Spec Section 03 23 00 Stressing Tendons

1.4A Submit in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.4B Shop Drawings:

1.4B.1 Submit fabrication and placement details to the

Contracting Officer’s Representative (COR) for review and approval. Show complete details of tendon layout, tendon sizes, type of post-tensioning enclosure, end anchorage and coupler details, and stressing equipment. Submit the type and chemical analysis of grease, and type, material and thickness of post-tensioning repair tape. Give details of jacking operation, including all calculations.

1.4B.2 Locate and dimension penetrations in post-tensioned slabs.

1.4B.3 Detail horizontal and vertical curvature of tendons at blockouts and anchorage.

1.4B.4 Describe tensioning sequence, type of jack and pressure-monitoring devices, anchorage set, tendon elongation and tendon cutoff procedures, grouping, spacing, placing sequence, conduit size, supports and locations, and tendon supports.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 03 23 00 Stressing Tendons

1.4C Calculations: Submit sealed detailed calculations prepared by a qualified professional structural engineer registered in the state where the project is located to substantiate stressing procedures. All losses shall be accounted for in the calculations.

Submit the following:

1.4C.1 Calculations shall be prepared under the supervision of a qualified registered professional structural engineer, of losses due to anchorage seating, elastic shortening, creep, shrinkage, relaxation, friction and wobble, used to determine tendon sizes and number.

1.4C.2 Calculations of test results of adequacy of anchorage.

1.4C.3 Statistical and field proof of stressing and fixed end seating losses.

1.4C.4 Calculations for final required jacking elongation corresponding to final jacking force of tendons.

1.4D Mill Test Reports:

1.4D.1 Furnish certified Mill Test Reports for each coil or pack of strand, containing as a minimum the following test information:

1.4D.1a Heat number and identification.

1.4D.1b Standard chemical analysis for heat of steel.

1.4D.1c Ultimate tensile strength.

1.4D.1d Yield strength at 1 percent extension under load.

1.4D.1e Elongation at failure.

1.4D.1f Modulus of elasticity.

1.4D.1g Diameter and net area of strand.

1.4D.1h Type of material (stress-relieved or low relaxation).

1.4D.2 Base relaxation losses for low relaxation type material on relaxation tests of representative samples for a period of 1000 hours, when tested at 21 degrees C (70 degrees F) and stressed initially to not less than 70 percent of minimum guaranteed breaking strength of strand.

1.4D.3 Tests in accordance with ASTM A416, and ASTM

E328.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 03 23 00 Stressing Tendons

1.4E Calibration Tests: Stressing rams and gauges shall individually be identified and calibrated against known standards at intervals not exceeding six months. Submit calibration certificates for each jack used to the COR for review and approval.

1.4F Records: Keep post-tensioning records and submit to the COR. Record on each report items listed in PART 3—EXECUTION.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 03 30 00 Cast-In-Place Concrete

CONTRACTOR

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Spec Section 03 30 00 Cast-In-Place Concrete

1.6A Submit in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, and SAMPLES. All items indicated below are required submittals requiring Contracting Officer’s Representative

(COR) review and approval.

1.6B Shop Drawings: Reinforcing steel: Complete shop drawings

1.6C Mill Test Reports:

1.6C.1 Reinforcing Steel.

1.6C.2 Cement.

1.6D Manufacturer's Certificates:

1.6D.1 Abrasive aggregate.

1.6D.2 Lightweight aggregate for structural concrete.

1.6D.3 Air-entraining admixture.

1.6D.4 Chemical admixtures, including chloride ion content.

1.6D.5 Waterproof paper for curing concrete.

1.6D.6 Liquid membrane-forming compounds for curing concrete.

1.6D.7 Non-shrinking grout.

1.6D.8 Liquid hardener.

1.6D.9 Waterstops.

1.6D.10 Expansion joint filler.

1.6D.11 Adhesive binder.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 03 30 00 Cast-In-Place Concrete

1.6E Testing Agency for Concrete Mix Design: Approval request including qualifications of principals and technicians and evidence of active participation in program of Cement and Concrete

Reference Laboratory (CCRL) of National

Institute of Standards and Technology and copy of report of latest CCRL, Inspection of

Laboratory.

1.6F Test Report for Concrete Mix Designs: Trial mixes including water-cement ratio curves, concrete mix ingredients, and admixtures.

1.6G Shoring and Reshoring Sequence: Submit for approval a shoring and reshoring sequence, prepared by a registered Professional Engineer.

As a minimum, include timing of form stripping, reshoring, number of floors to be re-shored and timing of re-shore removal to serve as an initial outline of procedures subject to modification as construction progresses. Submit revisions to sequence, whether initiated by COR

(see FORMWORK) or Contractor.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 03 30 53 (Short Form) Cast-in-Place Concrete

CONTRACTOR

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CONTRACTOR

ACTION

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APPROVING AUTHORITY

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Remarks

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Description

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M a te ri a l N e e d e d B y

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Spec Section 03 30 53 (Short Form) Cast-in-Place Concrete

1.4A Submittal Procedures: Refer to Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. All items indicated below are required submittals requiring Contracting Officer’s Representative

(COR) review and approval.

1.4B Submittal Drawings:

1.4B.1 Submit large scale drawings of reinforcing steel, including all reinforcing bend diagrams and reinforcing details, to the COR for review and approval.

1.4C Manufacturer's Literature and Data:

1.4C.1 Concrete Mix Design.

1.4C.2 Air-entraining admixture, chemical admixtures, and curing compounds.

1.4C.3 Indicate manufacturer's recommendation for each application.

1.4D Sustainable Construction Submittals:

1.4D.1 Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight.

1.4E. Certificates: Certify products comply with specifications.

1.4E.1 Each ready mix concrete batch delivered to site.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 04 05 13 Masonry Mortar

CONTRACTOR

SCHEDULE DATES

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Spec Section 04 05 13 Masonry Mortar

1.4A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.4B Manufacturer's Literature and Data:

1.4B.1 Description of each product.

1.4C Test Reports: Certify each product complies with specifications.

1.4C.1 Mortar.

1.4C.2 Admixtures.

1.4D Certificates: Certify each product complies with specifications.

1.4D.1 Portland cement.

1.4D.2 Masonry cement.

1.4D.3 Mortar cement.

1.4D.4 Hydrated lime.

1.4D.5 Fine aggregate.

1.4D.6 Color admixture.

1.4E Qualifications: Substantiate qualifications comply with specifications.

1.4E.1 Testing laboratory.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 04 05 16 Masonry Grouting

CONTRACTOR

SCHEDULE DATES

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ACTION

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Remarks

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Spec Section 04 05 16 Masonry Grouting

1.4A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES. All items indicated below are required submittals requiring Contracting Officer’s Representative

(COR) review and approval.

1.4B Manufacturer's Literature and Data:

1.4B.1 Description of each product.

1.4C Sustainable Construction Submittals:

1.4C.1 Recycled Content: Identify pre-consumer recycled content percentage by weight

1.4D Test Reports: Certify each product complies with specifications.

1.4D.1 Grout, each type.

1.4D.2 Cement.

1.4D.3 Aggregate.

1.4E Certificates: Certify each product complies with specifications.

1.4E.1 Blended hydraulic cement.

1.4E.2 Portland cement.

1.4E.3 Grout.

1.4E.4 Hydrated lime.

1.4E.5 Aggregate.

1.4E.6 Color admixture.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 04 20 00 Unit Masonry

CONTRACTOR

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Spec Section 04 20 00 Unit Masonry

1.4A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.4B Submittal Drawings:

1.4B.1 Fabrication, bending, and placement of reinforcing bars. Comply with ACI 315. Show bar schedules, diagrams of bent bars, stirrup spacing, lateral ties and other arrangements and assemblies.

1.4B.2 Special masonry shapes, profiles, and placement.

1.4B.3 Masonry units for typical window and door openings, and, for special conditions as affected by structural conditions.

1.4C Manufacturer's Literature and Data:

1.4C.1 Description of each product.

1.4C.2 Installation instructions.

1.4D Samples:

1.4D.1 Concrete masonry units, when exposed in finish work.

1.4D.2 Anchors and Ties: Each type.

1.4D.3 Joint Reinforcing: 1200 mm (48 inches) long each type.

1.4D.4 Glazed Structural Facing Tile: Clipped panels

(triplicate) of four wall units with base units, showing color range, each color and texture.

1.4E Sustainable Construction Submittals:

1.4E.1 Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 04 20 00 Unit Masonry

1.4F Certificates: Certify products comply with specifications.

1.4F.1 Solid and load-bearing concrete masonry units, including fire-resistant rated units.

1.4G Delegated Design Drawings and Calculations:

Signed and sealed by responsible design professional.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

SUBMITTAL REGISTER

Spec Section 05 12 00 Structural Steel Framing

CONTRACTOR

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D t o O th e r R e v w r

D a te

R C

D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

A c ti o n

S e n t to

C O

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Spec Section 05 12 00 Structural Steel Framing

1.3A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.3B Submittal Drawings:

1.3B.1 Show size, configuration, and fabrication and installation details.

1.3C Sustainable Construction Submittals:

1.3C.1 Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight.

1.3D Test Reports: Certify products comply with specifications.

1.3D.1 Welders' qualifying tests.

1.3E Certificates: Certify each product complies with specifications.

1.3E.1 Structural steel.

1.3E.2 Steel connections.

1.3E.3 Welding materials.

1.3E.4 Shop coat primer paint.

1.3F Qualifications: Substantiate qualifications comply with specifications.

1.3F.1 Fabricator

1.3F.2 Installer

1.3F.3 Welders and welding procedures.

1.3G Delegated Design Drawings and Calculations:

Signed and sealed by responsible

Architect/Engineer.

1.3G.1 Connection calculations.

1.3H Record Surveys: Signed and sealed by responsible surveyor or engineer.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

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Spec Section 05 50 00 Metal Fabrications

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A a te

R C

D f ro m C

O N

T R

D a te

F W

D t o O th e r R e v w r

D a te

R C

D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

A c ti o n

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Spec Section 05 50 00 Metal Fabrications

1.3A Submit in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.3B Manufacturer’s Literature and Data:

1.3B.1 Refer to Chart in Specification

1.3C. Shop Drawings:

1.3C.1 Each item specified, showing complete detail, location in the project, material and size of components, method of joining various components and assemblies, finish, and location, size and type of anchors.

1.3C.2 Mark items requiring field assembly for erection identification and furnish erection drawings and instructions.

1.3C.3 Provide templates and rough-in measurements as required.

1.3D Manufacturer's Certificates:

1.3D.1 Anodized finish as specified.

1.3D.2 Live load designs as specified.

1.3E Design Calculations for specified wind, earthquake, and live loads including dead loads.

1.3F Furnish setting drawings and instructions for installation of anchors to be preset into concrete and masonry work, and for the positioning of items having anchors to be built into concrete or masonry construction.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 06 10 00 Rough Carpentry

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A a te

R C

D f ro m C

O N

T R

D a te

F W

D t o O th e r R e v w r

D a te

R C

D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

A c ti o n

S e n t to

C O

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Spec Section 06 10 00 Rough Carpentry

1.3A Submit in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.3B Sustainable Design Submittals, as described below:

1.3B.1 Postconsumer and preconsumer recycled content as specified in PART 2 - PRODUCTS.

1.3B.2 Volatile organic compounds per volume as specified in PART 2 - PRODUCTS.

1.3B.3 For composite wood products, submit documentation indicating that product contains no added urea formaldehyde.

1.3C Shop Drawings showing framing connection details, fasteners, connections and dimensions.

1.3D Manufacturer’s Literature and Data:

1.3D.1 Submit data for lumber, panels, hardware and adhesives.

1.3D.2 Submit data for wood-preservative treatment from chemical treatment manufacturer and certification from treating plants that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained.

1.3D.3 Submit data for fire retardant treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Include physical properties of treated materials based on testing by a qualified independent testing agency.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 06 10 00 Rough Carpentry

1.3D.4 For products receiving a waterborne treatment, submit statement that moisture content of treated materials was reduced to levels specified before shipment to project site.

1.3E Manufacturer’s certificate for unmarked lumber.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

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Spec Section 07 11 13 Bituminous Dampproofing

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d

R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A a te

R C

D f ro m C

O N

T R

D a te

F W

D t o O th e r R e v w r

D a te R

C D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

A c ti o n

S e n t to C

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Spec Section 07 11 13 Bituminous Dampproofing

1.4A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.4B Manufacturer's Literature and Data:

1.4B.1 Description of each product.

1.4B.2 Application instructions.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 18 00 – Traffic Coatings

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d

R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A u a te

R C

D f ro m C

O N

T R

D a te

F W

D t o O th e r R e v w r

D a te

R C

D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

A c ti o n

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Spec Section 07 18 00 – Traffic Coatings

1.5A Action Submittals

1.5A.1 System Description: Submit complete description of proposed traffic coating system including materials, surface preparation, joint treatments, terminations, and cure times.

Include aggregate materials and repair materials for pitting, bug holes, popouts, and shallow scaling.

1.5A.2 Product Data: For each type of product, including installation instructions.

1.5A.2a Traffic Coating System

1.5A.2b Substrate Repair Material

1.5A.2c Primer

1.5A.2d Base Coat

1.5A.2e Intermediate Coat (grit coat)

1.5A.2f Top Coat

1.5A.2g Aggregate

1.5A.3 Shop Drawings: For traffic coatings.

1.4A.3a Include details for treating substrate joints and cracks, flashings, deck penetrations, and other termination conditions.

1.5A.3b Include proposed plan for grid layout to install each coat. Include quantities of materials, square footages, and yield calculations.

1.5A.3c Include proposed location of mockup area.

1.5A.4 Color: Submit Manufacturer’s standard color chart.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 18 00 – Traffic Coatings

1.5A.5 Sample Warranty: Submit sample warranty for approval prior to application.

1.5A.6 Samples for Verification: For each type of exposed finish, prepared on rigid backing.

1.5A.6a Provide stepped Samples on backing to illustrate buildup of traffic coatings. Samples shall be representative of color, thickness, and surface texture.

1.5B Informational Submittals

1.5B.1 Qualification Data:

1.5B.1a For Installer including projects, size, location, owner, and contact, engineer/architect and contact for projects that traffic coating system has been applied.

1.5B.1b Certification that Manufacturer has approved

Installer.

1.5B.1c For Manufacturer’s Representative.

1.5B.2 Certificates: For each type of traffic coating.

1.5B.2a Certification that the traffic coating system is compatible with all products in Divisions 3 and

7 to which it will come in contact.

1.5B.2b Certification of Manufacturer’s approval of surface preparation.

1.5B.2c Certification of Manufacturer’s approval of mockup area.

1.5B.2d Certification of Manufacturer’s project review and that traffic coating installation is in accordance with written recommendations.

1.5B.2e Written certification that recoat system is compatible with existing system.

1.5B.3 Field quality-control reports:

1.5B.3a Results of slab moisture testing completed in accordance with ASTM D 4263 Standard Test Method for Indicating Moisture in Concrete by Plastic

Sheet Method.

1.5B.3b Results of dry and wet film thickness testing and adhesive testing. Include date, weather, and other pertinent information.

1.5B.4 Applicator’s Manual: For each type of traffic coating.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 18 00 – Traffic Coatings

1.5B.5 Material Safety Data Sheets: For each product, solvent, or related chemicals to be used and certification that materials conform to local, state, and federal environmental and worker’s safety laws and regulations.

1.5B.6 Copies of purchase order and invoices indicating quantities and dates of material purchased.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 19 00 Water Repellents

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d

R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A u te

R C

D f ro m C

O N

T R

D a te

F W

D t o O th e r R e v w r

D a te

R C

D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

A c ti o n

S e n t to C

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Spec Section 07 19 00 WATER REPELLENTS

1.5A Action Submittals

1.5A.1 Certification:

1.5A.1a Concrete sealer is compatible with all products in Divisions 3, 7, and 9 to which it will come in contact.

1.5A.2 Manufacturer’s Spec Data Sheets of each product to be used.

1.5A.3 Qualification statement of Installer stating projects, size and location.

1.5A.4 Qualifications of Manufacturer's Representative.

1.5A.5 Sample Warranty prior to application.

1.5A.6 Include proposed plan for a grid layout to install sealer. Include quantities of materials, square footage, and yield calculations.

1.5B Informational Submittals

1.5B.1 Material Safety Data Sheets of each product, solvent, or related chemicals to be used and certification that the materials conform to local, state, and federal environmental and worker’s safety laws and regulations.

1.5B.2 Sequence of sealer placement. Sealer installation shall be coordinated to allow required minimum concrete cure times.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 19 00 Water Repellents

1.5B.3 Upon request, certification that sealer delivered to site conforms to all published data and that sealer chemical composition is same as that tested under NCHRP 244, Concrete Sealers for Protection of Bridge Structures.

1.5B.4 Results of slab moisture testing completed in accordance with ASTM D 4263 Standard Test Method for Indicating Moisture in Concrete by Plastic

Sheet Method.

1.5B.5 Certification of trial area acceptance.

1.5B.6 Listing of drum seal identification.

1.5B.7 Copies of purchase orders indicating quantities of sealer.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

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Spec Section 07 21 13 Thermal Insulation

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d

R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A a te

R C

D f ro m C

O N

T R

D a te

F W

D t o O th e r R e v w r

D a te R

C D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

A c ti o n

S e n t to C

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Spec Section 07 21 13 Thermal Insulation

1.4A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.4B Submittal Drawings:

1.4B.1 Show insulation type, thickness, and R-value for each location.

1.4C Manufacturer's Literature and Data:

1.4C.1 Description of each product.

1.4C.2 Adhesive indicating manufacturer recommendation for each application.

1.4D Sustainable Construction Submittals:

1.4D.1 Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight.

1.4D.2 Low Pollutant-Emitting Materials: Show volatile organic compound types and quantities.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 22 00 Roof And Deck Insulation

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d

R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A a te

R C

D f ro m C

O N

T R

D a te

F W

D t o O th e r R e v w r

D a te R

C D f ro m O th e r

R e v w r

A c ti o n C o d e

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A c ti o n

S e n t to C

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Spec Section 07 22 00 Roof And Deck Insulation

1.4A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.4B Submittal Drawings:

1.4B.1 Show size, configuration, and installation details.

1.4B.1a Nailers, cants, and terminations.

1.4B.1b Layout of insulation showing slopes, tapers, penetrations, and edge conditions.

1.4C Manufacturer's Literature and Data:

1.4C.1 Description of each product.

1.4D Samples:

1.4D.1 Roof insulation, each type.

1.4D.2 Fasteners, each type.

1.4E Sustainable Construction Submittals:

1.4E.1 Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight.

1.4E.2 Biobased Content:

1.4E.2a Show type and quantity for each product.

1.4E.3 Low Pollutant-Emitting Materials:

1.4E.3a Show volatile organic compound types and quantities.

1.4E.3b Certify each composite wood product contain no added urea formaldehyde.

1.4F Qualifications: Substantiate qualifications meet specifications.

1.4F.1 Installer.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

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Spec Section 07 54 23 Thermoplastic Polyolefin (TPO) Roofing

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d

R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A a te

R C

D f ro m C

O N

T R

D a te

F W

D t o O th e r R e v w r

D a te R

C D f ro m O th e r

R e v w r

A c ti o n C o d e

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A c ti o n

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Spec Section 07 54 23 Thermoplastic Polyolefin (TPO) Roofing

1.5A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.5B Submittal Drawings:

1.5B.1 Roof membrane layout.

1.5B.2 Roofing membrane fastener pattern and spacing.

1.5B.3 Roofing membrane seaming and joint details.

1.5B.4 Roof membrane penetration details.

1.5B.5 Base flashing and termination details.

1.5B.6 Paver layout.

1.5B.7 Paver anchoring locations and details.

1.5C Manufacturer's Literature and Data:

1.5C.1 Description of each product.

1.5C.2 Minimum fastener pullout resistance.

1.5C.3 Installation instructions.

1.5C.4 Warranty.

1.5D Samples:

1.5D.1 Roofing Membrane: 150 mm (6 inch) square.

1.5D.2 Base Flashing: 150 mm (6 inch) square.

1.5D.3 Fasteners: Each type.

1.5D.4 Roofing Membrane Seam: 300 mm (12 inches) square.

1.5E Sustainable Construction Submittals:

1.5E.1 Solar Reflectance Index (SRI) for roofing membrane.

1.5E.2 Biobased Content:

1.5E.2a Show type and quantity for each product.

1.5E.3 Low Pollutant-Emitting Materials:

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 54 23 Thermoplastic Polyolefin (TPO) Roofing

1.5E.3a Show volatile organic compound types and quantities.

1.5E.4 Energy Star label for roofing membrane.

1.5F Certificates: Certify products comply with specifications.

1.5F.1 Fire and windstorm classification.

1.5F.2 Energy performance requirements.

1.5G Qualifications: Substantiate qualifications comply with specifications.

1.5G.1 Installer, including supervisors with project experience list.

1.5G.2 Manufacturer's field representative with project experience list.

1.5H Field quality control reports.

1.5I Temporary protection plan. Include list of proposed temporary materials.

1.5J Operation and Maintenance Data:

1.5J.1 Maintenance instructions.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 60 00 Flashing and Sheet Metal

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A a te

R C

D f ro m C

O N

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D a te

F W

D t o O th e r R e v w r

D a te

R C

D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

A c ti o n

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Spec Section 07 60 00 Flashing and Sheet Metal

1.5A Submit in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.5B Shop Drawings: For all specified items, including:

1.5B.1 Flashings

1.5B.2 Copings

1.5B.3 Gutter and Conductors

1.5B.4 Expansion joints

1.5B.5 Fascia-cant

1.5C Manufacturer's Literature and Data: For all specified items, including:

1.5C.1 Expansion joint cover, each type

1.5C.2 Nonreinforced, elastomeric sheeting

1.5C.3 Polyethylene coated copper

1.5C.4 Fascia-cant

1.5D Certificates: Indicating compliance with specified finishing requirements, from applicator and contractor.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 71 00 Roof Specialties

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d

R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A a te

R C

D f ro m C

O N

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D a te

F W

D t o O th e r R e v w r

D a te R

C D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

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Spec Section 07 71 00 Roof Specialties

1.5A Submit in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.5B Sustainable Design Submittals, as described below:

1.5B.1 Postconsumer and preconsumer recycled content as specified in PART 2 - PRODUCTS.

1.5C Samples: Representative sample panel of color-anodized aluminum not less than 101 x 101 mm (4 x 4 inches), except extrusions are to be of a width not less than section to be used. Submit sample that shows coating with integral color and texture. Include manufacturer's identifying label.

1.5D Shop Drawings: Each item specified showing design, details of construction, installation and fastenings.

1.5E Manufacturer's Literature and Data: Each item specified.

1.5F Certificates: Stating that aluminum has been given specified thickness of anodizing.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 84 00 Firestopping

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

T ra n s m it ta l

P a ra g ra p h

Description

R e q u ir e d R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

A c ti o n C o d e

D a te o f

A c ti o n

D a te

F W

D t o A

P P

R A a te

R C

D f ro m C

O N

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D a te

F W

D t o O th e r R e v w r

D a te

R C

D f ro m O th e r

R e v w r

A c ti o n C o d e

D a te o f

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Spec Section 07 84 00 Firestopping

1.3A Submit in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.3B Sustainable Design Submittals, as described below:

1.3B.1 Volatile organic compounds per volume as specified in PART 2 - PRODUCTS.

1.3C Installer qualifications.

1.3D Inspector qualifications.

1.3E Manufacturers literature, data, and installation instructions for types of firestopping and smoke stopping used.

1.3F List of FM, UL, or WH classification number of systems installed.

1.3G Certified laboratory test reports for ASTM E814 tests for systems not listed by FM, UL, or WH proposed for use.

1.3H Submit certificates from manufacturer attesting that firestopping materials comply with the specified requirements.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

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Spec Section 07 92 00 Joint Sealants

CONTRACTOR

SCHEDULE DATES

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ACTION

DATES

APPROVING AUTHORITY

DATES

Remarks

A c ti v it y

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Description

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A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

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D a te o f

A c ti o n

D a te

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D t o A

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Spec Section 07 92 00 Joint Sealants

1.4A Submit in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.4B Sustainable Design Submittals, as described below:

1.4B.1 Volatile organic compounds per volume as specified in PART 2 - PRODUCTS.

1.4C Installer qualifications.

1.4D Contractor certification.

1.4E Manufacturer's installation instructions for each product used.

1.4F Cured samples of exposed sealants for each color.

1.4G Manufacturer's Literature and Data:

1.4G.1 Primers

1.4G.2 Sealing compound, each type, including compatibility when different sealants are in contact with each other.

1.4H Manufacturer warranty.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 07 95 13 Expansion Joint Cover Assemblies

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CONTRACTOR

ACTION

DATES

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A c ti v it y

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A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

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Spec Section 07 95 13 Expansion Joint Cover Assemblies

1.5A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.5B Submittal Drawings:

1.5B.1 Include large-scale details indicating profiles of each type of expansion joint cover, splice joints between joint sections, transitions to other assemblies, terminations, anchorages, fasteners, and relationship to adjoining work and finishes.

1.5B.2 Show size, configuration, and fabrication and installation details.

1.5B.3 Include composite drawings showing work specified in other Sections coordinated with expansion joints.

1.5C Manufacturer's Literature and Data:

1.5C.1 Description of each product specified.

1.5C.2 Show movement capability of each cover assembly and suitability of material used in exterior seals for ultraviolet exposure.

1.5C.3 Description of materials and finishes.

1.5C.4 Installation instructions.

1.5D Samples: Submit 300 mm (12 inch) long samples.

1.5D.1 Each type and color of metal finish for each required thickness and alloy.

1.5D.2 Each type and color of flexible seal.

1.5E Sustainable Construction Submittals:

1.5E.1 Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

CONTRACTOR: TASK ORDER NO:

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Spec Section 07 95 13 Expansion Joint Cover Assemblies

1.5E.2 Low Pollutant-Emitting Materials:

1.5E.2a Identify volatile organic compound types and quantities.

1.5F Qualifications: Substantiate qualifications comply with specifications.

1.5F.1 Installer.

1.5G Certificates: Indicate products comply with specifications.

1.5G.1 Fire rated expansion joint cover assemblies.

1.5H Operation and Maintenance Data:

1.5H.1 Care instructions for each exposed finish product.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 08 11 13 Hollow Metal Doors and Frames

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Spec Section 08 11 13 Hollow Metal Doors and Frames

1.4A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.4B Submittal Drawings:

1.4B.1 Show size, configuration, and fabrication and installation details.

1.4C Manufacturer's Literature and Data:

1.4C.1 Description of each product.

1.4C.2 Include schedule showing each door and frame requirements fire label for openings.

1.4C.3 Installation instructions.

1.4D Sustainable Construction Submittals:

1.4D.1 Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight.

1.4E Test reports: Certify products complywith specifications.

1.4E.1 Sound rated door.

1.4F Qualifications: Substantiate qualifications comply with specifications.

1.4F.1 Manufacturer.

PROJECT NO: 605-353 | ACG: 21-238 CONTRACT NO: 36C77621C0085

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Spec Section 08 41 13 Aluminum-Framed Entrances and Storefronts

CONTRACTOR

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CONTRACTOR

ACTION

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R e q u ir e d

R e v ie w b m it

A p p ro v a l N e e d e d B y

M a te ri a l N e e d e d B y

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C D f ro m O th e r

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Spec Section 08 41 13 Aluminum-Framed Entrances and Storefronts

1.5A Submittal Procedures: Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.5B Submittal Drawings:

1.5B.1 Show size,…