Attachment 1 SOW Revised 10 Jul 2020.pdf

Repair Replace Chiller and Cooling tower KELL203743

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.10 JBSA SUMMARY OF WORK

01 14 00 JBSA WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 19.00 44 PROJECT MEETING

01 32 01.00 10 PROJECT SCHEDULE

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 SUSTAINABILITY REPORTING

01 35 13.10 00 SPECIAL PROCEDURES-SURVEYING

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

01 35 13.30 00 SPECIAL PROJECT PROCEDURES- GIS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 [DESIGN AND ]CONSTRUCTION QUALITY CONTROL

01 45 00.00 20 CONTRACTOR QUALITY CONTROL

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 54 23.00 SCAFFOLDING TUBULAR STEEL

01 56 00.00 44 DUST CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 71 23.16 CUTTING AND PATCHING

01 72 00.00 44 ALTERATIONS TO EXISTING FACILITIES

01 74 19.00 CONSTRUCTION WASTE MANAGEMENT

01 77 00.00 20 CONTRACT CLOSEOUT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING

02 41 00 [DEMOLITION][ AND ][DECONSTRUCTION]

02 51 13 PRECIPITATION/COAGULATION/FLOCCULATION WATER TREATMENT

02 53 16 REMEDIATION OF CONTAMINATED SOILS BY THERMAL DESORPTION

02 55 00 SOLIDIFICATION/STABILIZATION (S/S) OF CONTAMINATED

MATERIAL

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 61 23 REMOVAL AND DISPOSAL OF PCB CONTAMINATED SOILS

02 62 16.13 10 OPERATION, MAINTENANCE, AND PROCESS MONITORING FOR SOIL

VAPOR EXTRACTION (SVE) SYSTEMS

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

02 85 00 MOLD REMEDIATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

DIVISION 26 - ELECTRICAL

26 24 16.00 40 PANELBOARDS

PROJECT TABLE OF CONTENTS Page 1

FA301620B0007 Attachment 1 10 JUL 2020

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.10

JBSA SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Demolition

1.2.2.1 Civil

1.2.2.1.1 Clearing

1.2.2.1.2 Earthwork

1.2.2.1.3 Hazardous Waste Remediation

1.2.2.1.4 Other Site Preparation

1.2.2.2 Architectural

1.2.2.3 Mechanical

1.2.2.4 Electrical

1.2.2.5 Plumbing

1.2.2.6 Environmental

1.2.2.7 Fire

1.2.3 New Work

1.2.3.1 Civil

1.2.3.2 Architectural

1.2.3.3 Mechanical

1.2.3.4 Electrical

1.2.4 Location

1.3 CONTRACT DRAWINGS

1.4 EXISTING WORK

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

1.5.1 Delivery Schedule

1.5.2 Delivery Location

1.6 GOVERNMENT-INSTALLED WORK

1.7 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.10 Page 1

SECTION 01 11 00.10

JBSA SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Salvage Plan

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes a design - build project KELL203743 (TriRiGa 1093743) for building 2028 Lackland AFB - JBSA. The contractor is to provide services and expertise for the replacement of two air cooled chillers with high efficiency equipment, pumps, valves, actuators and piping. The contractor shall provide quality controls, tools, equipment, labor, materials, supplies, transportation and supervision to acomplish the work. Address all items and identify any elements that impact cost, functional/operational relationships, maintenance, energy and life cycle costs, utilities, environmental/historical issues, aesthetics and design standards, engineering systems, and other specific items. Validate/draft the 1391 and/or form the basis to adjust the programming document for both cost and scope. and incidental related work.

This project shall replace 400-ton water-cooled chiller system in building 2028, JBSA - Lackland. Building 2028 is a two story administrative facility and a gross area of approximately 140,784 square feet.

The work will include the following:

DEMOLITION:

Remove water cooled Chiller and cooling tower. The cooling tower structure shall be removed and replaced with simlar structure. The exisitng concrete columns/piers and metal frame shall be demolished.

Remove Chilled water pumps.

Remove Chilled water supply and return piping system in the mechanical room (existing pipe system can be reused as practicable).

Remove all Chilled water valves and actuators.

Remove Electrical wiring and switches.

Remove DDC control systems.

NEW WORK:

SECTION 01 11 00.10 Page 2

Provide and install water cooled chiller and cooling tower. Cooling tower to be sized for capacility/load and to be installed at location of the existing cooling tower. Cooling tower structure shall be sized to support load as per manufactuers recommmendations. Conrete columns and piers shall used to elevate tower for proper air flow. Steel frame shall be designed to support cooling tower on crete piers/columns.

Provide and install Chilled water pumps.

Provide and install Chilled water supply and return piping system in the mechanical room (existing pipe system can be reused as practicable). All piping system shall be insulated.

Provide and install all Chilled water valves and actuators.

Provide and install Electrical wiring and switches.

Provide and install DDC control systems.

All installed HVAC systems, controls shall meet the JBSA HVAC Class J&A list. The contractor shall use "TRANE" HVAC equipment as per HVAC Class J&A listing.

Contractor shall commission all installed equipment to assure acceptable working condition. Issues shall be reported.

Contractor shall perform testing and balancing of system as best to their ability and provide a report.

The facility shall remain in operation during construction. All work shall be coordinated with facility occupants in such a way as to minimize disruption to facility operations. Contractor to provide asbestos and lead based paint testing and report for the mechanical area in which the work is to be performed. If found hazardus, removal of material will be as directed by Section 01 57 20 Envirmental Protection.

The specifcations provided below are to be used as a starting point. The contractor shall be responsible for the full specifications to acomplish the task order.

[[ 1.2.2 Demolition

][ 1.2.2.1 Civil

1.2.2.1.1 Clearing

Text

1.2.2.1.2 Earthwork

Text

1.2.2.1.3 Hazardous Waste Remediation

Text

1.2.2.1.4 Other Site Preparation

Text

SECTION 01 11 00.10 Page 3

][ 1.2.2.2 Architectural

][ 1.2.2.3 Mechanical

][ 1.2.2.4 Electrical

][ 1.2.2.5 Plumbing

Text

][ 1.2.2.6 Environmental

Text

][ 1.2.2.7 Fire

Text

] ]][ 1.2.3 New Work

Text

[ 1.2.3.1 Civil

][ 1.2.3.2 Architectural

][ 1.2.3.3 Mechanical

][ 1.2.3.4 Electrical

] ] 1.2.4 Location

The work is located at JBSA _ Lackland AFB, Building 2058 , approximately as indicated. The exact location will be shown by the Contracting Officer.

[ 1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Contract drawings are contractor's responsiblity.

Drawing No. [_____] Sheets 1 through [_____]

_Two sets of full size contract drawings and specifications will be furnished to the Contractor without charge. Reference publications will not

SECTION 01 11 00.10 Page 4 be furnished. Immediately check furnished drawings and notify the Government of any discrepancies.

[ 1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

][ 1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

1.5.1 Delivery Schedule

] 1.5.2 Delivery Location

][ 1.6 GOVERNMENT-INSTALLED WORK

][ 1.7 SALVAGE MATERIAL AND EQUIPMENT

] PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00.10 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

JBSA WORK RESTRICTIONS

11/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SPECIAL SCHEDULING REQUIREMENTS

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

1.4.1.1 Subcontractors and Personnel Contacts

1.4.1.2 Installation Access

1.4.1.3 Government Housing Areas

1.4.1.4 No Smoking Policy

1.4.2 Emergency Response Requirement

1.4.3 Radioactive Materials and Equipment (Use and Storage)

1.4.4 Work Outside Regular Hours

1.4.5 Permits and Requests

1.4.5.1 Digging Permits / Utility Locate

1.4.5.2 Utility Outage Permit

1.4.5.3 Hot Work Permits

1.4.5.4 Road Closure Approval Requests

1.4.6 Occupied and Existing Building[s]

1.5 PERMANENT UTILITIES

1.5.1 Water Meter

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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SECTION 01 14 00 Page 1

SECTION 01 14 00

JBSA WORK RESTRICTIONS

11/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. AIR FORCE (USAF)

AFI 40-201 (Incorporating Change 1, 17 December 2015) Radioactive Materials (RAM) Management

AFI 48-148 (20 NOVEMBER 2014) Ionizing Radiation Protection

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals list of Contract Personnel; G

Installation Access

1.3 SPECIAL SCHEDULING REQUIREMENTS

All medical and mission critical areas will remain in operation during the entire construction period. The contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter restricted areas unless required to do so and cleared for such entry. Mark all Contractor equipment for identification.

Building 2028 is a secure administrative office and warehouse facility

SECTION 01 14 00 Page 2 located within a secure compound. Contractor personnel will be issued temporary credentials(white badges) and will be escorted at all times.

Entry to the facility and coordination and accomplishment of work in a secure facility is significantly more difficult and time consuming than on standard base facilities. The work associated with this task order is located in the mechanical room and the exterior mechanical yard. Building entrance should sould be unnecessary.

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contract personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency, As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Non DOD persons,Contractors, vendors, etc requiring entry to JBSA installation Lackland shall be sponsored by an authorized DBIDS registered DOD ID card holder.

Sponsors must notify the Security Forces Visitor Control Center for the installation that access is required no later than 10 days prior to the requested entry date. Sponsors or Authorizing Official must request the permit in writing or via email from a .mil address to the Visitor Control Center. An Application for the Installation Access Credential form will be submitted by the Sponsor or Official to the Pass and Registration Office.

Contractor and vendor companies requiring access to JBSA shall provide the credential information for their employees to the sponsor in order to process the access.

All construction contractor employees shall have:

a. One form of picture identification

b. Provide personal (full name, date of birth, ID type, ID number, and state or country) and vehicle information.

The following is also required for passes 60 days or longer:

a. A memo from the construction company on company letterhead stating the reason for entry, contract number, project start and end date, and the location at JBSA of where the jobsite is located.

1.4.1.3 Government Housing Areas

a. Haul routes to and from constructions sites cannot go through the housing, residential areas.

b. When working inside a housing area, working hours are limited to 0800 (8 am) to 1600 (4 pm) unless otherwise approved by the Contracting Officer.

1.4.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding

SECTION 01 14 00 Page 3 tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.

1.4.2 Emergency Response Requirement

Contractors reporting an emergency should provide the 9-1-1 dispatcher with the following information:

a. Building number, address or general location

b. Name

c. Phone number

d. Emergency information (cause of fire, explosion, natural gas leak, injuries, etc.)

e. Please, do not hang up the phone until directed by the 9-1-1 dispatcher.

IMPORTANT: If calling 9-1-1 from a mobile phone on any JBSA location you will be directed to the local 9-1-1 dispatcher. Advise the local dispatcher of your JBSA location. Immediately, the local dispatcher will transfer the 9-1-1 phone call to a JBSA emergency dispatcher.

1.4.3 Radioactive Materials and Equipment (Use and Storage)

a. Non-Air Force agencies, including contractors, who intend to use, or store, radiation sources on Joint Base San Antonio, Fort Sam Houston and Camp Bullis must obtain proper authorization in accordance with the above references AFI 40-201 and AFI 48-148 . Non-Air Force agencies will not use radiation sources on referenced locations without an approved Department of the Air Force Radiation Permit. Such equipment typically includes equipment for Soil Density Testing, Lead-Based Paint Analysis (X-Ray fluorescent analyzer), etc.

b. Non-Army agencies (including civilian contractors) require an Air Force Radiation Permit(s)(AFRP) to use or possess ionizing radiation sources on an Air Force installation. For the purpose of this paragraph, ionizing radiation source means any source that, if held or owned by an Air Force organization, would require a specific NRC license or Air Force radiation authorization - ARA.

c. The non-Air Force applicant will apply by letter with supporting documentation through the Installation Radiation Safety Officer (RSO).

Submit the letter so that the installation representative receives the application at least thirty (30) days before the requested start date of the permit.

d. The Air Force radiation permit (AFRP) application will specify start and stop dates for the AFRP and describe for what purposes the applicant needs the AFRP. See the document in Appendix A for AFRP requirements and instructions to apply for a permit. The following information shall be submitted to the RSO for the AFRP request.

1) Brief Description of Proposed Activities

2) The applicant possesses a valid U.S. Nuclear Regulatory Commission (NRC) Form 347 material license that allows the applicant to use the source as specified in the AFRP application.

3) The applicant possesses a valid Agreement State or Radioactive Material License (Texas Department of Health, Bureau of Radiation Control) license that allows the applicant to use radioactive

SECTION 01 14 00 Page 4 material (RAM) as specified in the AFRP application and the applicant has filed NRC Form 241, Report of Proposed Activities in Non-Agreement States, with the NRC in accordance with 10 CFR

150.20. A copy of the NRC Rom 241, must accompany the TRC Form 12-1. An AFRP issued under this circumstance will be valid for no more than 180 days in any calendar year.

4) Project Local Point of Contact: Name, Address, and Phone.

5) Company Radiation Safety Officer: Name, Address, and Phone.

6) Copy of Contractual Clause of the Air Force/Army Contract describing work to be performed and inclusive dates (from the contract)

7) Provide log of actual equipment usage to the JBSA-FSH RSO.

8) Leak test documentation for the equipment with the radioactive source(s).

9) Site map defining area where radioactive materials/equipment is to be used.

10) Radiation Safety Program to include standard operating procedures (SOP), training program and designation of Radiation Protection/Safety Officer.

11) Written confirmation that the JBSA-FSH RSO can conduct periodic assessments and has authority to suspend contractor operations believed to be unsafe.

12) For naturally occurring or accelerator produce radioactive material (NORM/NARM) and machine-produced ionizing radiation sources, the applicant has an appropriate State authorization that allows the applicant to use the source as specified in the AFRP application or has in place a radiation safety program that complies with Air Force requirements.

e. All AFRPs will require applicants to remove all permitted sources from Air Force property by the end of the work day. (Ft. Sam Houston policy, no radiation producing equipment will be stored on Ft. Sam Houston and Camp Bullis property overnight).

f. Disposal of radioactive material (RAM) by non-Air Force agencies on Air Force property is strictly prohibited. 3.2.3 Review, Approval/Disapproval. Review of the permit request and subsequent approval/disapproval requires approximately 30 days.

g. Submission of Application. Submit three copies of the application with the required supporting documentation to 502nd Air Base Wing Safety Office, Safety Point of Contact:

JBSA Installation Radiation Protection Officer (RSO) 59th Medical Wing/SGPB 559 MDW Office Telephone No: 210.671-7205

SECTION 01 14 00 Page 5

1.4.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 14 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours..

1.4.5 Permits and Requests

All permit requests must include at minimum the following:

a. Site Map (8" x 11" or 8" x 14") 5 complete copies

b. 100% Construction Drawings 5 complete copies

c. Project Name and Number

d. Contractor & Subcontractor Name

e. Brief Description of Work - Identify all buildings and/or facilities possibly affected.

f. Desired Date for Work to Begin

g. Estimated Duration of Work

h. 14 Day Advance Notice minimum, unless otherwise noted.

i. Contractor's Representative Contact Information

1.4.5.1 Digging Permits / Utility Locate

a. Digging permits must be obtained prior to prior to any digging, drilling or any excavation work.

b. Digging permit /utility locates are available by submitting the completed US Air Force Form 103 located in Appendix A to the 802D CES Construction Manager.

c. Contractor to allow 30 calendar days for Government review of digging permit requests. A digging permit for a specified area of excavation expires 30 days after the issue date; the contractor shall re-apply for a new permit to perform excavation in the area if the excavation was not started within the 30-day period.

d. Permits will identify all underground utilities within 5 feet of the designated area. Contractor shall be responsible for all repairs, costs, and damages due to excavating without permit or damaging an identified utility.

1.4.5.2 Utility Outage Permit

a. Contractor shall complete and submit a written request 30 days in advance of the requested utility outage to CES Utility Manager through the 802D CES Construction Manager. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration. Form 103 included in Appendix A can also be used for

SECTION 01 14 00 Page 6 the request.

b. Contractor shall be responsible to coordinate with CPS Energy about any energy or gas outage request. This coordination is separate than the government coordination.

c. Provide CES Construction Manager a copy of the written Utility Outage request.

d. After submitting the request to the government, the contractor shall received approval from the government prior to schedule a utility outage.

1.4.5.3 Hot Work Permits

Under no circumstances shall hot work operations start without a hot work permit.

All welding and cutting operations shall be performed in accordance with National Fire Protection Association NFPA Standard 5lB Fire Prevention during Welding, Cutting, and Other Hot Work. Contact the site specific JBSA fire department to request an AF Form 592 USAF Welding, Cutting and Brazing Permit. Ensure a copy of the AF Form 592 is located on site. Phone numbers are:

JBSA-Ft Sam Houston/Camp Bullis Fire Prevention

(210) 221-2727

JBSA-Lackland Fire Prevention (210) 671-2921

JBSA-Randolph Fire Prevention (210) 652-6915

Permits expire in 30 days. If work will extend beyond 30 day period the contractor shall contact JBSA Fire and Emergency Services to re-issue a new permit.

1.4.5.4 Road Closure Approval Requests

a. Road closings will not be permitted without approval. To get approval for a proposed road closure contractor shall submit a traffic control plan to the 802D CES Project Manager prior to anticipated need for closure

b. The Contractor traffic control plan will include each section of road that will be worked on or impacted as a result of this contract. The traffic control plan shall be in accordance with "Traffic Controls for Street and Highway Construction and Maintenance Operations" of the latest edition of the "Texas Manual on Uniform Traffic Control Devices."

c. Contractor will provide traffic control signs and barricades for all street widening and extensions. At least one lane of traffic must be maintained at all times.

[ 1.4.6 Occupied and Existing Building[s]

The Contractor shall be workingin an existing buildingwhich is occupied.[

SECTION 01 14 00 Page 7

Do not enter the building[s] without prior approval of the Contracting Officer.]

[ The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

] ] 1.5 PERMANENT UTILITIES

1.5.1 Water Meter

A main water meter shall be installed by the Contractor at each building or facility. Water meters will be equipped with electronic or radio frequency (RF) transmitters for remote monitoring as specifically required by the contract

a. Meter will be provided and installed by the Contractor.

b. Billing agreements – will be responsibility of the CES.

c. Time Frame – 14 Days (will run concurrent with digging permit).

d. Procedure – See CES Construction Manager for instructions, digging permit, locating, etc.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 14 00 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 CONTRACTOR SPECIAL REQUIREMENTS

1.5.1 Asbestos Containing Material

1.5.2 Space Temperature Control, HVAC TAB, and Apparatus Inspection

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.7 PRECONSTRUCTION CONFERENCE

1.7.1 Start of Construction Work

1.8 PARTNERING

1.9 AVAILABILITY OF CADD DRAWING FILES

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of work, during work, prior to cover up of permanently concealed work, and at completion of work. Color digital photographs, in JPEG format, shall be provided to the Contracting Officer [weekly] [with each progress payment] for unrestricted use by the Government.

[ 1.5 CONTRACTOR SPECIAL REQUIREMENTS

[ 1.5.1 Asbestos Containing Material

All contract requirements of Section 02 82 00, ASBESTOS REMEDIATION assigned to the Private Qualified Person (PQP) shall be accomplished directly by a first tier subcontractor.

][ 1.5.2 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section 23 05 93 TESTING, ADJUSTING AND

SECTION 01 30 00 Page 2

BALANCING FOR HVAC shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 05 93 shall be accomplished by a second tier subcontractor.

] ] 1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have experience in construction on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting project specifications, project schedule, and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

[ For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

] 1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend JBSA Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the safety program, quality control program, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.7.1 Start of Construction Work

If the Contractor has submitted the Accident Prevention (Safety) Plan, Quality Control Plan, and Environmental Protection Plan for review prior to this meeting, these may be accepted in to or accepted with comments at the conference. Construction work will not proceed until after this meeting has been held, the plans noted above have been accepted, and the Notice to Proceed has been received and acknowledged by the Contractor.

SECTION 01 30 00 Page 3

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key Stakeholders from the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor. The Partners will determine the frequency of the follow-on sessions.

[ 1.9 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

SECTION 01 30 00 Page 4

] 1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 31 19.00 44

PROJECT MEETING

11/15

PART 1 GENERAL

1.1 PRECONSTRUCTION CONFERENCE

1.1.1 Start of Construction Work

1.2 OTHER MEETINGS

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

-- End of Section Table of Contents --

SECTION 01 31 19.00 44 Page 1

SECTION 01 31 19.00 44

PROJECT MEETING

11/15

PART 1 GENERAL

1.1 PRECONSTRUCTION CONFERENCE

Approximately three weeks after award of the contract and prior to the start of any construction work an authorized representative of the Contracting Officer will schedule and conduct a preconstruction conference.

The Contractor's Project Manager, Superintendent, and Quality Control Manager will attend this meeting. The Contractor is encouraged to have an officer of his company and representation from his sub-contractors at this conference. This conference will be held at the location specified by the Contracting Officer's authorized representative. Minutes of the meeting will be prepared by the Government and signed by both the Contractor and the Contracting Officer. The minutes shall become a part of the contract file.

1.1.1 Start of Construction Work

If the Contractor has submitted the Accident Prevention (Safety) Plan, Quality Control Plan, Environmental Protection Plan for review prior to this meeting, these may be accepted in to or accepted with comments at the conference. Construction work will not proceed until after this meeting has been held, the plans noted above have been accepted, and the Notice to Proceed has been received and acknowledged by the Contractor.

1.2 OTHER MEETINGS

Construction Quality Control meetings and conferences are specified in Section 01 45 00.00 20 QUALITY CONTROL. Other meetings are specified in various Division 1 and technical sections.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

] -- End of Section --

SECTION 01 31 19.00 44 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 QUALIFICATIONS

1.2 SUBMITTALS

PART 2 NOT USED

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT

3.3 PROJECT SCHEDULE

3.3.1 AF IMT 3064

3.3.2 Use of the Critical Path Method

3.3.3 Level of Detail Required

3.3.4 Project Schedule Submissions

3.3.4.1 Preliminary Project Schedule Submission

3.3.4.2 Initial Project Schedule Submission

3.3.4.3 Periodic Schedule Updates

3.3.5 Periodic Progress Meetings

3.3.5.1 Update Submission Following Progress Meeting

3.3.5.2 Progress Meeting Contents

3.3.6 Submission Requirements

3.3.6.1 Change Justification

3.3.6.2 Additional Submission Requirements

3.3.7 Ownership of Float

-- End of Section Table of Contents --

SECTION 01 32 01.00 10 Page 1

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 QUALIFICATIONS

The Contractor shall designate an authorized representative who shall be responsible for the preparation of all required project schedule reports.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Project Schedule CPM; G

PART 2 NOT USED

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

A Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers, subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.2 BASIS FOR PAYMENT

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor's progress for the purposes of payment. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum allowed by Contract, each payment period, until revisions to the Project Schedule have been made.

SECTION 01 32 01.00 10 Page 2

3.3 PROJECT SCHEDULE

The computer software system utilized by the Contractor to produce the Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 AF IMT 3064

Use of the AF IMT 3064 will be the normal requirement for contractor construction schedule as part of this contract and shall include the required items, submittals, level of detail and contract requirements listed below for critical path method activities (Work Elements), in this paragraph C. through F and as detailed in the Instructions to Contractors on the reverse side of the AF IMT 3064, Form.

3.3.2 Use of the Critical Path Method

3.3.3 Level of Detail Required

e.

SECTION 01 32 01.00 10 Page 3

3.3.4 Project Schedule Submissions

3.3.4.1 Preliminary Project Schedule Submission

3.3.4.2 Initial Project Schedule Submission

3.3.4.3 Periodic Schedule Updates

3.3.5 Periodic Progress Meetings

3.3.5.1 Update Submission Following Progress Meeting

3.3.5.2 Progress Meeting Contents

3.3.6 Submission Requirements

3.3.6.1 Change Justification

3.3.6.2 Additional Submission Requirements

3.3.7 Ownership of Float

-- End of Section --

SECTION 01 32 01.00 10 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

1.3 SCHEDULE FORMAT

1.3.1 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 3-WEEK LOOK AHEAD SCHEDULE

1.6 CORRESPONDENCE AND TEST REPORTS:

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 32 16.00 20 Page 1

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Baseline Construction Schedule; G

Baseline Design Schedule; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Design Schedule and Baseline Construction Schedule in the form of a in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Design and Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

SECTION 01 32 16.00 20 Page 2

1.4 SCHEDULE MONTHLY UPDATES

Update the Design and Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

SECTION 01 32 16.00 20 Page 3

1.6 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 16.00 20 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 16.00 10

DESIGN DATA (DESIGN AFTER AWARD)

05/16

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 DEFINITIONS

1.3.1 Designer of Record (DOR)

1.3.2 Government Furnished Material (GFM)

1.3.3 Model Element

1.3.4 Facility Data

1.3.5 Partnering

1.4 PRECONSTRUCTION ACTIVITIES

1.4.1 Design Quality Control Plan

1.4.2 Meetings and Conferences

1.4.2.1 Post Award Conference

1.4.2.2 Initial Design Conference

1.4.2.3 Pre-Construction Conference

1.5 SUBMITTALS

1.6 DESIGN QUALITY CONTROL

1.6.1 Design And Code Checklists

1.7 DELIVERY, STORAGE, AND HANDLING

1.7.1 Electronic Design Submittal

1.7.1.1 Malicious Content

1.7.1.2 Storage Media

1.7.2 Model File Packaging

1.7.2.1 Autodesk Revit, Civil3D, AutoCAD

1.7.3 PDF File Packaging

1.7.3.1 Bookmarking

1.7.4 Hardcopy Design Submittal

PART 2 PRODUCTS

2.1 DESIGN DRAWINGS

2.1.1 Electronic Drawing Files

2.1.2 Drawing Index

2.1.3 Shop Drawings Used as Design Drawings

2.1.3.1 Drawing Format For Shop Drawings Used as Design Drawings

2.1.3.2 Identification of Shop Drawings Used as Design Drawings

2.1.4 Seal on Documents

2.2 SPECIFICATIONS

2.2.1 Specifications Format

2.2.2 Identification of Manufacturer's Product Data Used as

Specifications.

2.2.3 Specifications Packaging

2.2.4 Specification Deliverable

2.3 DESIGN ANALYSIS

2.3.1 Design Requirements and Provisions

SECTION 01 33 16.00 10 Page 1

2.3.1.1 Civil

2.3.1.2 Environmental

2.3.1.3 Architectural

2.3.1.4 Structural

2.3.1.5 Mechanical

2.3.1.6 Electrical

2.3.1.7 Fire Protection and Life Safety

2.3.1.8 Physical Security

2.3.1.9 Cybersecurity

2.3.2 Operations and Maintenance (O&M) Provisions

2.3.3 Design Analysis Packaging

2.3.3.1 Assembly and Identification

2.3.4 Calculations

PART 3 EXECUTION

3.1 DESIGN SUBMITTALS

3.2 DESIGN SUBMITTALS PHASES

3.2.1 Interim Design Submittals

3.2.1.1 Interim Design Development Management

3.2.1.2 Over-the-Shoulder Progress Review

3.2.1.3 Interim Design Development Review Waiver

3.2.2 Final Design Submissions

3.2.3 Design Complete Submittals

3.3 DESIGN PLATFORM AND FILE FORMATS

3.3.1 GIS

3.3.2 CAD

3.3.2.1 Native CAD Authoring Content

3.4 DESIGN CONFIGURATION MANAGEMENT (DCM)

3.4.1 Procedures

3.4.2 Tracking Design Review Comments

3.5 DISCIPLINE DESIGN REQUIREMENTS

3.5.1 Geotechnical Investigations and Reports

3.5.1.1 Inconsistency with the Preliminary Soils Information

3.5.1.2 Vehicle Pavements

3.5.1.3 Certification

3.5.2 Civil Site and Utilities Design Contents

3.5.3 Structural Systems

3.5.3.1 General

3.5.4 Anti-Terrorism/Force Protection (ATFP)

3.5.5 Architectural

3.5.6 Interior Design

3.5.6.1 Structural Interior Design (SID) Requirements

3.5.6.1.1 Format and Schedule

3.5.6.1.2 Structural Interior Design Documents

3.5.6.1.2.1 Finish Color Schedule

3.5.6.1.2.2 Interior Finish Plans

3.5.6.1.2.3 Furniture Footprint Plans

3.5.6.1.2.4 Interior Signage

3.5.6.1.2.5 Interior Elevations, Sections and Details

3.5.6.2 Furniture, Fixtures and Equipment (FF&E) Requirements

3.5.6.2.1 Scope and Design Requirements

3.5.6.2.1.1 Project Requirements

3.5.6.2.1.2 Design Direction

3.5.6.2.2 Acquisition and Procurement

3.5.6.2.2.1 Mission Unique Equipment

3.5.6.2.2.2 Sources

3.5.6.2.3 Format and Submittal Requirements

3.5.6.2.3.1 Interim Submittal

SECTION 01 33 16.00 10 Page 2

3.5.6.2.3.2 Final Submittal

3.5.6.2.3.3 Design Complete Submittal

3.5.6.2.4 Submittal Components

3.5.6.2.4.1 Narrative of Interior Design Objectives

3.5.6.2.4.2 Product Data Sheet

3.5.6.2.4.3 Drawings

3.5.6.2.4.4 Color Boards

3.5.6.2.4.5 Cost Estimate

3.5.6.2.5 Furniture Specifications

3.5.6.2.5.1 Construction

3.5.6.2.5.2 Finishes and Upholstery

3.5.6.2.5.3 Sustainability

3.5.6.2.5.4 Furniture Systems

3.5.6.2.5.5 Seating

3.5.6.2.5.6 Training Tables

3.5.6.2.6 Warranties

3.5.7 Plumbing Systems

3.5.8 HVAC Systems

3.5.8.1 Design Analysis

3.5.8.2 Mechanical Floor Plans

3.5.8.3 Equipment Schedule

3.5.8.4 Details

3.5.8.5 Controls

3.5.9 Fire Protection and Life Safety

3.5.9.1 Fire Protection/Suppression Analysis

3.5.9.2 Fire Protection and Life Safety Code Review

3.5.10 Electrical Systems

3.5.10.1 Design Analysis

3.5.10.2 Floor Plan

3.5.10.3 Building Riser Diagram

3.5.10.4 Load Center Panelboard Schedule(s)

3.5.10.5 Lighting Fixture Schedule

3.5.10.6 Details

3.5.11 Telecommunications and Security

3.5.11.1 ATFP

3.5.11.2 Cybersecurity

3.5.12 Specialty Equipment

3.6 INTERIM DESIGN REQUIREMENTS

3.6.1 Submission Review

3.6.2 Interim Review Conference

3…