rev1 15 SIAD B207 SECTION 01 10 12 docx.pdf

W91238-10-R-0063 1 of 10

Rev 1, 14 February 2011

SECTION 01 10 12 - 1

UFGS SECTION 01 10 12

DESIGN AFTER AWARD

Convert Warehouse Area Into Auditorium Area, SIAD Bldg. 207, Herlong, CA

1. SUBMISSION OF CONSTRUCTION DRAWINGS, SPECIFICATIONS AND DESIGN ANALYSES:

The Contractor shall follow the design submission requirements as listed below. The basic design guidance and criteria is stated in the Request for Proposal. The Contractor shall comply with other design submission requirements as listed and required in other areas of the SOLICITATION.

1.1. The criteria specified in this Contract are binding contract criteria and in case of any conflict, after award, between the Contract and Contractor's submittals, the Contract will govern unless there is a written and signed agreement between the Contracting

Officer and the Contractor waiving a specific requirement.

1.2 Deviations from the Contract technical requirements (shall be identified in the cover letter on the respective submittal) may be considered by the Government, and where appropriate, may be specifically approved by the Contracting Officer. Deviations from the

Contract technical requirements shall not be assumed or considered approved unless specifically approved by the Contracting Officer in writing. Such deviations, when not specifically approved by the Contracting Officer or when subsequently found at any time during the contract, shall be corrected by the Contractor at no additional time or cost to the Government. It is the Contractor’s responsibility to clearly note features/aspects in the Contractor’s design or construction that are deviations to the contract requirements. The Contractor shall not assume silence on these issues by the

Government to be a sign of acceptance.

2. The Government has supplied minimal hazardous materials information to understand the basic site conditions. Additional hazardous materials information if required, shall be the responsibility of the Contractor and considered engineering services after contract award. These services shall be procured and paid for by the Contractor.

2.1 The Contractor shall perform a hazardous materials survey as required, in accordance with Federal, and local regulations in the affected areas in existing Building 350.

Survey will include asbestos, lead, PCBs, and other hazardous materials. The survey shall represent a complete picture of the current condition. Areas to be investigated include

HVAC joints/insulation, surfacing materials, and surfaces/components systems to be impacted by the renovation/demolition. The A-E shall obtain any required permits required for the survey.

3. The Contractor shall verify field conditions that are significant, by field inspection, field exploration, and researching and obtaining all necessary as-built drawings and reproducing them for his/her own use, while discussing status with knowledgeable personnel. The information shall be reflected in the documents.

4. Section Not Applicable.

5. Design documents shall include construction drawings, specifications and design analysis for categories such as, but not limited to, civil, architectural, structural, fire protection, mechanical, electrical, communications, and any outside utility services. Specifications shall be in sufficient detail to fully describe and demonstrate the quality of materials, the installation and performance of equipment, and the quality of workmanship. Detailing and installation of all equipment and materials shall comply

SECTION 01 10 12 - 2

with the manufacturer's recommendations. The design analysis shall be for each discipline of work and shall include all features with the necessary calculations, tables, methods and sources used in determining equipment and material sizes and capacities, and shall provide sufficient information to support the design. The contractor shall identify, for approval, the Designer of Record for each area of work. One Designer of Record may be responsible for more than one area. All areas of design disciplines shall be accounted for by a listed, registered Designer of Record. The Designer(s) of Record shall stamp, sign, and date all design drawings under their responsible discipline at each design submittal stage.

6. The submittals shall include the design drawings, specifications, and design analysis

(including calculations). Submittal copies and distribution is per paragraph 14.

6.1. For the Preliminary Design (60% complete) submittal, Ueach sheet U of the drawings and

Ueach pageU of the specifications and Design Analysis, shall be clearly labeled “For

Compliance Review Only – 60% complete”, accordingly. One copy of the electronic files on

CD shall be provided to each of the addressees listed in paragraph 14. Drawings and

Narrative shall be in PDF.

6.2. For the Final Design (100% complete) submittal, Ueach sheetU of the drawings and Ueach pageU of the specifications and Design Analysis shall be labeled "For Compliance Review

Only - 100% Design", accordingly. One copy of the electronic files on CD shall be provided to each of the addressees listed in paragraph 14. Drawings, specifications and design analysis shall be in PDF.

6.3. For the Corrected Final Design submittal, Ueach sheetU of the drawings and Ueach pageU of the specifications and Design Analysis shall be labeled "For Compliance Review Only -

Corrected Final Design", accordingly. One copy of the electronic files on CD shall be provided to each of the addressees listed in paragraph 14. Drawings, specifications and design analysis shall be in PDF.

6.4 Once the Corrected Final Design Submittal is back checked by the Government and all review comments have been successfully resolved and concurred with for construction, each sheet of drawings and each page of the specifications and Design Analysis shall be stamped “For Construction” accordingly. In addition, each sheet of the drawings shall be stamped and signed by the valid Registered Engineer or valid Registered Architect responsible for the design shown. See paragraph 14 for the number of copies and submittal distribution requirements. “For Construction” electronic drawings and specifications shall be provided on compact disc in the quantity shown in paragraph 14.

Drawings shall be in both AutoCad and PDF and the specifications shall be in both

SpecsIntact and PDF.

6.5 Once the “For Construction” is concurred with, any changes to the plans and specifications shall be submitted as a deviation in accordance with section 01330

Submittal Procedures.

7. DESIGN AND CONSTRUCTION SCHEDULE

7.1 All review comments for a particular portion of the work must be appropriately addressed and applicable construction techniques for unusual construction conditions must be properly defined and accepted. Therefore, the Contractor may begin construction on portions of the work for which the Government has reviewed the final design submission and the Contractor has satisfactorily addressed all Government review questions/concerns and the Contracting Officer provides authorization to proceed. If this portion of the work is sensitive to weather (heat, cold, rain, snow, or any other weather situation) or any other situation precluding normal construction techniques, the Contractor shall also submit to the Contracting Officer a plan to conduct this work (referencing and following

SECTION 01 10 12 - 3

industry standards or more stringent Government standards) for compliance review.

7.2 Every feature of the project must be fully designed and approved prior to the start of construction for that feature.

7.3 The following design grouping table describes the areas of design to be submitted.

The Contractor shall designate how it will package the design consistent with its overall plan for permitting and construction of the project.

MAJOR AREA Submittals 1 2

Site Work, Site Utilities, Foundations 60% 100%

Structural 60% 100%

Design and Construct Demolition and Installation Items in this project SOW; including required modifications due occupancy change to current fire sprinklers, provide Life & Fire Safety Compliance

Analysis, and accordingly install the required Fire Sprinklers, Fire

Alarm and Life Safety, Plumbing, and Electrical Systems

60% 100%

Where: % = Preliminary Design Submittals(%) in accordance with paragraph 6.

7.4 The Contractor shall have the freedom to establish the design and construction schedule within the contract period of service at the approval of the Contracting

Officer.

7.5 The Contractor shall include on the schedule a 14 calendar day period for the

Government to conduct a compliance review for each submittal. A compliance review conference shall follow the compliance review period. The Contractor shall include on the schedule a 14 calendar day period for the Government to conduct a backcheck review of the Corrected Final Design submittal.

7.6 The Contractor shall conduct design review conferences at each submittal level of completion of the design. The Contractor shall include on the schedule a 1 calendar day period (1 days for meeting) for a design review conference related to the 60% and 100% submittals; no meeting is required for backcheck submittals. These conferences shall not be scheduled during a weekend or holiday or on a day of the week that is adjacent to a day of a weekend or holiday. This typically will leave Tuesday, Wednesdays, or Thursdays for these conferences. These design review conferences shall be held at the US Army

Corps of Engineers, Sacramento District (US Army COE), Room 1410, 1325 J Street, Sacramento, CA 95814 DISA Facility site with the Contractor conducting the conferences.

Location of the conference within the building to be determined by coordination with US

Army COE. DISA. For the Corrected Final submittal, the design review conference shall be conducted via email and teleconference. Additional details of conferences are explained in Section 8.2 Design Review Meetings.

7.7 The Contractor shall submit two detailed schedules; one for the design activities and one for construction activities.

7.8. Weather Days. See supplemental information sheet attached with this task order

7.9. Each submittal shall be completed to the stage/level commensurate with the stage of completion, i.e., 60%, and 100%. Each design submittal shall have all disciplines

SECTION 01 10 12 - 4

designed to a similar design completion level, i.e., all disciplines complete. All of these deliverables shall be labeled as per paragraph 6.

7.10. The design schedule shall be submitted within the first 21 calendar days after the date of Notice To Proceed.

7.11 The Contractor shall submit the construction schedule not later than 45 days prior to the desired start of the construction activities; which includes site work. The construction schedule shall contain all activities associated with the construction of the project, complete and useable for its intended purpose. Construction performance shall not begin until after a 15 calendar day period following the Contracting Officer’s acceptance of the construction schedule has occurred. Re-submittals due to Contractor controlled deficiencies will not constitute a time or cost change to the contract. The

Contracting Officer will have 21 calendar days to conduct review and provide comments to the Contractor for the submittal and each re-submittal.

8. MEETINGS & REPORTS: The following meetings are required during the design phase of this contract. Other meetings may also be held at the discretion of the Government. The

Contractor shall provide all agendas, document meeting minutes, action items and attendance records, and shall distribute to all members of the Government team.

8.1. Pre-design Meeting

8.1.1. The Contractor shall conduct a pre-design meeting at Hill AFB with the Contracting

Officer prior to the start of any design effort to further discuss the requirements herein. The meeting shall be attended by Air Force Center for Engineering and the

Environment, Base Civil Engineer Staff/Representative, Corps of Engineers COR, and the facility End-User, MOTCO. The Contractor has the responsibility to establish the design of the project in accordance with the contract. The meeting is intended to allow the

Contractor an opportunity to discuss, clarify, and obtain an understanding, in a face-to-face setting, on issues, opportunities, or mission restraints still in question. Design submission and review procedures specified herein, preliminary design schedules, and any other appropriate pre-design items shall be discussed.

8.1.2. The spirit of this meeting is not intended to adjust the contract in any manner but rather to allow the Contractor/Customer relationship to begin and grow. This meeting can be associated with a partnering session or can be a stand-alone meeting but needs to occur early in the design phase of the contract. Additional meetings shall be held as required if further discussion with the Government is necessary. This meeting also establishes organization/lines of authority, and establishes guidelines for the administration and management of the project.

8.1.3. The objective of the Pre-design meeting is to establish an initial design concept for the project. This design must be accepted by all key Using Service personnel and the

Contracting Officer before further Concept Design development.

8.1.4. The Contractor shall be represented by each design discipline and the construction manager as a minimum. The pre-design Meeting shall be two days in duration.

8.1.5. The Contractor shall have the opportunity to conduct User interviews, site analysis/verification, and data/as-built gathering during this meeting.

8.1.6. At the end of the meeting, the Contractor shall be able to present one consolidated site plan which identifies parking requirements, traffic flow, AT/FP considerations, emergency access, etc. The Contractor shall also present a sketch of the proposed design.

SECTION 01 10 12 - 5

8.2. Design Review Meetings

8.2.1. All design review conferences shall be held at Hill AFB; location on Base to be determined prior to each conference. Conferences shall be held at the conclusion of the

Government review of the, 60% and 100% submittals.

8.2.2. The Contractor shall be represented at these review conferences by each design discipline and the construction manager as a minimum.

8.2.3. Each conference shall be planned to occur over a two day period.

8.2.4 The Contractor shall prepare meeting minutes for each conference within 7 calendar days following each conference and email a copy to all attendees. The meeting minutes shall list all action items discussed along with taskings (Contractor or Government), all issues discussed with decisions, and latest schedule of upcoming events as a minimum.

9. DESIGN REVIEW COMMENTS

9.1. The Government will review each submittal and provide written comments on the Dr

Checks review management system. The Contractor will provide a minimum of 14 calendar day notification of each review submittal. With this notification, the Government review period will be 14 calendar days.

9.2. All review comments shall be processed via the Government program called DrChecks.

Copies of comments will be made available to all parties before or during the review conference. Unresolved comments/issues at the conference shall be resolved by immediate follow-on action. All comments shall be incorporated and/or addressed to the satisfaction of the Government. Responses in DrChecks shall indicate where the correction was made and what the correction consists of to assist the reviewers to quickly find the adjustment. Simply indicating the comment as “done”, “will be done”, or “not done” is not acceptable. The Contractor annotations in the DrChecks web site shall be made before the next submittal is received by the reviewers, therefore the action is a part of the submittal requirements.

9.3. Assistance with DrChecks can be received by calling Ms. Laura Haven, DrChecks

Administrator, at (916) 557-7651. The Contractor will need to contact Ms. Haven to register and receive a login and password.

9.4. The design documents will not be considered 100% complete and ready for construction, until all comments for correction have been incorporated to the

Government’s satisfaction and further back check reviews are deemed no longer necessary.

Review comments for correction will be based on compliance with the solicitation document requirements. This back check process could involve several iterations.

9.5. The Government reserves the right to question the completeness of the design document submittals if comments are of too great a significance. In this case, every effort shall be made during follow-up action between the Contractor and the Sacramento

District to resolve conflicts and problems. However, if final submittal(s) are incomplete or deficient, requiring correction and re-submittal by the Contractor, the

Government will not add time to the contractual period of service.

10. DESIGN SUBMITTALS

10.1. Preliminary Design (60%): The primary purpose of this submittal is to finalize all major design/engineering decisions and provide approximately 60% level of detail. The

Preliminary Design shall be prepared in full accordance with the format and instructions contained on http://cbbs.spk.usace.army.mil, in particular the A-E Guidance link. The http://cbbs.spk.usace.army.mil/

SECTION 01 10 12 - 6

design shall be accomplished by developing the design as presented from the pre-design meeting and as modified by the review comments. The following are the minimum

Preliminary Design Submittal requirements, to be submitted as applicable to the project:

10.1.1. UPlansU. Provide plans showing design in sufficient detail to allow an in-depth technical review.

10.1.1.1. Civil/Site: Provide site and utilities plans to include as a minimum:

a. Existing layout, existing structures and utilities, topography – horizontal control.

b. Demolition plans.

c. Layout plans showing circulation, building orientation, contractor lay down area, detail plans.

d. Utilities plans, including communications if applicable (EMCS/DDC Data interfaces, etc.), lighting, details.

10.1.1.2. Electrical Plans. Provide as a minimum the electrical legend, list of abbreviations, site plans with the primary distribution, site lighting, and equipment location and layout; the location and layout of all lighting fixtures and switching. The abbreviation and legend symbols shall conform to ANSI standard Y32-9 and ANSI Y32.2.

a. Electrical site plans shall indicate underground primary feeders; location of duct banks and manholes; location and rating of outdoor switchgear and transformers and secondary wiring; exterior lighting (type and location including street, parking, walkway, security, obstruction, controls and wiring.

b. Electrical drawings shall be organized as follows: legend (symbols, abbreviations, general notes, etc.), electrical demolition (if required), and site details.

10.1.1.3. Demolition Plans. Identify all areas/elements of hazardous materials and those to be abated. Show all system elements to be demolished, clearly defining limits of demolition and points of connection for temporary services or extensions.

10.1.2 UDesign AnalysisU. Provide comprehensive narratives, catalog data, and calculations as indicated below:

10.1.2.1. Life and Fire Safety Compliance Analysis, Design and Construct Fire Sprinkler, Fire Alarm and Life Safety Systems.

Contractor to provide calculations and engineering design for the modifications due occupancy change of current building fire sprinkler system, provide Life & Fire Safety

Compliance Analysis, and accordingly install the required Fire Sprinklers, Fire Alarm and

Life Safety, Plumbing, and Electrical Systems components (fire alarms and communications, lights/strobes, smoke/heat ceiling/duct detectors, fire rated walls & doors, panic doors hardware, compliant emergency exits & signage, emergency battery back up power, fire flow supply/pressure, plumbing, and reconfiguration of required terminations back to the control panel in the mechanical area, etc). Hydraulically design and accordingly construct the system to discharge a minimum density, hydraulic area of overage and hose streams in the UFC 3-600 and provide all plumbing, mechanical and fire protection calculations. The minimum pipe size for branch lines in gridded systems shall be 1.25 inches. Water velocity in the pipe shall not exceed 20 ft/sec. If a fire pump is required then comply with all standards stated in the UFC and NFPA relating to fire pumps.

Contractor shall comply with the requirements in this Section 01 10 12:Design After

Award, and most current NFPA 101:Life Safety, UFC 3-600-01, NEC, this SOW and contract.

Work includes, but is not limited, to the completion of the following items of work:

a. Contractor shall perform a life and fire safety compliance analysis for the building area affected by this task order in accordance with NFPA 101 Life safety requirements.

SECTION 01 10 12 - 7

b. Contractor shall perform a flow test for the current sprinkler system test in accordance UFC 3-600-01 and NFPA 291 procedures; provide required fire flow and pressure, and modify existing system to accommodate the change in occupancy of the building in accordance with UFC 3-600-01 requirements.

c. Provide all walls construction to meet the life safety requirements.

d. Reconstruct all doors to meet the life safety requirements, provide additional doors if necessary by life safety analysis.

e. Provide any smoke/heat ceiling/duct detectors (fire dampers) in accordance with the life safety analysis and reconfigure required terminations back to the control panel in the mechanical area.

f. One exit door needs to be identified as the main exit with capacity for 2/3 rd of the room population. Indicate on plans and show calculations for egress capacity.

g. Provide required egress width dimensions for aisles and between seat rows.

i. Show single doors width dimensions and provide egress calculations for each door to handle room capacity.

j. Identify and accordingly install which lights will have emergency backup on the floorplan. Lights along all path of egress need to have emergency battery backup.

10.1.2.2. Site / Civil Design. Reference the Request for Proposal and the following specific requirements. Discuss all aspects of design as developed. Confirm availability of adequate capacities of site utilities or provide descriptions, and related costs, of necessary modifications to provide adequate capacities.

10.1.2.3. Seismic. Reference the Request for Proposal and the following specific requirements. Describe seismic bracing, restraint and protection features to be provided for non-structural building systems and installed equipment.

10.1.2.4. Sustainability and Energy Conscious Design. Reference the Request for Proposal.

10.1.2.5. Electrical. Reference the Request for Proposal and the following specific requirements.

a. Comprehensive description of design intent and basis of design.

b. Power design to include the service, transformers, connections interfaces, power distribution centers and distribution systems to be used throughout the project;

essential electrical system and subsystems; alternate power sources; isolated power systems; grounding system; corrosion control; electrical seismic requirements; and special requirements for selected areas.

c. Electrical Systems Analysis and Equipment Section with Life Cycle Cost Analyses results where applicable, alternative systems or equipment considered and rejected, and justification for that selected. Rationale for selection of reduced voltage starting, Power Factor correction and power conditioning equipment.

d. Survey results of existing primary system and site conditions.

e. Calculations for normal and emergency power systems, equipment selections. Load calculations for determining ratings of transformers, generator capacity (if applicable), switchboards, automatic transfer switches, motor control centers, and power distribution

SECTION 01 10 12 - 8

panels.

f. Preliminary short circuit calculations, power system short circuit analysis.

g. Voltage drop calculations as necessary to support system or wiring method chosen.

h. An Energy Impact Analysis or statement for all systems or equipment considered.

i. Provide a section in the narrative titled “Approaches and Concerns”. This section shall include complete description and documentation of any issue, such as a deviation from or a waiver of established criteria, conflicts of criteria or any other problem that arises during design development and could become problematic during construction or operation.

j. Special hazards and features, which may impact, fire protection, such as:

(1) Security (electric door releases, door hardware, locking arrangements, etc.).

(2) Emergency power.

(3) Explosion prevention.

(4) Flammable and combustible liquids handling and storage.

(5) High-frequency electrical equipment.

(6) Underground structures/areas.

(7) Waste handling (hazardous).

10.1.3. UDraft SpecificationsU. Provide “marked-up” UFGS specifications with the

Preliminary Design (60%) submittal.

10.2. Final Design (100%): The purpose of this submittal is to provide 100% complete, constructible documents, and include an interdisciplinary, in-house quality assurance review. This submittal shall represent a ready-to-construct set of documents. The Final

Design shall be prepared in full accordance with the format and instructions contained on the A-E Guidance link on the cbbs web page. The design shall be accomplished by developing the design as presented in the Preliminary Design Submittal and as modified by the review comments.

10.2.1. UPlansU. Finalize all plans of all disciplines, elevations, sections, details, etc.

to incorporate all review comments and guidance from the previous submittal. This final version of the plans shall fully support the design intent, systems selection, and specified materials.

10.2.2. UDesign AnalysisU. Finalize all narratives, catalog cuts, and calculations to incorporate all review comments and guidance from the previous submittal. This final version of the Design Analysis shall fully support the design intent, systems selection, and specified materials.

10.2.3. UFinal SpecificationsU. Provide all specification sections in final format.

Provide a Submittal Register in the SpecsIntact format.

10.2.4. All comments generated during the Preliminary Design review will be incorporated and completely annotated in DrChecks as to what action was taken. Annotated comments shall be completed concurrent with the Final Design submittal. Responses in DrChecks shall indicate where and what was done to resolve the comment, simply indicating the comment as “done”, “will be done”, or “not done” is not acceptable.

10.3 Corrected Final Design: The purpose of this submittal is to provide “For

Construction” documents, updated as necessary from the review comments generated from the

Final Design (100%) review. All review comments generated during the review of the Final

SECTION 01 10 12 - 9

Design (100%) documents shall be incorporated. Responses in DrChecks shall be completely annotated prior to submitting the Corrected Final Design documents. The Corrected Final

Design will be back checked by the Government and all remaining discrepancies resolved by the contractor. This back check process could involve several iterations. Final “For

Construction” documents shall be provided when directed by the Contracting Officer in writing when all remaining discrepancies have been resolved.

10.4 Operation and Maintenance Manuals: The Contractor shall provide 3 sets of operations and maintenance manuals for all new equipment and controls. Two sets of O&M manuals shall be provided to the US Army COE DISA Facility Manager and one set to the

U.S. Army COE DISA Project Engineer.

12. ENVIRONMENTAL PERMITS: Contractor shall pay for and obtain all permits required for the successful execution of this project. Submittal of the Environmental Permits to the

Regulatory Agencies shall be accomplished with coordination of the Contracting Officer and the Hill AFB Environmental personnel.

13. DD FORM 1354: This form itemizes the types, quantities and costs of various equipment and systems that comprise the project for the purpose of transferring the new construction project from the Corps of Engineers Construction Division to the Base’s inventory of real property. The Contractor shall coordinate with the Contracting Officer prior to completing the form. The Contractor shall submit a DD Form 1354 as a part of the Final Design (100%) submittal. Refer to Uhttp://cbbs.spk.army.usace.army.mil U under the

A-E Guidance link.

14. TRANSMITTAL TO GOVERNMENT AGENCIES

14.1 Government agencies shall receive review documents in accordance with the performance period requirements. The Contractor shall deliver by hand or by express courier the submittals to the respective offices. Drawings, specifications, reports, design analysis, and calculations will be submitted in the quantities indicated below:

14.2 Offices for Distribution:

UAgency Mailing Address Quantity

U U U 60% U U U100%U CCCCorrected For Construction

Set Set Final Set Set U U U.S. Army Corps of Engineers 2 sets 2 sets 2 sets 1 set

ATTN: Drew Perry 1 cd 1 cd 1 cd 1 full size

1325 J St. 1 cd

Sacramento CA 95814-2922

916.557.7779

U.S. Army Corps of Engineers 2 sets 2 sets 2 sets 2 sets

Sacramento Resident Office 1 cd 1 cd 1 cd 2 full size

ATTN: Fred Martin 1 cd

2194 Ascot Avenue

Rio Linda, CA 95673

916.649.0145

U.S. Army Corps of Engineers 2 sets 2 sets 2 sets 2 set

ATTN: Derek Cho 1 cd 1 cd 1 cd 1 full size

1325 J Street 1 cd

Sacramento, CA 95814-2922

916.557-7734

SECTION 01 10 12 - 10

UNOTES:

a. Each submittal set includes drawings, specifications, and design analysis/calculations

b. Unless otherwise noted, drawings shall be half-size (11”x 17”).

c. Full size drawing is 22”x 34”.

d. cd – electronic files on compact disc.

e. CF – Corrected Final submittal

f. Cons – “For Construction” documents

15. PERMITS/AUTHORIZATION TO CONSTRUCT CHECKLIST: The Contractor shall submit a list of permits that are required for this project; the list shall include all federal, state, local and Hill AFB permits required by the task order and contract, required as a result of the Contractor’s design, and permits required by Hill AFB. The checklist shall include the type of permit, the party responsible for obtaining the permit, and the permitting agency. The list shall be submitted to the Contracting Officer 14 days prior to the start of construction. The list shall be utilized as a Quality Control tool. The following list is provided as a reference:

PERMITS/AUTHORITY TO CONSTRUCT CHECKLIST

PERMIT/AUTHORITY TO CONSTRUCT RESPONSIBLE PARTY TO PERMITTING AGENCY

OBTAIN PERMIT

Asbestos

a. ACM Survey Contractor Sierra Army Depot(SIAD)

b. Demolition Permit Contractor SIAD

Lead Based Paint & PCB

a. LBP Survey Contractor SIAD

b. Demolition Plan Contractor SIAD

c. PCB Survey/Demo Permit Contractor SIAD

Refrigerants and other ozone Contractor SIAD

Depleting materials

Recycled Materials Contractor SIAD

Hazardous Materials Contractor SIAD

Burn Permit/Welding Permit Contractor SIAD

Life Safety Analysis per NFPA 101 Contractor US ARMY COE

Design and Construct Life Safety Systems Contractor US ARMY COE

Design and Construct Sprinkler Systems Contractor US ARMY COE

END OF SECTION