gs# 522-052, thompson lab phiii

25
GS# 522-052, Thompson Lab PHIII Mississippi State Department of Health Bureau of Building, Grounds & Real Property Management ADDENDUM NO. 5 Page 1 of 2 WFT Architects, P.A. 770 North State Street Jackson, MS 39202 (O) 601-352-4691 [email protected] ADDENDUM NO. #5: Date of Addendum: October 11, 2021 This addendum forms a part of the Bid Documents and modifies the original Drawings and Project Manual dated July 30, 2021. ADVERTISEMENT Item No. 1 Advertisement for Bids Change: Change the first paragraph to read as follows: " Sealed bids will be received electronically via MAGIC or physically delivered to the office of the Bureau of Building, Grounds and Real Property Management, 501 North West Street, Suite 1401 B, Jackson, Mississippi, 39201, until 2:00:00 p.m. on Thursday, 10/21/2021..." PROJECT MANUAL Item No. 2 Project Manual All Sections: Clarify: All reference to Section 02 8500 Mold Remediation shall refer to Section 02 8500 Mold Remediation and Environmental Controls. Item No. 3 Division 1, Section 01 8000, Special Requirements, Part 1 Summary of Work Revise: Supplement, 1.01 - Description of Work Sequence Replace the current page number 24 in Section 01 8000, Special Requirements, Part 1 Summary of Work Supplement, 1.01 Description of Work Sequence, with the revised page number 24 included with this addendum as Attachment 1. Item No. 4 Division 1, Section 01 8000, Special Requirements, Part 2 Allowance Supplement, 2.01 Schedule of Allowances Revise: Replace the page 24 included at Addendum 2, in Section 01 8000, Special Requirements, Part 2 Allowance Supplement, 2.01 Schedule of Allowances, with the revised page number 24 included with this addendum as Attachment 1. Item No. 5 Division 1, Section 01 8000, Special Requirements, Part 7 Contractor’s Protection of Existing Materials: Supplement, 7.01 Contractor’s Protection of the Interior: Revise: Revise paragraph 7.0.1.C as follows: The Contractor shall be aware that the majority of spaces at the building are negatively pressurized in relation to the exterior, that the laboratory spaces contain equipment which is sensitive to humidity, dust, and other airborne contaminants; and that it is the Contractor’s sole responsibility to protect the interior of the building from the weather, airborne dust and debris, humidity, or other contaminants. Contractor

Upload: others

Post on 11-Feb-2022

3 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: GS# 522-052, Thompson Lab PHIII

GS# 522-052, Thompson Lab PHIII

Mississippi State Department of Health Bureau of Building, Grounds & Real Property Management

ADDENDUM NO. 5 Page 1 of 2

WFT Architects, P.A.

770 North State Street

Jackson, MS 39202

(O) 601-352-4691

[email protected]

ADDENDUM NO. #5:

Date of Addendum:

October 11, 2021

This addendum forms a part of the Bid Documents and modifies the original Drawings and Project

Manual dated July 30, 2021.

ADVERTISEMENT

Item No. 1 Advertisement for Bids

Change: Change the first paragraph to read as follows:

" Sealed bids will be received electronically via MAGIC or physically delivered

to the office of the Bureau of Building, Grounds and Real Property

Management, 501 North West Street, Suite 1401 B, Jackson, Mississippi, 39201,

until 2:00:00 p.m. on Thursday, 10/21/2021..."

PROJECT MANUAL

Item No. 2 Project Manual – All Sections:

Clarify: All reference to Section 02 8500 – Mold Remediation shall refer to Section

02 8500 – Mold Remediation and Environmental Controls.

Item No. 3 Division 1, Section 01 8000, Special Requirements, Part 1 – Summary of Work

Revise: Supplement, 1.01 - Description of Work Sequence

Replace the current page number 24 in Section 01 8000, Special Requirements, Part 1

– Summary of Work Supplement, 1.01 Description of Work Sequence, with the

revised page number 24 included with this addendum as Attachment 1.

Item No. 4 Division 1, Section 01 8000, Special Requirements, Part 2 – Allowance

Supplement, 2.01 – Schedule of Allowances

Revise: Replace the page 24 included at Addendum 2, in Section 01 8000, Special

Requirements, Part 2 – Allowance Supplement, 2.01 Schedule of Allowances, with

the revised page number 24 included with this addendum as Attachment 1.

Item No. 5 Division 1, Section 01 8000, Special Requirements, Part 7 – Contractor’s

Protection of Existing Materials: Supplement, 7.01 – Contractor’s Protection of

the Interior:

Revise: Revise paragraph 7.0.1.C as follows:

“The Contractor shall be aware that the majority of spaces at the building are

negatively pressurized in relation to the exterior, that the laboratory spaces contain

equipment which is sensitive to humidity, dust, and other airborne contaminants; and

that it is the Contractor’s sole responsibility to protect the interior of the building from

the weather, airborne dust and debris, humidity, or other contaminants. Contractor

Page 2: GS# 522-052, Thompson Lab PHIII

GS# 522-052, Thompson Lab PHIII

Mississippi State Department of Health Bureau of Building, Grounds & Real Property Management

ADDENDUM NO. 5 Page 2 of 2

shall provide services of a qualified containment specialist having experience

providing engineering controls and mold remediation services on projects of similar

scope to those required for this project. Contractor shall refer to Drawings at Sheets

A0.1.1, A0.1.2, A0.1.3, and A0.1.4, which provide a general description of the access

and containment barrier systems and pressurization required and to the requirements

of Section 02 8500 – Mold Remediation and Environmental Controls. The Contractor

shall submit, for approval by the Certified Industrial Hygienist, Architect, and Owner,

shop drawings and other submittals describing the containment systems to be provided

at each work area, as required at Section 02 8500 – Mold Remediation and

Environmental Controls.

.1 The Contractor shall coordinate the work of the containment construction and

mold remediation specialty subcontractor with test and balance and controls

modifications to be provided under separate contract and overseen by the Owner’s

mechanical engineer and laboratory.

.2 The containment construction and mold remediation specialty subcontractor shall

submit qualifications as required under Part 8 of this Section and as described at

Section 02 8500.

Item No. 6 Division 1, Section 01 8000, Special Requirements, Part 8 – Contractor

Qualifications Submittal:

Revise: Revise paragraph 8.01.B as follows: Temporary Protection, Containment and Mold

Remediation Specialty Subcontractor: Mold remediation and engineering controls for

containments (including installation, maintenance, and removal) shall be provided by

a specialty containment subcontractor meeting the minimum requirements of meeting

the minimum requirements of Section 02 8500 in the Specifications.

Item No. 7 Division 2, Section 02 8500, Mold Remediation and Environmental Controls:

Add: ADD Section 02 8500 – Mold Remediation and Environmental Controls as included

with this Addendum as Attachment 2.

DRAWINGS

Item No. 8 Drawings – All Sheets:

Clarify: All reference to Section 02 8500 – Mold Remediation shall refer to Section

02 8500 – Mold Remediation and Environmental Controls.

Item No. 9 Sheets A0.0.1

Revise: Replace the current sheets A0.0.1 with the revised sheet A0.0.1 included with this

Addendum as Attachment 3.

Item No. 10 Sheets A0.1.1, A0.1.2, A0.1.3, A0.1.4

Revise: Replace the current sheets A0.1.1, A0.1.2, A0.1.3, and A0.1.4. with the revised sheets

A0.1.1, A0.1.2, A0.1.3, and A0.1.4 included with this Addendum as Attachments 4, 5,

6, and 7, respectively.

Item No. 11 Sheets A1.1.1, A1.1.2

Revise: Replace the current sheets A1.1.1 and A1.1.2 with the revised sheets A1.1.1 and

A1.1.2 included with this Addendum as Attachments 8 and 9 respectively.

END OF ADDENDUM NO. 5

Page 3: GS# 522-052, Thompson Lab PHIII

Division One BoB

24

SPECIAL REQUIREMENTS SECTION 01 8000

PART 1 - SUMMARY OF WORK SUPPLEMENT

1.01 WORK SEQUENCE

A. Within 48 hours following notice intent to award a Contract, the Contractor shall submit to the Architect a Schedule of Values as described at Section 01 2973. In addition to requirements outlined therein, the Contractor shall identify the following components individually and provide supporting data as requested by the Architect:

1. The cost for masonry demolition required at the south stair tower, including preparation of the existing sheathing and flexible flashing substrates to receive new work.

2. The cost for masonry demolition required at the east return, including preparation of the existing sheathing and flexible flashing substrates to receive new work.

B. Upon notice to proceed, the Contractor shall begin submission of all required submittals, product information and shop drawings. Mobilization on site shall not begin until approval of submittals has been completed or until Owner and Architect have approved mobilization in writing. The Contractor shall coordinate the completion of required submittals and delivery times for material and fabrications such that the disturbance to the site can be minimized. The Contractor shall anticipate mobilization to begin work on-site no earler than December 1, 2021 and no later than February 1, 2022.

C. Owner will occupy the building during construction, coordinate with Owner's Representative in scheduling work to vacate the areas as the Contractor requires.

D. See Part 6 of this section for detailed requirements.

1.02 PARTIAL OWNER OCCUPANCY

A. Schedule early completion of designated areas for Owner's usage prior to substantial completion of entireProject as follows: __________________________________________________

B. Owner will occupy the following areas throughout the Project or during portions of the Project as follows:_________________________

C. Prior to occupancy of any portion of the Project, a Certificate of Substantial Completion for designated areasshall be executed establishing responsibilities of the Owner and Contractor for security, maintenance, heat,utilities, damage to the Work and insurance for such portion of the Work.

PART 2 - ALLOWANCE SUPPLEMENT

2.01 SCHEDULE OF ALLOWANCES

A. Include in the Bid, for inclusion in the Contract Sum, the amount of $______________for purchase of_____________________________________________(Refer to Section __________, _________________________________)

B. Include in the Bid, for inclusion in the Contract Sum, the amount of $_______________for purchase of_____________________________________________(Refer to Section __________, _________________________________)

December 15, 2020 ADDENDUM NO. 5 - ATTACHMENT 1

wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
wes
Line
Page 4: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 1 ADDENDUM NO. 5 – ATTACHMENT 2

SECTION 02 8500

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS

PART 1 GENERAL

1.01 RELATED DOCUMENTS AND INFORMATION

A. This specification was prepared by TRC Environmental Corporation (TRC), 140 South Village Avenue, Suite 130, Exton, Pennsylvania 19341 under separate contract with WFT Architects, P.A. (WFT), 770 N. State St., Jackson, Mississippi 39202.

B. Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. The intent of the section is to provide the requirements for the Temporary Protection, Containment, and Mold Remediation Specialty Contractor (Remediation Contractor.) The Remediation Contractor shall be responsible for the coordination and supervision of all labor, materials, tools and equipment necessary to meet the requirements of this section. The Remediation Contractor shall provide expertise specific to the techniques and engineering controls specified herein and shall documentation of projects of similar scope and complexity.

B. The Remediation Contractor shall coordinate with the work of the Envelope Restoration Specialty Contractor, as required under Section 04 0100, to provide engineering controls throughout the implementation of the envelope repairs from the start of work through acceptance of the interior work areas.

1.03 WORK INCLUDED

A. This Scope of Work is for the construction of pressurized containments and, as necessary, the remediation of fungal growth and/or fungal contamination at the Mississippi State Department of Health Thompson Lab (Thompson Lab) under controlled conditions by properly trained workers using safe work practices. Environmental (dust, etc.) control containments are required at all areas of Work. It should be anticipated that mold remediation work will need to be performed on floors 1, 2, 3 and 4 in nine (9) separate work areas.

B. Furnish all labor, materials, facilities, equipment, services, employee training and testing, and permits necessary to perform the work required for dust control and mold remediation in accordance with these specifications.

C. Each work area on each floor must use the containment barriers and engineering controls that are outlined in this section. Location of work areas on each floor are identified on the floor plans developed by the Architect.

D. Cleaning of the air and surfaces inside each contained area must meet the requirements set forth in Section 3.13 – Post Remediation Assessment and 3.14 – Post Remediation Sampling of this specification.

1.04 RELATED REQUIREMENTS

A. Carefully examine all of the Contract Documents for requirements which may affect the work of this section.

B. Other specification sections which directly relate to the work of this section include, but are not limited to the following:

1. Section 01 8000 Part 8 – Contractor Qualifications Submittal

2. Section 02 4100 – Selective Demolition

Page 5: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 2 ADDENDUM NO. 5 – ATTACHMENT 2

3. Section 04 0100 – Envelope Restoration Specialty Contractor

1.05 QUALIFICATIONS

A. Qualifications: See Section 01 8000 Part 8 – Contractor Qualifications Submittal

B. The work specified herein shall be performed by competent persons who are trained, knowledgeable and qualified in state-of-the-art construction of pressurized containments and mold remediation techniques, subsequent cleaning of mold contaminated areas and handling of mold contaminated waste.

C. Contactor shall have primary experience in performing the work specified in this section and shall have successfully completed containment and mold remediation projects associated with envelope restoration projects of similar scope as qualified by referenced standards above.

1. Contractor shall confirm that all workers understand the job’s requirements. Mechanics shall be fully supervised to ensure that the work is accomplished to meet or exceed the highest standards of the trades. The specialty sub-contractor shall provide one crew of mechanics for the duration of the project. Substitutions and additions of work force shall be permitted with consent only and if there is no adverse effect on quality or performance of work.

2. In acceptance or rejection of the work of this specification, no allowances shall be made for lack of skill on the part of the mechanics performing the Work of this section.

D. Examine all drawings and specifications for requirements affecting the work of this section. Any conflict between these specifications and the requirements or specifications of the manufacturers of adjacent or associated products, or any other pertinent specifications, shall be immediately brought to the attention of the Architect in writing. The Architect will issue a written clarification.

E. Contractor Knowledge of the Work: It is understood that the specialty contractor involved in the work of this section has visited the Project with the Contractor prior to bidding, and that both the specialty contractor and Contractor are thoroughly familiar with field conditions that may impact the timely, successful, and cost-effective completion of the work described in this Section. The Contractor shall assess, prior to Bid, all existing conditions for and include cost for the complete implementation of these requirements in his bid.

1.06 SAFETY PROGRAM

A. Remediation/Environmental Control Contractor shall maintain a written employee safety program and submit a summary of the program to Architect. The Architect and their consultants is not responsible for contractor compliance or with any entities’ environmental, safety, and health compliance of Codes and Standards, Interim Life Safety and Fire Protection Standards, and other regulations and laws.

1.07 NOTICE AND RECORD KEEPING

A. General:

1. Remediation Contractor shall keep necessary documentation in compliance with applicable federal, state, and/or local regulations and laws and the requirements of the Thompson Laboratory at the job site for inspection in preparation for and during the mold remediation work, as well as during the work following remediation efforts, until such time as the Work is designated as substantially complete and removal of containments is approved by the Architect. Documents required to be maintained at the job site include:

a. Documentation of respiratory protection program used during the remediation,

b. Copies of decontamination procedures, and

c. Other information which the United States Environmental Protection Agency (EPA), Occupational Safety and Health Administration (OSHA), and/or Mississippi State Department of Health (DOH) may require.

Page 6: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 3 ADDENDUM NO. 5 – ATTACHMENT 2

1.08 DEFINITIONS

A. The following definitions apply throughout the Contract Documents:

1. AFD – Air filtration device equipped with HEPA filters (HEPA-AFD)

2. AHU – Air handling unit

3. Airwash – Filtration of air in work areas utilizing HEPA-AFD

4. Ante Room – An enclosed room with hard barriers under negative pressure directly outside the work area. Airflow shall be maintained from ante room into work area.

5. Authorized Visitor - a representative of Building Owner, or a representative of any regulatory or other agency having jurisdiction over the project

6. Buffer Room - An enclosed room with hard barriers that is positively pressured utilizing a HEPA-AFD and is directly adjacent to the entrance for the ante room. Airflow shall be maintained from buffer room into ante room.

7. Building Owner - authorized representative for Thompson Lab

8. Building Owner’s Representative - person designated by the Building Owner to be responsible representing the Building Owner throughout the work.

9. Cleaning - the process of reducing or eliminating fungal growth and contamination from surfaces and/or objects. A surface is accepted to be clean if its accumulation of dust, residue or debris cannot be further removed by either one of the following methods:

a. Wet Method: cleaning using a combination of cloths, mops, brushes, scour pads, steel wool pads, or other tools which have been dampened with a disinfectant or detergent solution

b. Dry Methods: cleaning using a HEPA-filtered vacuum cleaner with the proper attachments

10. Containment or Contained Area – Collectively the buffer room, ante room and work area

11. Detergent Solution - A surfactant soap and water solution, i.e. trisodium phosphate (TSP) cleaner and water

12. Disinfectant Solution – A product that is used on hard, non-porous surfaces to destroy or irreversibly inactivate fungi and bacteria, but not necessarily their spores

13. EPA - United States Environmental Protection Agency

14. Environmental Consultant - technical representative(s) for the Architect/Building Owner

15. HEPA Filter - a high efficiency particulate air (HEPA) filter capable of filter efficiency at 99.97% of test aerosol with an average particle size of three tenths (0.3) microns

16. HEPA Vacuum - vacuuming equipment with a HEPA filtration system

17. MSDH – Mississippi State Department of Health (MSDH)

18. NIOSH – National Institute of Occupational Safety and Health

19. OSHA - United States Occupational Safety and Health Administration

20. Visual Inspection - a visual inspection by the Environmental Consultant of the work area under adequate lighting to ensure that surfaces are free of visible dust and debris

21. Wet Cleaning - the removal of fungal structures from surfaces and objects using cloths, mops, or other cleaning tools that have been dampened with disinfectant or detergent solution

22. Work Area - Negatively pressurized contained rooms or areas of the project in which mold remediation and other work activities are to be undertaken or which may become contaminated or otherwise damaged as a result of such work. A contained work area is a work area that has been sealed, plasticized, and equipped with a negatively pressurized enclosure and monitoring system. The ventilation system for the building must either be shut down to the work area or physically isolated to prevent airflow from passing into or out of the work area

Page 7: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 4 ADDENDUM NO. 5 – ATTACHMENT 2

1.09 REGULATIONS AND STANDARDS

A. The Contractor shall comply with applicable federal, state and local regulations including, but not limited to, the latest edition of the following standards:

1. Federal Occupational Safety and Health Administration (OSHA):

a. 29 CFR Part 1910.1200 – General Industry / Hazard Communication

b. 29 CFR Part 1910.134 – Use of Respirators

c. 29 CFR Part 1910.145 – Specifications for Accident Prevention Signs and Tag Titles

d. 29 CFR Part 1910.20 – Access to Employee and Medical Records

e. 29 CFR Part 1926.450-454 – Scaffolding

f. 29 CFR Part 1926.500-503 – Fall Protection

g. 29 CFR Part 1926.59 – Construction Industry / Hazard Communication

1.10 SUBMITTALS AND NOTICES

A. See Section 01 3323 – Shop Drawings, Product Data, and Samples, for submittal procedures.

B. Temporary Protection, Containment, and Mold Remediation Specialty Subcontractor Qualifications: to be submitted under the requirements of Section 01 8000 Part 8 – Contractor Qualifications Submittal:

1. Company Information:

a. Company name, address, telephone number(s), and website (if applicable)

b. Documentation that the company has at least ten (10) years’ experience in the coordination and oversight of containment and mold remediation of the specific types required and involving the scope of work described in this and related Sections.

2. Key Personnel:

a. Resumes, References and Proposed Role(s) of company personnel who will be directly involved in the work of this section. At minimum, identify Project Manager and Project Superintendent/Foreman proposed. References shall include current telephone contact information.

b. Provide documentation of experience for each role on projects of similar type, scale and/or complexity of subject project. A minimum of ten (10) years of documented experience with the company is required for Project Manager and Project Superintendent/Foreman. Experience must include projects involving engineering controls and mold remediation projects of similar scope, scale, and complexity as the subject project.

c. Provide documentation that the superintendent/ foreman has at least five (5) years. experience in the specific types of containment and remediation controls described in this Section.

3. Project Portfolio:

a. Include documentation of a minimum of ten (10) projects of similar type, scale and/or complexity of the subject project which have been successfully completed within the past fifteen (15) years.

b. Identify the involvement of proposed key personnel for subject project in each completed project.

c. Documentation shall include project name, location, completion date, client name/contact, architect name/contact, contract amount and a detailed description of company’s work. Provide sufficient details concerning materials/methods involved to allow comparison between its scope and complexity and that of the subject project.

d. Include at least ten (10) high quality color images of each project illustrating company’s work. Provide both images showing completed work and work in progress. Provide either

Page 8: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 5 ADDENDUM NO. 5 – ATTACHMENT 2

captioned images or a written summary keyed to images highlighting relevance to work of subject project.

C. The Contractor shall submit the following documents to the Architect for review. All submittals are subject to review and approval by the Owner’s Representative.

1. Remediation/establishment and maintenance of environmental controls schedule shall include the following:

a. Detailed Work Plan: This plan shall clearly describe the containment, microbial remediation preparations and procedures including establishing and maintaining negatively pressurized enclosure and monitoring systems, work area isolation procedures for mold remediation and follow up repair work activities, and decontamination procedures following mold remediation, and after completion of the work. Include a schedule that shows milestone dates for the following activities: on-site mobilization, work area preparation, pre-cleaning, demolition, detail cleaning, final clearance evaluations following mold remediation and completion of the repair work, and estimated completion dates for each work area.

2. A written site-specific Health and Safety Plan.

3. Documentation indicating that all employees working within containment areas have had instruction on the hazards of microbiological agents, use and fitting of respirators, personal protective clothing, entry and exit from work areas, and all aspects of work procedures and protective measures.

4. Documentation indicating that all employees scheduled to access controlled spaces as part of the remediation process have received appropriate medical examinations and have successfully passed a fit test for the respirator to be worn. As a minimum, medical exams must be consistent with requirements in OSHA regulation 29 CFR 1926.1101 and 1910.134.

5. Safety Data Sheets (OSHA form 174 or equivalent) for all chemicals and products used during work performed under this section including Foster 40-80™ disinfectant and Foster 40-20™ antimicrobial encapsulant.

6. A written description of plans for providing temporary power and usage of ground fault interrupters, as needed. All plans shall be established in cooperation and consultation with the Owner’s Representative and appropriate building maintenance staff.

7. Emergency action plan for dealing with:

a. a medical emergency

b. a fire inside or outside the work area

c. coordinate with the chemical hygiene officer regarding the laboratory’s chemical hygiene plan and laboratory’s emergency action plan

1.11 ENVIRONMENTAL CONSULTANT

A. The Industrial Hygienist identified on the documents shall serve as Environmental Consultant to the Architect and Owner and shall advise in all matters pertaining to the work performed in accordance with these specifications and requirements.

B. The Environmental Consultant will act as the Building Owner’s liaison in technical matters involving microbial remediation. Maintenance of the environmental controls following remediation shall be the responsibility of the Contractor.

C. The Architect shall only review submittals for general conformance with the containment construction and microbial remediation activities. Any action indicated during submittal review is subject to the requirements of the Specifications.

D. The Architect (and their consultants) is/are authorized by the Building Owner to have free access to all work areas, to assist in interpretation of procedures, and to advise on all provisions of the contract documents pertaining to microbial remediation.

E. The Architect will advise the Building Owner to stop work if in the course of performing their monitoring duties, they observe an instance of substantial non-conformance with the contract

Page 9: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 6 ADDENDUM NO. 5 – ATTACHMENT 2

documents and/or situation presenting a health hazard to workers or building occupants. Work shall not resume until corrective measures have been carried out.

F. The Architect/Environmental Consultant’s role in advising the Building Owner on environmental health matters related to personnel does not relieve the Contractor’s obligation to comply with all applicable health and safety regulations promulgated by federal, state, or local governments.

1.12 PERSONNEL PROTECTION

A. Prior to the commencement of work, the workers shall be instructed and knowledgeable in the areas described in “Submittals and Notices” having to do with employees.

B. The primary function of personal protective equipment (PPE) is to prevent or minimize the worker’s potential exposure to fungal contamination and/or dust. The PPE is used to avoid inhaling fungal fragments, fungal spores, and dusts associated with demolition activities and to avoid contact with the skin or eyes and to avoid the spread of fungal fragments and spores outside of the contained work areas. Risks possible with exposure to high levels of airborne dust or mold include allergic respiratory disease, such as asthma or hypersensitivity pneumonitis, and infection for individuals who have pre-existing chronic disease with compromised immune systems.

C. Respiratory Protection:

1. The Contractor shall comply with OSHA 29 CFR 1910.134 and 29 CFR 1926.1101 (h) (Respiratory Protection).

2. Workers shall be fit tested (as discussed further below) and provided, as a minimum, with personally issued and marked respirators equipped with high efficiency particulate air (HEPA) filters (P100 filters/color-coded magenta) approved by NIOSH to be worn in the work area and/or whenever a potential exposure to fungal contamination exists. Sufficient filters shall be provided for replacement as required by the workers or applicable regulations. Disposable respirators shall not be used.

3. A sufficient supply of replacement parts and HEPA filter cartridges shall be provided to the workers.

D. Protective Clothing:

1. Workers shall be provided with sufficient sets of protective full-body clothing to be worn in the designated work area and/or whenever a potential exposure to fungal growth or contamination exists. Such clothing shall include, but not be limited to, full body coveralls, headgear, feet protection, eye protection, and gloves. Disposable-type protective clothing including the head and feet must be provided.

2. Protective Clothing: Protective clothing shall not be worn in lieu of street clothing outside the work area. Non-disposable type protective clothing shall be left inside the work area until the end of the remediation work and placed in 6-mil polyethylene bags prior to being removed from the work.

3. Eye Protection: Eye protection shall be provided and worn as required by applicable safety regulations. Eye protection shall be worn at all times within the work areas during all phases of work including preparation, demolition, cleanup, encapsulation, waste handling, etc. If appropriate, based on regulatory mandates, a full-face piece respirator may be worn to satisfy this requirement. Equipment shall conform with ANSI Z87.1-2003.

4. Foot Protection: Nonskid footwear shall be provided to all remediation workers. Footwear shall conform to ANSI Z41- 1999.

5. Visitor Clothing: The Contractor shall provide authorized visitors with suitable protective clothing, eye protection, and footwear as described herein, whenever they enter the work area.

E. Worker and Authorized Visitor Protection Procedures for Work Area Entry:

1. Each worker and authorized visitor shall put on a respirator with filters and clean protective clothing before entering the work area, except workers intending to rewear contaminated protective clothing stored in the work area shall enter wearing only respirators.

Page 10: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 7 ADDENDUM NO. 5 – ATTACHMENT 2

a. Note: Workers and authorized visitors can don protective clothing over street clothes or undergarments before entering the remediation work area.

2. The Contractor’s employees shall perform a positive/negative pressure respirator fit test (on negative pressure respirators) each time prior to entering the work area. If leakage occurs, the respirator must be readjusted or replaced.

3. Workers and authorized visitors shall maintain their respirators. Condition of all respirator parts shall be checked daily, and they shall be replaced when necessary.

4. Workers or visitors leaving the work area shall HEPA vacuum all visible dust and debris from the outer layer of protective clothing. Remove outer layer of protective clothing inside the work and deposit the clothing in a 6-mil plastic bag or drum-type container. Do not remove the respirator. HEPA vacuum street clothes or undergarments. Use disinfectant wipes or towelettes to wipe dust or debris from around face and respirator. Respirator can be removed after exiting the work area.

5. Potentially contaminated work footwear shall be stored in plastic sealable bags when not in use in the work area. Store potentially contaminated protective clothing in the work area for reuse, or place in receptacles for disposal with other contaminated material.

6. Workers shall not eat, drink, smoke, chew gum or tobacco, or apply cosmetics in or near the work area or ante room except in areas designated by Thompson Lab. Smoking is prohibited in all areas of the building.

7. Workers shall be fully protected with respirators and protective clothing immediately prior to the first disturbance of mold contaminated materials and until final cleanup is completed and clearances obtained. Following mold remediation, workers within containment areas shall be required to don clean protective clothing as appropriate or required by MSDH or the Thompson Laboratory.

1.13 EQUIPMENT REMOVAL PROCEDURES

A. Clean all external surfaces of waste bags, containers and/or equipment thoroughly by HEPA-vacuuming and wet wiping before removing such items from the work area.

1.14 NEGATIVELY PRESSURIZED ENCLOSURE EXHAUST AIR

A. Exhaust air from each negatively pressurized enclosure shall only be vented to the exterior of the building unless otherwise approved Thompson Laboratory. Such outlets shall not be near or adjacent to other building intake vents or louvers or at entrances to building.

1.15 APPLICABLE PUBLICATIONS AND/OR REFERENCES

A. In addition to federal, state and local regulations which govern this project, the following publications are listed and become part of this specification to the extent they are referenced in this document.

1. American National Standards Institute (ANSI):

a. Z41- 1999 Men’s Safety Toe Footwear

b. Z87.1-2003 Practice for Occupational and Educational Eye and Face Protection

c. Z89.1-2003 Requirements for Industrial Head Protection

2. Field Guide for the Determination of Biological Contaminants in Environmental Samples; American Industrial Hygiene Association Publications, Second Edition.

3. Guidelines for Environmental Infection Control in Health-Care Facilities; Centers for Disease Control and Prevention.

4. IICRC S500 Standard and Reference Guide for Professional Water Damage Restoration, Fourth Edition; Institute of Inspection Cleaning and Restoration Certification.

Page 11: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 8 ADDENDUM NO. 5 – ATTACHMENT 2

5. IICRC S520 Standard and Reference Guide for Professional Mold Remediation; Institute of Inspection Cleaning and Restoration Certification, Second Edition.

6. National Institute for Occupational Safety and Health (NIOSH): “Respiratory Protection A Guide for the Employee.”

7. Recognition, Evaluation, and Control of Indoor Mold edited by Bradley Prezant, Donald Weekes, J. David Miller, American Industrial Hygiene Association Publications, Second Edition.

1.16 PRE-INSTALLATION MEETINGS

A. Pre-installation meetings for convened to review requirements for coordination prior to start of work at each containment area.

B. Coordinate with preinstallation meeting required under Section 04 0100 which require attendance of all installers falling under the responsibility of the envelope restoration specialty contractor.

1. Attendees shall include, at a minimum:

a. Authorized representatives of the Owner, Architect, Contractor.

b. Envelope restoration specialty contractor, including field and shop foremen.

c. Representatives of each installer, including field and shop foremen.

d. Representative of system manufacturers as applicable.

e. Representative of containment and temporary protection specialty contractor.

f. Other trades directly affected by the work.

2. Review all requirements and conditions necessary and incidental to the successful completion of the work described in this section. Review methods and procedures related to the modification of curtain wall system components required for the completion of associated work including but not limited to, the following:

a. Coordination of all trades directly affected by the work to ensure proper sequencing and construction with measures required to maintain the integrity of containment systems.

b. Emergency response measures.

c. Requirements and locations for Contractor-supported investigations.

1.17 SEQUENCING AND SCHEDULING

A. Contractor shall schedule and sequence the work in a manner that will allow for efficient demolition, repair and re-assembly at each work area.

B. Coordinate with subcontractors providing finish repairs at interior spaces to limit disturbance to the operation of the facility and provide for efficient turn-over of work areas.

PART 2 PRODUCTS

2.01 MATERIALS

A. Deliver all materials in original packages, containers, or bundles bearing the name of the manufacturer and the brand name.

B. Store all materials off the ground, away from wet or damp surfaces, and under cover to prevent damage or contamination. Damaged or deteriorating materials shall not be used and shall be removed from the premises.

C. Fire retardant polyethylene sheeting at least 6-mil in thickness shall be used.

D. Tape shall be capable of sealing joints of adjacent sheets of polyethylene and for use in attachment of polyethylene sheet to finished or unfinished surfaces of similar materials and shall be capable of adhering under dry and wet conditions.

Page 12: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 9 ADDENDUM NO. 5 – ATTACHMENT 2

E. Flame retardant, corrugated polypropylene Correx® boards (Protecta Board), or approved equal can be used for construction of the work area.

F. Manometers shall be used to monitor the pressure differential between the work area and adjacent occupied spaces.

G. 6-mil polyethylene bags shall be used for mold contaminated waste.

H. Spray adhesive can be used for sealing polyethylene-to-polyethylene.

I. Protective devices such as, but not limited to, disposable clothing, respirators, gloves, hard hats, shoes, etc., shall conform to ANSI standards where standards exist.

J. Fire resistant sealants shall be compatible with concrete, metals, wood, cable jacketing, etc. Sealant shall prevent fire, smoke, water, and toxic fumes from penetrating through sealants. Sealant shall have a flame spread, smoke and fuel contribution of zero, and shall be ASTM and UL rated 3 hours for standard method of fire test for fire stop systems.

K. Anti-microbial Disinfectant/Cleaner: Fosters 40-80, or approved equivalent.

L. Anti-Microbial Encapsulant: Fosters 40-20, or approved equivalent.

2.02 TOOLS AND EQUIPMENT

A. Provide suitable tools for removal of building materials containing fungal growth and contamination.

B. Provide sufficient number of HEPA-filtered vacuum cleaners (dry/wet) equipped with wet pick-up adapters, floor wands, and/or crevice tools.

C. AFDs shall utilize high efficiency particulate air (HEPA) filters.

D. The Remediation Contractor shall provide several spare HEPA-AFDs of different sizes. As necessary, the spare units shall be kept on site to be used should active units fail.

E. Transportation equipment, as required, shall be suitable for loading, temporary storage, and unloading of contaminated waste without exposure to persons or property.

PART 3 EXECUTION

3.01 GENERAL INFORMATION

A. Pre-Startup Safety Meeting:

1. Prior to the beginning of on-site work, all Remediation Contractor employees and Contractor employees scheduled to work within the contained areas shall attend a pre-startup safety meeting conducted by the Remediation Contractor that addresses at least the following issues specific for this project:

a. fire/emergency procedures

b. internal administrative and inspection procedures

c. personal protective measures

d. respiratory protection program

e. safety and health hazards

f. specific mold remediation practices and procedures, and

g. waste handling practices and procedures

3.02 EXHAUST AIR

A. At locations indicated in the documents, install HEPA-AFDs to exhaust air through temporary panels located (and temporarily engaged within) window frames or as otherwise approved. Temporary panels installed in window frames must be designed to prevent rainwater from entering the work area. Exhaust air shall be HEPA filtered.

Page 13: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 10 ADDENDUM NO. 5 – ATTACHMENT 2

1. HEPA-AFDs shall operate 24 hours per day in order to maintain a negative pressure differential of not less than 0.01 inches of water between the ante room and work area.

2. As necessary, contractor shall supply supplemental electrical service to maintain 24 hour per day operation of the HEPA-AFDs and coordinate with the laboratory’s power emergency plan. Contractor shall provide and maintain independent standalone emergency power capability during the remediation work.

B. HEPA-AFD exhaust units shall be operated in accordance with the manufacturer’s recommendations.

C. Contractor will maintain spare filters and HEPA-AFDs on site to ensure constant and uninterrupted negative pressurization of the work area.

D. Contractor to advise the Thompson Laboratory when pressurization of work areas may be temporarily affected by the work and coordinate timing of all such occurrences.

3.03 ELECTRICAL AND/OR COMMUNICATION EQUIPMENT

A. As necessary, enclose deactivated electrical and/or communication equipment with two layers of 6-mil polyethylene sheeting sealed with tape.

3.04 INTERIM LIFE SAFETY MEASURES

A. In coordination with the Building Owner, Remediation Contractor shall comply with all Mississippi State Department of Health Thompson Lab Interim Life Safety and the Mississippi State Fire Marshall requirements.

3.05 PREPARATION OF CRITICAL BARRIERS AND BUILDING PROTECTION

A. Critical barriers shall be constructed as follows:

1. Isolate the work area for the duration of the work by sealing all openings, including but not limited to, doorways, ducts, grilles, diffusers, pipe chases, drains, grates, and any other penetrations of the work areas, with 6-mil polyethylene sheeting sealed with tape. Pipe penetrations can be sealed with spray foam. Use caulking where necessary. Coordinate any adjustments required to HVAC equipment with building engineers.

2. If damage occurs to the work barriers at any time during the remediation activities, work in the remediation area shall immediately stop. Repairs will then be made to barriers, and Remediation Contractor shall verify that the negative pressure differential between the work area and occupied areas of the building has been maintained and/or restored.

3.06 ENCLOSURE SYSTEM

A. The enclosure system shall consist of a buffer room, ante room and work area using fire retardant Correx® sheeting and/or fire retardant polyethylene sheeting for each of the containment areas identified on the floor plans. There will be a total of nine (9) containment areas, 3 on the 1st floor, 2 on the 2nd floor, 2 on the 3rd floor and 2 on the 4th floor. The nine (9) containment areas are designated in the documents as 1S, 1SE and 1NE for the 1st floor, 2S and 2E for the 2nd floor, 3S and 3E for the 3rd floor and 4S and 4E for the 4th floor. Access to each work area shall only be through the buffer room. See floor plan indicating location of each buffer room, ante room and work area.

B. Storm doors will be installed at the entrance to the buffer room, ante room and work area. Sticky mats on Masonite™ shall be taped to the floor outside the entrances to the ante room and work area. Doors shall have single acting lever type hardware approved by the fire marshal for emergency operation by building occupants.

C. HEPA-AFDs will be installed to negatively pressurize the work area in relation to the ante room and adjacent occupied areas. A manometer shall be installed in the ante room to indicate that the work area is continuously maintained at a negative pressure of not less than 0.01 inches of water

Page 14: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 11 ADDENDUM NO. 5 – ATTACHMENT 2

column in relation to the ante room. HEPA-AFDs will also be used to positively pressurize the buffer rooms relative to the corridors and ante rooms.

D. The ante room must be kept in a clean/sanitary condition at all times. Accumulation of used materials, debris, and other non-sanitary conditions will not be permitted. A HEPA filtered vacuum and/or wet wipe methods shall be used to periodically clean accumulated dust or debris in the ante room at least once per week.

E. Workers must follow decontamination procedures prior to exiting the ante room. With the exception of respirators, all protective clothing must be removed in the ante room. Disposable protective clothing not to be reused shall be placed in 6-mil polyethylene bags and disposed as mold contaminated waste. Utilize HEPA vacuum to remove dust or debris on clothing or skin in the ante room. Workers shall remove their respirators after exiting the work area.

F. The approved enclosures shall be maintained following remediation until such time as the repair work of this project is complete and there is no threat of dust or other contaminates entering the building from the work area as approved by the Architect.

3.07 WORK AREA INSPECTIONS

A. Work Area Preparation Inspection:

1. After preparation of the work areas and enclosure system(s), the Environmental Consultant shall conduct an inspection to ensure completeness of the work area per the specification requirements. As necessary, the Environmental Consultant will use smoke tubes to determine if penetrations between the work area and adjacent areas have been properly sealed.

2. Contractor shall maintain the integrity and pressurization of the contained areas until all dust generating activities and the envelope repairs have been completed.

3. No mold remediation operations shall commence without the approval of the Environmental Consultant following a work area preparation inspection.

B. Final Visual Inspection for Mold Remediation:

1. After completion of the mold remediation operations, the Environmental Consultant shall inspect the work areas to verify the cleanliness of the areas. The work area must be free of mold growth, dust or debris.

3.08 DEMOLITION OF MOLD CONTAMINATED BUILDING MATERIALS

A. The documents identify the work areas on each floor where gypsum wallboard and possibly other building materials will need to be removed. As necessary, gypsum wallboard and possibly other building materials will need to be removed at least 1 foot beyond all sections containing visible mold growth.

3.09 REMEDIATION DEMOLITION PREPARATION AND SEQUENCE OF MOLD REMEDIATION

A. Isolate remediation work areas as previously specified in Section 3.6.

B. General Sequence of Work Area Preparation.

1. Contractor will install a buffer room, ante room and work area at each location indicated in the documents. A storm door will be installed at the entrance to the buffer room, ante room and work area. Storm doors must be a minimum of 36 inches wide and operated by single-action lever handles with common and familiar operation such as current latch sets in the existing corridor doors. Before installing containments coordinate relocation of fire alarm devices, refer to Electrical Drawings. Remediation Contractor to coordinate with work of mechanical contractor to provide necessary relocation of HVAC components and/or adjustment of controls and relocation/modification of sprinkler heads within the work area. Coordinate all adjustments to the building HVAC with the Architect and Building Engineer.

2. The contractor must maintain unobstructed egress to, though, and from the south stairs at all times, and the stair shaft doors must remain in-place and closed, at all times.

Page 15: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 12 ADDENDUM NO. 5 – ATTACHMENT 2

3. Hard barriers for containments are to be constructed using Correx™ board and aluminum or metal studs, and storm doors. Edges and openings are to be sealed with duct tape, 6 mil plastic sheeting and fire safe caulk as needed.

4. Where laboratory or office doors open into the proposed work area, ante-room, or buffer room, doors may be temporarily blocked providing that the maximum travel distance does not exceed 125 feet from the furthest point in the lab, through the next available door, to the stair door.

5. For containment area 1NE a second Correx™ board barrier wall is required to be installed around the perimeter of the work area on the interior, and the space between the two barrier walls must be positively pressurized with a HEPA-AFD.

6. Establish negative pressure in each work area in relation to the ante room and adjacent occupied areas. A pressure differential of not less than 0.01 inches of water column shall be maintained between the work area and ante room and monitored utilizing a manometer.

7. Affix appropriate mold remediation warning signs and temporary egress signs at the entrance door to each work area.

8. Install sticky mats on Masonite™ by taping to the floor outside the entrance to the ante room and work area.

9. Contractor shall request and secure a work area preparation inspection from Environmental Consultant for each buffer room, ante room and work area.

10. Contractor is responsible for removing base cabinets and fixtures as required to facilitate containment construction, or to provide access to the work.

11. In the event that existing cabinetry inside a work area contains mold growth or is water damaged, the remediation contractor shall notify the Environmental Consultant to determine whether the cabinet can be cleaned and encapsulated with Foster 40-20™ or should be removed.

12. For containment areas with lay-in ceiling tiles, construct and properly pressurize the containment with ceiling grid and tiles in place. After proper pressurization remove the ceiling grid and ceiling tiles as necessary to extend the hard barriers to the ceiling decking. As necessary, contractor shall use dust control measures when constructing contained areas for work areas.

13. For containment areas with gypsum wallboard (GWB) ceilings, construct and properly pressurize the containment with the GWB ceiling in place. After proper pressurization remove sections of the GWB ceiling as necessary to extend the hard barriers to the decking.

14. In the event that visible mold growth is present on pipe insulation, remove pipe insulation at least 1 foot beyond section containing visible mold growth. Stained pipe insulation that does not show signs of visible mold growth can be cleaned and sealed with Foster 40-20™.

15. Remove sections of gypsum wallboard (including applied wall treatments) containing visible mold growth. Removed area should extend at least 1 foot beyond area or section containing visible mold growth.

16. Utilize HEPA vacuums to repeatedly clean all surfaces from ceiling-to-floor to remove visible dust or debris, and use wet wipe technique using Foster 40-80™ disinfectant to remove dust from all surfaces.

17. Request initial visual inspection. Re-clean as needed.

18. Request final visual inspection and post remediation assessment sampling in each work area.

19. Release work area(s).

C. Dust barriers to facilitate soffit and slab edge repairs

1. Set-up temporary containment using zip poles, 6-mil plastic sheeting, and zipper doors and install a HEPA-AFD at the locations of the soffit and slab edge repairs. As an option, use a moveable HEPA cart system as the temporary containment.

Page 16: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 13 ADDENDUM NO. 5 – ATTACHMENT 2

2. Remove lay-in ceiling tiles to install dust protection barrier made from 6-mil plastic sheeting and/or Correx™ board, duct tape and fire safe caulk as necessary from the ceiling mullion to deck on floors 1, 2 and 3.

a. Note: where rooms affected by the slab repair work have GWB ceilings, the GWB ceilings do not have to be removed.

3. Reinstall the lay-in ceiling tiles where removed, replace all damaged ceiling (and/or suspension system), with matching material.

3.10 REMEDIATION DEMOLITION

A. The Contractor shall keep the site and work area free from accumulations of material or debris caused by the demolition activities and free from any flammable or ignitable materials that may present a fire hazard.

B. All demolished materials will be treated as mold contaminated waste. The Remediation Contractor shall bag all demolished waste in 6-mil polyethylene bags and HEPA-vacuum and wet wipe the exterior of the bags to remove dust and/or contamination before removing the bagged waste from the work area. As bagged waste is removed from the work area, it must be immediately placed in a roll cart or container with a cover lid. Time of day and pathway that the roll cart or container is taken outside of the building shall be coordinated with Thompson Laboratory. Elevators are not to be used by the Contractor.

C. In the event that materials are removed that create or expose openings through the walls or floor, the Remediation Contractor shall utilize either 6-mil polyethylene plastic or equivalent impermeable layer to immediately seal penetrations in order to maintain the work area at a negative pressure differential of not less than 0.01 inches of water in relation to the ante room and adjacent occupied areas.

D. If any building sections or other areas adjacent to the enclosed project area becomes or are suspected of being contaminated with spores as a result of the Remediation Contractor’s work that were not part of the original scope of work, the Remediation Contractor shall thoroughly and totally decontaminate (e.g. cleaning contaminated surfaces with HEPA-vacuums and performing HEPA-air washing, as necessary) the affected space(s). These areas shall be subject to detailed visual inspection and sampling at the Building Owner’s Representative and/or Environmental Consultant’s discretion.

E. All work must immediately stop within the work area until the source or cause of the contamination outside of the enclosed work area is discovered and corrected.

F. Surfaces to be cleaned should be wiped with damp rags, not soaking, using Foster 40-80™ disinfectant. Potable water and surfactant soap (detergent solution) can be used for general cleanup and removal of dust from surfaces. If water sprayers are utilized for dust suppression, the Remediation Contractor shall use either manually operated sprayers or airless sprayers. Rags shall be changed often to prevent spreading fungal contamination onto the surfaces being cleaned.

G. The Contractor shall coordinate with the Thompson Laboratory during the removal and transport of containerized waste bags to the waste disposal truck or dumpster.

3.11 EQUIPMENT AND MATERIAL REMOVAL PROCEDURES

A. Thoroughly clean external surfaces of waste bags containing mold contaminated waste and materials and equipment by HEPA vacuuming and wet wiping prior to removing from the work area. After waste bags are removed from the work area, they must be immediately placed inside a roll cart or container with a cover lid. Equipment, materials and/or containers not being disposed shall be free of all visible debris and dust and placed in 6-mil bags or wrapped and sealed in 6-mil plastic. Transport of all materials outside of the building must be coordinated with the Thompson Laboratory.

Page 17: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 14 ADDENDUM NO. 5 – ATTACHMENT 2

B. No items shall be removed from the work area without coordinating with Thompson Laboratory. All items shall be subject to inspection by the Environmental Consultant who will designate items requiring further cleaning of visible dust.

3.12 CLEAN-UP AFTER REMEDIATION DEMOLITION

A. Repeated HEPA Vacuuming of Surfaces – Initial: After demolition, the Remediation Contractor shall repeatedly HEPA-vacuum all surfaces, including but not limited to, beams, bar joists, pipes, suspended ceiling grid, walls and floors, horizontal surfaces, window framing, and ceilings, as necessary.

B. Wet Wiping of Surfaces – Initial: Cleaning of non-porous or metal surfaces should be performed by repeatedly wiping the surface with damp rags, not soaking, wetted with Foster 40-80™ disinfectant. The solution and rags shall be changed often to prevent spreading fungal contamination onto the surfaces being cleaned.

1. HEPA-Vacuuming of Surfaces Fine Cleaning:

a. After surfaces have been wiped clean of visible dust and/or debris with damp rags and detergent solution or tap water and thoroughly dried, the Contractor shall again repeatedly HEPA-vacuum all surfaces in the contained area, including but not limited to, walls and floors, soffit assemblies, window framing, and all horizontal surfaces.

2. HEPA-Air Washing Fine Cleaning:

a. The Contractor shall provide and install HEPA-AFDs for airwashing in each work area in order to continuously remove airborne fungal contamination and dusts inside the work during the cleaning phase, and for a minimum of 8 hours after the remedial efforts have been completed before sampling. As necessary, pre-filters and/or HEPA filters for each HEPA-AFD shall be changed.

3.13 POST REMEDIATION ASSESSMENT

A. When visual inspections and/or post remediation assessments are specified, the Contractor shall notify the Building Owner, Architect, and Environmental Consultant 5 days in advance of the day and time when the Contractor will be ready for such inspections or assessments.

B. Post remediation assessment for each work area will consist of the following:

1. Visual inspection for the presence of visible fungal growth and dust/dirt free conditions.

2. Air samples for total spore counts will be collected in the work area and outdoors for comparison purposes. Air samples for total spore counts must meet post remediation assessment criteria detailed in Section 3.14.

3. In the event that the air samples for total spore counts are not considered to be acceptable using the post remediation assessment criteria, Remediation Contractor shall be required to re-clean all surfaces inside the work area and conduct HEPA airwashing for 8 hours. Steps 1 and 2 will subsequently be re-performed by the Environmental Consultant.

C. Air samples for total spore counts will be sent via FedEx for overnight delivery to an American Industrial Hygiene Association (AIHA) Laboratory Accreditation Program, Environmental Microbiology Laboratory Accreditation Program accredited laboratory for same day analysis, if available, or 24 hour analysis turnaround time.

D. Visual Inspection:

1. The Contractor shall notify the Architect/Environmental Consultant when final cleaning of all surfaces inside the work area has been completed. The Environmental Consultant will perform a visual inspection of the work area after the demolition and cleaning of all surfaces has been completed.

2. If during the inspection any visible dust, debris, or fungal growth is observed, using the criteria stated herein, the Remediation Contractor shall re-clean the area. The Environmental Consultant shall provide in writing a punch list of items that do not meet final visual inspection criteria.

Page 18: GS# 522-052, Thompson Lab PHIII

THOMPSON LAB PHIII STATE DEPARTMENT OF HEALTH

GS# 522-052 (1802)

MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS 02 8500 - 15 ADDENDUM NO. 5 – ATTACHMENT 2

3. If the work area passes visual inspection, the Environmental Consultant will proceed with the post remediation sampling assessment.

a. During HEPA-airwashing operations, the Contractor shall seal the contained area and entry will be prohibited until the Environmental Consultant is prepared to collect post remediation air samples inside the work area. The Architect and Environmental Consultant will determine when the work barriers and enclosure can be removed after the post remediation assessment has met the requirements of this specification.

3.14 POST REMEDIATION SAMPLING

A. Post Remediation Assessment Criteria:

1. Air samples for total spore counts must meet the following assessment criteria:

a. Indoor/Outdoor Concentrations – Total concentrations indoors should be less than outdoors.

b. Fungal structures characterized in the air samples for total spore counts collected in the contained area(s) must be less than and consistent with the rank order of the same fungal structure types characterized outdoors. Minor differences in spore types found indoors compared to outdoors are acceptable.

2. If the air samples do not meet the above criteria, surfaces inside the containments shall be HEPA vacuumed and damp wiped and the HEPA-AFDs operated for 24 hours prior to re-sampling. All costs associated with additional testing will be borne by the Contractor.

3.15 HANDLING AND DISPOSAL OF MOLD CONTAMINATED WASTE

A. Waste Material Removal and/or Packaging:

1. All waste generated in the work area must be placed in 6-mil polyethylene bags and sealed. Prior to being removed from the work area, waste bags must be HEPA-vacuumed and wet wiped with a detergent solution to remove any visible dust on the outside of the bags. During waste load out, bags must be immediately placed in a roll cart or container that has a cover lid. The time of day and pathway by which the cart is taken out of the building must be coordinated with Thompson Laboratory.

2. The Contractor shall utilize a lockable, roll-off type waste disposal container or truck with an enclosed bed to accept waste bags as they are removed each workday. As an option, the Remediation Contractor can use a work truck to remove the bagged waste from the site daily. If a dumpster is used, it is to be locked during non-work hours.

END OF SECTION

Page 19: GS# 522-052, Thompson Lab PHIII

GS#

522-0

52, Sta

te D

epar

tmen

t o

f H

ealt

h

Th

om

pso

n L

ab

PH

III

Jack

son

, M

issi

ssip

pi

W F

T

A

R C

H I

T E

C T

S

P

. A.

A r

c h

i t e

c t

u r e

H

i s t

o r

i c P

r e

s e r

v a

t i o

nC

. Law

son

New

man

, AIA

W

esle

y A

. Har

p, A

IA77

0 N

orth

Sta

te S

treet

Ja

ckso

n, M

issi

ssip

pi

3920

2P.

601.

352.

4691

emai

l: m

ail@

wfta

rchi

tect

.com

ADDENDUM NO. 5 -ATTACHMENT 3

AutoCAD SHX Text
HB
AutoCAD SHX Text
RE
AutoCAD SHX Text
ER
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
GM
AutoCAD SHX Text
AV
AutoCAD SHX Text
SD
AutoCAD SHX Text
ER
AutoCAD SHX Text
ARGON
AutoCAD SHX Text
FRED E. THOMPSON STATE PUBLIC HEALTH LABORATORY
AutoCAD SHX Text
MSDH PARKING GARAGE
AutoCAD SHX Text
DR. ALTON B. COBB, MARY D. OSBORNE STATE PUBLIC HEALTH BUILDING
AutoCAD SHX Text
SS
AutoCAD SHX Text
(SS)
AutoCAD SHX Text
(SS)
AutoCAD SHX Text
(SS)
AutoCAD SHX Text
(SS)
AutoCAD SHX Text
SW
AutoCAD SHX Text
(SW)
AutoCAD SHX Text
(SW)
AutoCAD SHX Text
WOODROW WILSON DRIVE
AutoCAD SHX Text
24'-0"
AutoCAD SHX Text
24'-0"
AutoCAD SHX Text
122'-0"±
AutoCAD SHX Text
122'-0"±
AutoCAD SHX Text
122'-0"±
AutoCAD SHX Text
122'-0"±
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
SD
AutoCAD SHX Text
PL
AutoCAD SHX Text
PL
AutoCAD SHX Text
SD
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
WM
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
ER
AutoCAD SHX Text
ER
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
COV
AutoCAD SHX Text
FD
AutoCAD SHX Text
PIV
AutoCAD SHX Text
DT
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
DT
AutoCAD SHX Text
DT
AutoCAD SHX Text
DT
AutoCAD SHX Text
AV
AutoCAD SHX Text
CONTRACTOR PKG. ON TOP LEVEL OF GARAGE
AutoCAD SHX Text
CONTRACTOR ENTRANCE/EXIT
AutoCAD SHX Text
CONTRACTOR MAY ACCESS THESE SPACES ON AS-NEEDED BASIS. DO NOT FENCE THIS AREA
AutoCAD SHX Text
MSDH DUMPSTER
AutoCAD SHX Text
CONTRACTOR MAY USE MAIN DRIVE ONLY FOR MATERIAL DELIVERY AND TRANSFER MAINTAIN ONE CLEAR LANE OF TRAFFIC AT ALL TIMES
AutoCAD SHX Text
CONTRACTOR MAY USE NORTH DRIVE FOR MATERIAL DELIVERY AND TRANSFER AND TO ACCESS THE PARKING GARAGE
AutoCAD SHX Text
THESE SPACES SHALL BE RESERVED FOR LABORATORY DELIVERY PARKING
AutoCAD SHX Text
CONTRACTOR MAY USE THE EXIST. DUMPSTER SPACE. DO NOT FENCE THIS AREA.
AutoCAD SHX Text
THE EXIST. MSDH DUMPSTER MUST REMAIN ACCESSIBLE TO THE TRASH TRUCK APPROACHING ALONG THE WEST DRIVE CONTRACTOR MAY RELOCATE DUMPSTER TO ALLOW ACCESS TO DUMPSTER PAD
AutoCAD SHX Text
EXIST. LAWN TO REMAIN
AutoCAD SHX Text
EXIST. SECURITY GATE TO REMAIN IN OPERATION DURING THE COURSE OF THE PROJECT
AutoCAD SHX Text
THESE PKG. SPACES RESERVED FOR THE USE OF MSDH VISITORS
AutoCAD SHX Text
THESE PKG. SPACES RESERVED FOR THE USE OF MSDH VISITORS
AutoCAD SHX Text
PKG. GARAGE ENTRANCE/EXIT
AutoCAD SHX Text
LOADING DOCK RESERVED FOR LABORATORY DELIVERY PARKING
AutoCAD SHX Text
PL
AutoCAD SHX Text
SD
AutoCAD SHX Text
71'-0"
AutoCAD SHX Text
71'-0"
AutoCAD SHX Text
WEST DRIVE
AutoCAD SHX Text
MAIN DRIVE
AutoCAD SHX Text
NORTH DRIVE
AutoCAD SHX Text
BASE BID
AutoCAD SHX Text
REPLACE WALK AT ALT. NO. 1
AutoCAD SHX Text
BASE BID
AutoCAD SHX Text
REPLACE WALK AT ALT. NO. 1
AutoCAD SHX Text
MAINTAIN CLEAR ACCESS TO FIRE DEPT. CONNECTION AT ALL TIMES
AutoCAD SHX Text
PROVIDE GATE TO ALLOW EGRESS THROUGH SECURITY FENCE
AutoCAD SHX Text
CONTRACTOR SHALL MAINTAIN CLEAR EGRESS AND SECURITY AT EXTERIOR DOOR AT ALL TIMES
AutoCAD SHX Text
CONTRACTOR SHALL MAINTAIN CLEAR EGRESS AND SECURITY AT EXTERIOR DOOR AT ALL TIMES
AutoCAD SHX Text
MAINTAIN CLEAR ACCESS TO ARGON TANK
AutoCAD SHX Text
PP
AutoCAD SHX Text
SD
AutoCAD SHX Text
WM
AutoCAD SHX Text
FH
AutoCAD SHX Text
CO
AutoCAD SHX Text
FD
AutoCAD SHX Text
COV
AutoCAD SHX Text
PIV
AutoCAD SHX Text
AV
AutoCAD SHX Text
GM
AutoCAD SHX Text
ER
AutoCAD SHX Text
HB
AutoCAD SHX Text
PL
AutoCAD SHX Text
DT
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
STORM DRAIN
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
FIRE DEPT. CONNECTION
AutoCAD SHX Text
CUT OFF VALVE
AutoCAD SHX Text
POST INDICATOR VALVE
AutoCAD SHX Text
CRAWL SPACE AIR VENT
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
EXTERIOR RECEPTACLE
AutoCAD SHX Text
HOSE BIB
AutoCAD SHX Text
POLE MOUNTED LIGHT
AutoCAD SHX Text
IN-GROUND DILUTION TANK
AutoCAD SHX Text
EXISTING SITE UTILITY LEGEND
AutoCAD SHX Text
SITE PLAN GENERAL NOTES A. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC AND THE CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC AND PARKING TO THE AREAS INDICATED. SEE SPEC SECTION O1 8000, SPECIAL REQUIREMENTS FOR ADDITIONAL INFORMATION REGARDING CONTRACTOR'S USE OF PREMISES. WHEN ACCESS IS REQUIRED TO OTHER AREAS AROUND THE BUILDING, THE CONTRACTOR SHALL CONTACT THE ARCHITECT AND OWNER'S REPRESENTATIVE AT LEAST 48 HOURS AHEAD OF TIME TO COORDINATE. B. EXISTING PARKING SPACES ALONG THE MAIN AND NORTH DRIVES EXISTING PARKING SPACES ALONG THE MAIN AND NORTH DRIVES SHALL REMAIN IN USE DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT AND OWNER WHEN PARKING SPACES MUST BE TAKEN OUT OF USE TO PROTECT THE PUBLIC DUE TO THE CLOSE PROXIMITY OR DANGEROUS NATURE OF WORK. C. THROUGHOUT THE COURSE OF THE WORK & ESPECIALLY WHEN THROUGHOUT THE COURSE OF THE WORK & ESPECIALLY WHEN VEHICLES OR EQUIPMENT MUST BE DRIVEN ONTO THE GRASSED AREAS AROUND THE BUILDING, THE CONTRACTOR SHALL TAKE PRECAUTIONS NECESSARY TO PROTECT EXISTING CONCRETE CURBING & WALKS, EXISTING UTILITIES & OTHER EXISTING ELEMENTS & MATERIALS. D. THE CONTRACTOR SHALL RE-GRADE THE AREAS OF THE SITE THE CONTRACTOR SHALL RE-GRADE THE AREAS OF THE SITE DAMAGED BY CONSTRUCTION TRAFFIC DURING THE COURSE OF THE WORK TO REMOVE RUTS, GOUGES, TRENCHES, DEPRESSIONS AND OTHER IMPERFECTIONS AND LEAVE AREAS WITH SMOOTH, STRAIGHT GROUND SURFACES, SLOPED TO DRAIN AWAY FROM THE BUILDING. E. THE CONTRACTOR SHALL RE-SOD ALL GRASSED AREAS WITHIN THE THE CONTRACTOR SHALL RE-SOD ALL GRASSED AREAS WITHIN THE WORK AREA OUTLINED ON THE SITE PLAN AS WELL AS ANY ADDITIONAL GRASSED AREAS DAMAGED DURING THE COURSE OF THE WORK. F. THE CONTRACTOR SHALL PROTECT FROM DAMAGE DURING THE THE CONTRACTOR SHALL PROTECT FROM DAMAGE DURING THE COURSE OF THE WORK THE EXISTING SHRUBS IN THE PLANTER AT THE TOP OF THE RETAINING WALL AROUND THE BUILDING'S SOUTHEAST CORNER. ANY SHRUBS, TOPSOIL, MULCH AND PLANTING BED MATERIAL REMOVED OR DAMAGED DURING THE COURSE OF THE WORK SHALL BE REPLACED. G. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES WHERE INDICATED AND AS REQ'D BY LOCAL, STATE AND FEDERAL REQUIREMENTS. ALL EROSION CONTROL MEASURES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE MISSISSIPPI PLANNING AND DESIGN MANUAL FOR THE CONTROL OF EROSION, SEDIMENT AND STORMWATER. REFER TO THE MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY'S FIELD MANUAL FOR EROSION AND SEDIMENT CONTROL ON CONSTRUCTION SITES IN MISSISSIPPI, SECOND EDITION, 2005, FOR INSTALLATION AND MAINTENANCE OF EROSION CONTROL STRUCTURES. H. THE WORK ITEMS DESCRIBED ON THIS SHEET SHOULD BE THE WORK ITEMS DESCRIBED ON THIS SHEET SHOULD BE UNDERSTOOD AS A GENERAL GUIDE AND DO NOT NECESSARILY DEPICT ALL ITEMS THAT MAY BE REQUIRED FOR A COMPREHENSIVE STORMWATER POLLUTION PREVENTION PLAN. THE CONTRACTOR SHALL ENSURE THAT ALL LOCAL, STATE AND FEDERAL REQUIREMENTS FOR STORMWATER POLLUTION PREVENTION, WATER QUALITY AND ILLEGAL POINT SOURCE DISCHARGE ARE PROPERLY IMPLEMENTED AND STRICTLY ADHERED TO. THE CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL MEASURES REQUIRED FOR THE PROJECT THROUGHOUT THE COURSE OF THE WORK. I. WHERE WORK IS REQUIRED AT EXISTING PLANTERS, THE WHERE WORK IS REQUIRED AT EXISTING PLANTERS, THE CONTRACTOR SHALL CAREFULLY REMOVE EXISTING SHRUBS AND REPLANT WITHIN PLANTER. AT COMPLETION OF WORK, RETURN SHRUBS TO ORIGINAL LOCATION.
AutoCAD SHX Text
SITE CONSTRUCTION LEGEND
AutoCAD SHX Text
DEMOLISH EXIST. CONC. WALK AND INSTALL NEW WATERPROOFING, REINF. TOPPING SLAB, AND CONC. REINSTALL AIR VENT GRILLES. SLOPE PAVING DO DRAIN POSITIVELY AWAY FROM WINDOW SYSTEM. PROVIDE TOOLED PROVIDE TOOLED CONTROL JOINTS TO MATCH EXISTING LAYOUT. REPLACE SEALANT JOINTS. REINSTALL COLUMN COVERS.
AutoCAD SHX Text
AREA AVAILABLE FOR USE BY THE CONTRACTOR DURING THE COURSE OF THE WORK. PROTECT EXISTING MATERIALS, ELEMENTS AND UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL ERECT CONSTRUCTION FENCING ALONG THE PERIMETER SHOWN TO PREVENT ACCESS TO THE WORK AREA. FENCING SHALL CONSIST OF CHAIN LINK FENCE PANELS, 6 FEET HIGH, SUPPORTED ON POSTS DRIVEN INTO THE GROUND A MIN. OF 36 INCHES. WHERE INSTALLED ON PAVING, USE PREFABRICATED BASES. COVER ALL FENCING WITH FABRIC FENCE SCREEN EQ. TO SERIES 600 COMMERCIAL OPEN POLYPROPYLENE MESH (WWW.FENCESCREEN.COM). FINAL OUTLINE OF FENCE TO BE DETERMINED IN CONSULTATION WITH THE OWNER.
AutoCAD SHX Text
PEDESTRIAN ACCESS ROUTE TO BE ENCLOSED BY A PROTECTIVE STRUCTURE. PROVIDE AN ENGINEERED SYSTEM DESIGNED TO PROTECT PEDESTRIANS FROM FALLING OVERHEAD DEBRIS AND FROM WINDBORN DUST AND DEBRIS. ENCLOSE SIDES OF STRUCTURE W/ FABRIC FENCE SCREEN DESCRIBED ABOVE.
AutoCAD SHX Text
EXIT ACCESS ROUTE TO BE MAINTAINED BY THE CONTRACTOR CLEAR AND FREE OF OBSTRUCTIONS THROUGHOUT THE COURSE OF THE WORK. CONTRACTOR SHALL MAINTAIN EGRESS AND OPERATION OF PANIC HARDWARE AT EXTERIOR STAIR DOORS AT ALL TIMES. DOORS SHALL REMAIN CLOSED AND LOCKED FROM EXTERIOR. CONTRACTOR SHALL MAINTAIN SECURITY AT ALL TIMES.
AutoCAD SHX Text
EROSION CONTROL MEASURES: SILT FENCE ALONG DOWNSLOPE EDGES OF CONSTRUCTION WORK AREA STRAW WATTLES AT EXISTING STORM DRAINS
AutoCAD SHX Text
TYP. AT CONCRETE WALK SLABS, PROVIDE #4 REINF. @ 12" O.C. EA. WAY.
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
TOPSOIL AND SOD AS SPECIFIED
AutoCAD SHX Text
3/4" Ø REBAR DOWELS @ 12" O.C. DO NOT ALLOW TO TILT MORE THAN 1/4" PER FOOT OUT OF LEVEL. DRILL INTO END OF EXIST SLAB & SET IN EPOXY
AutoCAD SHX Text
1/2" CLR. EXP. JNT. TOOL EDGE OF SLAB 1/4" R. PROVIDE EXP. BD. MATERIAL & FILL RESERVOIR W/ SEALANT AS SPECIFIED.
AutoCAD SHX Text
TYP. AT CONCRETE WALK SLABS, PROVIDE #4 REINF. @ 12" O.C. EA. WAY
AutoCAD SHX Text
SAWCUT EXISTING CONC. WALK IN STRAIGHT LINE, PERPENDICULAR TO SIDES. NEATLY GRIND EDGE TO " 14" CHAMFER
AutoCAD SHX Text
EXIST. CONC. WALK TO REMAIN
AutoCAD SHX Text
INSTALL 1" PVC SLEEVES OVER ENDS OF DOWELS.CLOSE END W/ TAPE.
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
TYP. AT CONCRETE WALK SLABS, PROVIDE #4 REINF. @ 12" O.C. EA. WAY.
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
1/4" TOOLED JNT. W/ 1/4" R. EDGES
AutoCAD SHX Text
3/4"Ø REBAR DOWELS @ 12" O.C. DO NOT ALLOW TO TILT MORE THAN 1/4" PER FOOT OUT OF LEVEL.
AutoCAD SHX Text
1/2" CLR. EXP. JNT. TOOL EDGE OF SLAB 1/4" R. PROVIDE EXP. BD. MATERIAL & FILL RESERVOIR W/ SEALANT AS SPECIFIED.
AutoCAD SHX Text
TYP. AT CONCRETE WALK SLABS, PROVIDE #4 REINF. @ 12" O.C. EA. WAY. DISCONTINUE REINF. @ JOINT
AutoCAD SHX Text
INSTALL 1" PVC SLEEVES OVER ENDSOF DOWELS. CLOSE END W/ TAPE.
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
FILL JOINT WITH SEALANT TO CORNERS TAKING CARE TO KEEP EXPOSED FACES OF GRANITE OR CONCRETE CLEAN BY MASKING THE FACES OF FLANKING UNITS. TOOL SURFACE CONCAVE, SEE SPEC.
AutoCAD SHX Text
EXISTING WALL, DRAINAGE STRUCTURE, CURBING, ETC.
AutoCAD SHX Text
SEALANT, SEE SCHEDULE AT SPECIFICATIONS
AutoCAD SHX Text
BACKER ROD CONT. (SIZE PER MANUF.'S REQ'MTS. FOR COMPRESSION AT JT.)
AutoCAD SHX Text
PREMOLDED EXPANSION JT. FILLER, CONT.
AutoCAD SHX Text
EXISTING WALL, DRAINAGE STRUCTURE, CURBING, ETC.
AutoCAD SHX Text
JOINT WIDTH
AutoCAD SHX Text
C
AutoCAD SHX Text
JOINT TYPE B - WALK CONTROL JOINT - SEE DETAIL 4/A0.0.1
AutoCAD SHX Text
JOINT TYPE C - WALK CONSTRUCTION JOINT - SEE DETAIL 5/A0.0.1, 25' O.C. MAX.
AutoCAD SHX Text
CONCRETE WALK PAVING LEGEND AREA OF NEW CONCRETE WALK W/ TYP. JNTS.
AutoCAD SHX Text
A
AutoCAD SHX Text
JOINT TYPE A - WALK CONSTRUCTION JOINT NEW TO EXISTING CONC. - SEE DETAIL 3/A0.0.1
AutoCAD SHX Text
B
AutoCAD SHX Text
A0.0.1
AutoCAD SHX Text
2
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SITE PLAN AND TEMPORARY ACCESS REQUIREMENTS
AutoCAD SHX Text
1/16" = 1' - 0"
AutoCAD SHX Text
1
AutoCAD SHX Text
A0.0.1
AutoCAD SHX Text
CLN
AutoCAD SHX Text
WAH
AutoCAD SHX Text
Approved:
AutoCAD SHX Text
Of
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Job:
AutoCAD SHX Text
:
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Sheets
AutoCAD SHX Text
1802
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
30 JUL 2021
AutoCAD SHX Text
ADDENDUM 5 10/11/2021
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
TYPICAL CONCRETE WALK
AutoCAD SHX Text
1-1/2" = 1' - 0"
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
JOINT A - CONSTRUCTION JT. AT NEW TO EXIST. CONC. WALK
AutoCAD SHX Text
1-1/2" = 1' - 0"
AutoCAD SHX Text
3
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
JOINT B - CONC. WALK CONTROL JNT.
AutoCAD SHX Text
1-1/2" = 1' - 0"
AutoCAD SHX Text
4
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
JOINT C - CONSTRUCTION JT. AT CONC. WALK
AutoCAD SHX Text
1-1/2" = 1' - 0"
AutoCAD SHX Text
5
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
TYPICAL SEALANT JT.
AutoCAD SHX Text
FULL
AutoCAD SHX Text
6
Page 20: GS# 522-052, Thompson Lab PHIII

WATERLAB1302

MILKLAB1301

STRAINING1310

WASH1309

MEDIA1308

MICROSCOPEEQUIP.

1307 VESTIBULE1306

OFFICE1305

VESTIBULE1304

MEN1004

CORRIDOR1002

ELEVATORLOBBY1001

CORRIDOR1003

WOMEN1005

SECURELOBBY

1012

VISITORLOBBY

1015

VESTIBULE1014

RECEPTION1013

VESTIBULE1410

GROSSPREP LAB

1406

OFFICE1103

VESTIBULE1104

COLD ROOM1106

COLD ROOM1105

RECEIVING / BULK STORAGE

1100

OFFICE1102

METALS1203

ACCESSIONING1200

FIRE PUMP1110

KILL TANK1111 NECROPSY

1205

EVIDENCESTORAGE

1206 BSL3LAB1207

ANTE1208

SHOWER1210

RECEIVINGENTRY

1220WORKAREA1209

LOADINGDOCK1022

CHEMWASTE

1023

SCREENING1011

COMM1009

ELECTRICAL1008

BREAK1006

INSTRUMENTROOM1402

STAIRNO. 2

PREP SPACE1401

OFFICE1409

STOR1403

RAD. LAB1404

RADSAMPLE STOR.

1404

GENERALSTORAGE

1408VESTIBULE

1407

ANTE1204

1

35

5

6 44

4

4

47

2

4

8

99

99

11

4

FEC

FE *

HFE

HFE *

1S

1NE

1SE

1

FECFE

*

HFEC/HFE

1S

GS#

522-0

52, Sta

te D

epar

tmen

t o

f H

ealt

h

Th

om

pso

n L

ab

PH

III

Jack

son

, M

issi

ssip

pi

W F

T

A

R C

H I

T E

C T

S

P

. A.

A r

c h

i t e

c t

u r e

H

i s t

o r

i c P

r e

s e r

v a

t i o

nC

. Law

son

New

man

, AIA

W

esle

y A

. Har

p, A

IA77

0 N

orth

Sta

te S

treet

Ja

ckso

n, M

issi

ssip

pi

3920

2P.

601.

352.

4691

emai

l: m

ail@

wfta

rchi

tect

.com

ADDENDUM NO. 5 -ATTACHMENT 4

AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B2
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
ELEVATOR NO. 2
AutoCAD SHX Text
ELEVATOR NO. 1
AutoCAD SHX Text
ELEVATOR NO. 3
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
HB
AutoCAD SHX Text
RE
AutoCAD SHX Text
ER
AutoCAD SHX Text
ER
AutoCAD SHX Text
ER
AutoCAD SHX Text
ARGON
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
GM
AutoCAD SHX Text
OD
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
AV
AutoCAD SHX Text
SD
AutoCAD SHX Text
PB
AutoCAD SHX Text
PB
AutoCAD SHX Text
PB
AutoCAD SHX Text
PB
AutoCAD SHX Text
PB
AutoCAD SHX Text
PB
AutoCAD SHX Text
PB
AutoCAD SHX Text
PB
AutoCAD SHX Text
ER
AutoCAD SHX Text
NEXION ICP-MS
AutoCAD SHX Text
ICP-MS
AutoCAD SHX Text
ICP-AES
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
GAS PROP. GAMMA DET. (LEAD LINED)
AutoCAD SHX Text
FH
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
AC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
PUMP
AutoCAD SHX Text
FOSS CR
AutoCAD SHX Text
AC
AutoCAD SHX Text
G
AutoCAD SHX Text
DD TABLE
AutoCAD SHX Text
GBOX
AutoCAD SHX Text
PUBLIC DROP
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
SAMPLE DROP-OFF
AutoCAD SHX Text
REPLACE PANEL HPA
AutoCAD SHX Text
A3.1.1
AutoCAD SHX Text
1
AutoCAD SHX Text
DEMO
AutoCAD SHX Text
FH
AutoCAD SHX Text
A2.1.1
AutoCAD SHX Text
1
AutoCAD SHX Text
A2.1.1
AutoCAD SHX Text
2
AutoCAD SHX Text
ANTE ROOM
AutoCAD SHX Text
A1.1.1
AutoCAD SHX Text
1
AutoCAD SHX Text
DEMO
AutoCAD SHX Text
A3.1.2
AutoCAD SHX Text
1
AutoCAD SHX Text
RENOV.
AutoCAD SHX Text
ANTE ROOM
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
ANTE ROOM
AutoCAD SHX Text
A1.1.2
AutoCAD SHX Text
1
AutoCAD SHX Text
RENOV
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
MAINTAIN EGRESS
AutoCAD SHX Text
HB
AutoCAD SHX Text
PROTECTED PUBLIC ACCESS MAINTAIN EGRESS AT ALL TIMES
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
BUFFER
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
(-ve)
AutoCAD SHX Text
BUFFER
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
(+ve)
AutoCAD SHX Text
(+ve)
AutoCAD SHX Text
(-ve)
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
BUFFER
AutoCAD SHX Text
(+ve)
AutoCAD SHX Text
(-ve)
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
SEE ELEC. DWGS.
AutoCAD SHX Text
OVERALL FLOOR PLAN LEGEND EXISTING PARTITION TO REMAIN EXISTING EXTERIOR CAVITY WALL WITH BRICK VENEER NEW INSULATED METAL PANEL SYSTEM ON MTL. FRAMING SYSTEM NEW GYP. BD. PARTITION, SEE PARTITION SCHED. 2 HOUR RATED FIRE WALL (*) 1 HOUR RATED FIRE WALL (*) BSL-3 CONTAINMENT PERIMETER (*) * EXTENT AS INDICATED AT DOCUMENTS: EXTENT AS INDICATED AT DOCUMENTS: GS 522-042: 11/13/08
AutoCAD SHX Text
1. EAST ENTRANCE TO REMAIN OPEN TO STAFF AND PUBLIC AT ALL EAST ENTRANCE TO REMAIN OPEN TO STAFF AND PUBLIC AT ALL TIMES DURING THE WORK. PROVIDE TEMPORARY PEDESTRIAN ENCLOSURE WITH OVERHEAD PROTECTION. SUBMIT PLANS FOR TEMPORARY PROTECTION TO ARCHITECT FOR OWNER APPROVAL. PROVIDE FOR THE FOLLOWING (REFER TO A0.1.1. FOR REQ'MTS.): A. LIGHTING WITHIN ENCLOSURE AT ALL TIMES. B. TEMPORARILY RE-LOCATE INTERCOM AND DOOR OPERATOR PUSH BUTTONS TO ENCLOSURE, SEE ELEC. DWGS. 2. CONTRACTOR SHALL PROVIDE FOR MEASURES TO ENSURE ACCESS CONTRACTOR SHALL PROVIDE FOR MEASURES TO ENSURE ACCESS THROUGH THE CORRIDOR WORK SPACES, ANTEROOM AND BUFFER ROOM TO THE EXIT ACCESS DOOR AT ALL TIMES. PROVIDE PHOTOLUMINESCENT EGRESS SIGNAGE AT CORRIDOR SIDE OF DOOR AND WITHIN EXIT ENCLOSURE. 3. EXIST. FIRE RATED DOOR TO REMAIN, PROVIDE DUST PROTECTIVE EXIST. FIRE RATED DOOR TO REMAIN, PROVIDE DUST PROTECTIVE COVER W/ EGRESS CAPACITY, PER APPROVAL OF STATE FIRE MARSHAL. 4. WORK AREA ACCESS DOOR TO PROVIDE DUST CONTROL EQ. TO WORK AREA ACCESS DOOR TO PROVIDE DUST CONTROL EQ. TO STORM DOOR OR OTHER DOOR MEETING REQUIREMENTS FOR CONTAINMENT. 5. REMOVE DOOR AND PROVIDE HARD CONTAINMENT AT DOOR REMOVE DOOR AND PROVIDE HARD CONTAINMENT AT DOOR OPENING, REINSTALL DOOR. 6. REMOVE IGU FOR EXHAUST. REMOVE IGU FOR EXHAUST. 7. REMOVE EXISTING DOOR AT WORK AREA. REINSTALL AT REMOVE EXISTING DOOR AT WORK AREA. REINSTALL AT COMPLETION. 8. REMOVE PORTION OF EXISTING PARTITION AND INSTALL NEW DOOR REMOVE PORTION OF EXISTING PARTITION AND INSTALL NEW DOOR 3'-0"X6'-0". CONTRACTOR SHALL PROVIDE THE FOLLOWING: A. RELOCATE EXISTING DISCONNECT SERVING APPROX. 10' EAST PROVIDE NEW FEED TO EXISTING PANEL LDP1A AT ELECTRICAL ROOM 1008. TERMINATE SURFACE MOUNTED RACEWAY AND CONDUCTORS ON EAST SIDE OF NEW DOOR FRAME, BOTH SIDES OF PARTITION. REFER TO ELEC. DWGS. B. RELOCATE WALL MOUNTED AIR DRYER (CANISTER FILTER MOUNTED ON WALL BRACKET) WITHIN SLACK OF EXISTING HOSING. C. DEMOLISH EXISTING LIQUID NITROGEN DROP TO ABOVE CEILING AND CAP. D. PROVIDE NEW DOOR, FRAME, AND HARDWARE MATCHING DOOR AT EAST END OF LAB, SIZE SHALL BE 3 X7 . PATCH FINISHES. 0X7 . PATCH FINISHES. 0. PATCH FINISHES. 9. PROVIDE TEMP. HARDWALL PARTITION DURING DEMOLITION OF PROVIDE TEMP. HARDWALL PARTITION DURING DEMOLITION OF ARCHITECTURAL PRECAST CONCRETE AND EXTERIOR WALL. 10. ABOVE CEILING PROTECTION TO BE PROVIDED AT IF ALTERNATE ABOVE CEILING PROTECTION TO BE PROVIDED AT IF ALTERNATE NUMBER 2 IS ACCEPTED. 11. REMOVE ADDITIONAL CABINETS AND COUNTERTOP BEYOND REMOVE ADDITIONAL CABINETS AND COUNTERTOP BEYOND LOCATIONS INDICATED ON DEMOLITION PLANS AS REQUIRED TO INSTALL CONTAINMENT BARRIERS AS INDICATED. INCLUDE ADDITIONAL REMOVAL OF SURFACEMOUNTED RACEWAY, CONDUCTORS, RECEPTACLES AND DEVICES. PATCH SHEET VINYL FLOORING FULL EXTEND, INCLUDING KNEE SPACES. REINSTALL COUNTERTOPS AND BASE CABINETS TO MATCH EXISTING.
AutoCAD SHX Text
OVERALL PLAN KEYED NOTES:
AutoCAD SHX Text
APPROX. BOUNDARY OF LEVEL 4 ICRA (INFECTIOUS CONTROL RISK ASSESSMENT) BARRIER WALL. CONTINUOUS FLOOR TO DECK.** BARRIER WALL. CONTINUOUS FLOOR TO DECK.** APPROX. BOUNDARY OF BUFFER BARRIER AREA BARRIER WALL. BARRIER WALL. CONTINUOUS FLOOR TO DECK. ** DUST PROTECTION BARRIER ABOVE CEILING FROM CEILING MULLION CEILING FROM CEILING MULLION TO DECK DURING SOFFIT REPAIRS ** APPROX. BOUNDARY OF EXTERIOR WEATHER PROTECTION ENCLOSURE. COORD. SEQUENCING WITH DEMOLITION TO MAINTAIN PRESSURIZATION. CONTINUOUS FLOOR TO DECK. ** ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR AND SUBMITTED ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR AND SUBMITTED FOR APPROVAL BY ARCHITECT/OWNER. HEPA-FILTERED AIR FLOW DEVICE, SIZED PER PRESSURIZATION REQ'MTS.
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
CONTAINMENT AREA (SEE SECTION 02 8500) EXIT ACCESS EXIT DISCHARGE FIRE EXTINGUISHER IN RECESSED CABINET FIRE EXTINGUISHER ON WALL BRACKET INDICATES TEMPORARY LOCATION TO PROVIDED BY G.C. DURING CONSTRUCTION INDICATES HALOTRON TYPE FIRE EXTINGUISHER IN RECESSED CABINET/WALL BRACKET
AutoCAD SHX Text
1. ENGINEERING CONTROLS (I.E., SPECIALIZED CONTAINMENTS) ENGINEERING CONTROLS (I.E., SPECIALIZED CONTAINMENTS) SHALL BE PROVIDED BY A SPECIALIZED CONTAINMENT CONTRACTOR AND SHALL MAINLY CONSIST OF INDIVIDUALLY CONSTRUCTED CONTAINMENTS AROUND A WORK AREA DURING A PARTICULAR PHASE OF WORK. 2. ENGINEERING CONTROLS SHALL BE IDENTIFIED AS IDENTIFIED ENGINEERING CONTROLS SHALL BE IDENTIFIED AS IDENTIFIED HEREIN, WITH THE CONTAINMENT CONTRACTOR'S CONTROL SYSTEMS REVIEWED BY THE OWNER'S CIH. THE OWNER'S CIH. 3. THE CONTAINMENTS SHALL BE CONSTRUCTED OF A RIGID THE CONTAINMENTS SHALL BE CONSTRUCTED OF A RIGID FRAME WITH SOLID WALLS WHERE NECESSARY, ALTHOUGH POLYETHYLENE SHEET COULD BE USED IN LESS CRITICAL OR HAZARDOUS AREAS. ANTEROOMS AND BUFFER ROOMS SHALL BE INSTALLED OUTSIDE THE CONTAINMENT AT ALL WORK AREAS, AS INDICATED AT THIS SHEET. 4. IN GENERAL, THE CONTAINMENTS SHALL BE KEPT UNDER NEGATIVE IN GENERAL, THE CONTAINMENTS SHALL BE KEPT UNDER NEGATIVE PRESSURE BY USE OF HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTER NEGATIVE AIR MACHINES, WITH SUPPLEMENTAL FILTRATION BY AIR SCRUBBING MACHINES. CERTAIN AREAS MAY REQUIRE USE OF DEHUMIDIFICATION EQUIPMENT OR PORTABLE AIR CONDITIONING AND HEATING. EFFORTS WILL BE MADE TO EXHAUST THE CONTAINMENT AIR TO THE EXTERIOR OF THE BUILDING. 5. DURING THE WORK, SENSITIVE LABORATORY EQUIPMENT THAT DURING THE WORK, SENSITIVE LABORATORY EQUIPMENT THAT CANNOT BE RELOCATED MAY REQUIRE ADDITIONAL PROTECTION IN THE FORM OF COVERING OR PROTECTION TO BE FABRICATED. 6. REFER TO THE REQUIREMENTS OF SECTION 01 8000, SPECIAL REFER TO THE REQUIREMENTS OF SECTION 01 8000, SPECIAL REQUIREMENTS, PART 7 - CONTRACTOR'S PROTECTION OF THE INTERIOR AND SECTION 02 8500 - MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS. 7. ENGINEERING CONTROLS SHALL BE PROVIDED UNDER THE BASE ENGINEERING CONTROLS SHALL BE PROVIDED UNDER THE BASE BID AND UNDER ALTERNATES AS APPLICABLE TO WORK AREAS DESCRIBED AT SECTION SECTION 01 8000, PART 3 - ALTERNATE SUPPLEMENT.
AutoCAD SHX Text
GENERAL ENGINEERING CONTROLS NOTES:
AutoCAD SHX Text
1. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING BASE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING BASE CABINETS AND FIXTURES TO FACILITATE CONTAINMENT CONSTRUCTION. 2. HARD BARRIERS FOR CONTAINMENTS TO BE CONSTRUCTED USING HARD BARRIERS FOR CONTAINMENTS TO BE CONSTRUCTED USING CORREX BOARD AND ALUMINUM STUDS, AND STORM DOORS. EDGES AND OPENINGS TO BE SEALED WITH DUCT TAPE, 6 MIL PLASTIC SHEETING AND FIRE SAFE CAULK AS NEEDED. 3. A MANOMETER IS TO BE PLACED IN THE ANTE ROOM TO MEASURE A MANOMETER IS TO BE PLACED IN THE ANTE ROOM TO MEASURE THE DIFFERENTIAL PRESSURE IN THE WORK AREA. 4. MAINTAIN 0.01 INCHES OF WATER BETWEEN THE ANTE ROOM AND MAINTAIN 0.01 INCHES OF WATER BETWEEN THE ANTE ROOM AND WORK AREA USING HIGH EFFICIENCY PARTICULATE AIR FILTERED AIR FILTRATION DEVICES (HEPA-AFD) FOR THE DURATION OF THE WORK. 5. INSTALL STICKY MATS ON MASONITE BY TAPING TO THE FLOOR INSTALL STICKY MATS ON MASONITE BY TAPING TO THE FLOOR OUTSIDE THE ENTRANCE TO THE ANTE ROOM AND WORK AREA. 6. THE CONTAINMENT IN ROOMS 1401 AND 1402 REQUIRES THE CONTAINMENT IN ROOMS 1401 AND 1402 REQUIRES INSTALLATION OF A SECOND CORREX BOARD BARRIER WALL ON THE INTERIOR AND INSTALLATION OF A HEPA-AFD DISCHARGING INTO THE VOID BETWEEN THE TWO BARRIER WALLS AND A TEMPORARY HARD BARRIER DURING REMOVAL OF APC/CURTAIN WALL, AS SHOWN ON DRAWING. THIS WILL REQUIRE COORDINATION/SEQUENCING TO MAINTAIN PRESSURIZATION. 7. REFER TO SPECIFICATIONS AT SECTION 02 8500 FOR ADDITIONAL REFER TO SPECIFICATIONS AT SECTION 02 8500 FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
GENERAL CONTAINMENT NOTES:
AutoCAD SHX Text
1. FOR CONTAINMENT AREAS WITH LAY-IN CEILING TILES, CONSTRUCT FOR CONTAINMENT AREAS WITH LAY-IN CEILING TILES, CONSTRUCT AND PROPERLY PRESSURIZE THE CONTAINMENT WITH CEILING GRID AND TILES IN PLACE. AFTER PROPER PRESSURIZATION REMOVE THE CEILING GRID AND CEILING TILES AS NECESSARY TO EXTEND THE HARD BARRIERS TO THE CEILING DECKING. 2. FOR CONTAINMENT AREAS WITH GYPSUM WALLBOARD (GWB) FOR CONTAINMENT AREAS WITH GYPSUM WALLBOARD (GWB) CEILINGS, CONSTRUCT AND PROPERLY PRESSURIZE THE CONTAINMENT WITH THE GWB CEILING IN PLACE. AFTER PROPER PRESSURIZATION REMOVE SECTIONS OF THE GWB CEILING AS NECESSARY TO EXTEND THE HARD BARRIERS TO THE DECKING.
AutoCAD SHX Text
CONTAINMENT CONSTRUCTION SEQUENCING:
AutoCAD SHX Text
1. SET-UP TEMPORARY CONTAINMENT USING ZIP POLES, 6-MIL SET-UP TEMPORARY CONTAINMENT USING ZIP POLES, 6-MIL PLASTIC SHEETING, AND ZIPPER DOORS AND INSTALL A HEPA-AFD AT THE LOCATIONS OF THE SOFFIT AND SLAB EDGE REPAIRS. AS AN OPTION, USE A MOVEABLE HEPA CART SYSTEM AS THE TEMPORARY CONTAINMENT. 2. REMOVE LAY-IN CEILING TILES TO INSTALL DUST PROTECTION REMOVE LAY-IN CEILING TILES TO INSTALL DUST PROTECTION BARRIER MADE FROM 6-MIL PLASTIC SHEETING AND/OR CORREX BOARD, DUCT TAPE AND FIRE SAFE CAULK AS NECESSARY FROM THE CEILING MULLION TO DECK ON FLOORS 1, 2 AND 3. NOTE: ROOMS WITH GWB CEILINGS DO NOT HAVE TO BE REMOVED. 3. REINSTALL THE LAY-IN CEILING TILES. REINSTALL THE LAY-IN CEILING TILES. 4. AFTER INSTALLATION OF THE CEILING TILES, HEPA VACUUM AND AFTER INSTALLATION OF THE CEILING TILES, HEPA VACUUM AND DAMP WIPE ALL SURFACES INSIDE THE TEMPORARY CONTAINMENT. 5. REMOVE TEMPORARY CONTAINMENT.REMOVE TEMPORARY CONTAINMENT.
AutoCAD SHX Text
DUST BARRIERS TO FACILITATE SOFFIT AND SLAB EDGE REPAIRS:
AutoCAD SHX Text
1. REMOVE SECTIONS OF GYPSUM WALLBOARD CONTAINING VISIBLE REMOVE SECTIONS OF GYPSUM WALLBOARD CONTAINING VISIBLE MOLD GROWTH. REMOVED AREA SHOULD EXTEND AT LEAST 1 FOOT BEYOND AREA OR SECTION CONTAINING VISIBLE MOLD GROWTH. 2. IN THE EVENT THAT EXISTING CABINETRY INSIDE A WORK AREA IN THE EVENT THAT EXISTING CABINETRY INSIDE A WORK AREA CONTAINS MOLD GROWTH OR IS WATER DAMAGED, THE REMEDIATION CONTRACTOR SHALL NOTIFY THE ENVIRONMENTAL CONSULTANT TO DETERMINE WHETHER THE CABINET CAN BE CLEANED AND ENCAPSULATED WITH FOSTER 40-20 OR SHOULD OR SHOULD BE REMOVED. 3. UTILIZE HEPA VACUUMS TO REPEATEDLY CLEAN ALL SURFACES UTILIZE HEPA VACUUMS TO REPEATEDLY CLEAN ALL SURFACES FROM CEILING-TO-FLOOR TO REMOVE VISIBLE DUST OR DEBRIS, AND USE WET WIPE TECHNIQUE USING FOSTER 40-80 DISINFECTANT TO REMOVE DUST FROM ALL SURFACES. 4. THE REMEDIATION CONTRACTOR SHALL KEEP THE SITE AND WORK THE REMEDIATION CONTRACTOR SHALL KEEP THE SITE AND WORK AREA FREE FROM ACCUMULATIONS OF MATERIAL OR DEBRIS CAUSED BY THE DEMOLITION ACTIVITIES AND FREE FROM ANY FLAMMABLE OR IGNITABLE MATERIALS THAT MAY PRESENT A FIRE HAZARD. 5. ALL DEMOLISHED MATERIALS WILL BE TREATED AS MOLD ALL DEMOLISHED MATERIALS WILL BE TREATED AS MOLD CONTAMINATED WASTE. THE REMEDIATION CONTRACTOR SHALL BAG ALL DEMOLISHED WASTE IN 6-MIL POLYETHYLENE BAGS AND HEPA-VACUUM AND WET WIPE THE EXTERIOR OF THE BAGS TO REMOVE DUST AND/OR CONTAMINATION BEFORE REMOVING THE BAGGED WASTE FROM THE WORK AREA. AS BAGGED WASTE IS REMOVED FROM THE WORK AREA, IT MUST BE IMMEDIATELY PLACED IN A ROLL CART OR CONTAINER WITH A COVER LID. TIME OF DAY AND PATHWAY THAT THE ROLL CART OR CONTAINER IS TAKEN OUTSIDE OF THE BUILDING SHALL BE COORDINATED WITH THOMPSON LAB ADMINISTRATION. 6. IN THE EVENT THAT MATERIALS ARE REMOVED THAT CREATE OR IN THE EVENT THAT MATERIALS ARE REMOVED THAT CREATE OR EXPOSE OPENINGS THROUGH THE WALLS OR FLOOR, THE REMEDIATION CONTRACTOR SHALL UTILIZE EITHER 6-MIL POLYETHYLENE PLASTIC OR EQUIVALENT IMPERMEABLE LAYER TO IMMEDIATELY SEAL PENETRATIONS IN ORDER TO MAINTAIN THE WORK AREA AT A NEGATIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCHES OF WATER IN RELATION TO THE ANTE ROOM.
AutoCAD SHX Text
MOLD REMEDIATION:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FIRST FLOOR PLAN
AutoCAD SHX Text
1/8" = 1' - 0"
AutoCAD SHX Text
1
AutoCAD SHX Text
Approved:
AutoCAD SHX Text
Of
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Job:
AutoCAD SHX Text
:
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Sheets
AutoCAD SHX Text
1802
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
30 JUL 2021
AutoCAD SHX Text
A0.1.1
AutoCAD SHX Text
ADDENDUM 2 8/26/2021
AutoCAD SHX Text
ADDENDUM 5 10/11/2021
Page 21: GS# 522-052, Thompson Lab PHIII

WOMEN2005

JANITOR2007

STAIRNO. 2

STAIRNO. 1

BREAK2006

ELECTRICAL2008

COMM2009

CORRIDOR2003

OPEN OFFICE AREA2201

STORAGE2207

ORGANIC CHEMISTRYVOC LAB

2110

PREP ROOM2109

PREP ROOM2108

BIO-CHEMISTRY2100

CLEAN ROOM2101

OFFICE2104

ANTE ROOM2105

OFFICE2106

VESTIBULE2107

VESTIBULE2111

LAB2112

CORRIDOR2002

ELEV LOBBY2001

OFFICE2413 VESTIBULE

2412

MATERIALSPREP.2411

COLD ROOM2410

VESTIBULE2408 MEN

2004VESTIBULE

2407

ORGANICOFFICE

2406

OPEN AREAINORGANIC

2401

ICP LAB2402

HPLC LAB2403

SOC LAB2404 EXTRACTION

2405

ADMINISTRATIVEOFFICES

2500

VESTIBULE2204

ROOF BELOW

ROOF BELOW

CORRIDOR2503

VESTIBULE2501

FACILITYMANAGER

2503

OFFICE2504

OFFICE2505

2506OFFICE

2500

OFFICE2507OFFICE

2508

OFFICE2509

OFFICE2510

STOR.2511 OFFICE

2501OFFICE

2513

VESTIBULE2502

35

64

2

4

10

5

11

1111

6

44

10 10 10

4

5

FEC

FE *

2S

2E

1

FECFE

*

HFEC/HFE

1S

GS#

522-0

52, Sta

te D

epar

tmen

t o

f H

ealt

h

Th

om

pso

n L

ab

PH

III

Jack

son

, M

issi

ssip

pi

W F

T

A

R C

H I

T E

C T

S

P

. A.

A r

c h

i t e

c t

u r e

H

i s t

o r

i c P

r e

s e r

v a

t i o

nC

. Law

son

New

man

, AIA

W

esle

y A

. Har

p, A

IA77

0 N

orth

Sta

te S

treet

Ja

ckso

n, M

issi

ssip

pi

3920

2P.

601.

352.

4691

emai

l: m

ail@

wfta

rchi

tect

.com

ADDENDUM NO. 5 -ATTACHMENT 5

AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B2
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
G.8
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
ELEVATOR NO. 2
AutoCAD SHX Text
ELEVATOR NO. 1
AutoCAD SHX Text
ELEVATOR NO. 3
AutoCAD SHX Text
SUPPLY SHAFT
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
DN
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
ICP-MS
AutoCAD SHX Text
ICP-MS
AutoCAD SHX Text
GC-MS
AutoCAD SHX Text
SPE
AutoCAD SHX Text
LC- MS- MS
AutoCAD SHX Text
LC- MS- MS
AutoCAD SHX Text
LC- MS- MS
AutoCAD SHX Text
GC-MS
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
AE
AutoCAD SHX Text
EVAP
AutoCAD SHX Text
FH
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
ICP
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
HPLC
AutoCAD SHX Text
A1.1.1
AutoCAD SHX Text
2
AutoCAD SHX Text
DEMO
AutoCAD SHX Text
A1.1.2
AutoCAD SHX Text
2
AutoCAD SHX Text
RENOV
AutoCAD SHX Text
A4.1.1
AutoCAD SHX Text
1
AutoCAD SHX Text
DEMO
AutoCAD SHX Text
A4.1.2
AutoCAD SHX Text
1
AutoCAD SHX Text
RENOV.
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
ANTE ROOM
AutoCAD SHX Text
REMOVE FINISHES INCLUDING SHEET VINYL FLOORING, FLASH COVE BASE AND GYP. BD. AS REQUIRED TO ACCESS SLAB EDGE SEAL AND MEMBRANE TERMINATION BELOW. PATCH FINISHES TO MATCH EXISTING
AutoCAD SHX Text
ANTE ROOM
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
MAINTAIN EGRESS
AutoCAD SHX Text
BUFFER
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
(-ve)
AutoCAD SHX Text
(+ve)
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
BUFFER
AutoCAD SHX Text
(-ve)
AutoCAD SHX Text
(+ve)
AutoCAD SHX Text
OVERALL FLOOR PLAN LEGEND EXISTING PARTITION TO REMAIN EXISTING EXTERIOR CAVITY WALL WITH BRICK VENEER NEW INSULATED METAL PANEL SYSTEM ON MTL. FRAMING SYSTEM NEW GYP. BD. PARTITION, SEE PARTITION SCHED. 2 HOUR RATED FIRE WALL (*) 1 HOUR RATED FIRE WALL (*) BSL-3 CONTAINMENT PERIMETER (*) * EXTENT AS INDICATED AT DOCUMENTS: EXTENT AS INDICATED AT DOCUMENTS: GS 522-042: 11/13/08
AutoCAD SHX Text
1. EAST ENTRANCE TO REMAIN OPEN TO STAFF AND PUBLIC AT ALL EAST ENTRANCE TO REMAIN OPEN TO STAFF AND PUBLIC AT ALL TIMES DURING THE WORK. PROVIDE TEMPORARY PEDESTRIAN ENCLOSURE WITH OVERHEAD PROTECTION. SUBMIT PLANS FOR TEMPORARY PROTECTION TO ARCHITECT FOR OWNER APPROVAL. PROVIDE FOR THE FOLLOWING (REFER TO A0.1.1. FOR REQ'MTS.): A. LIGHTING WITHIN ENCLOSURE AT ALL TIMES. B. TEMPORARILY RE-LOCATE INTERCOM AND DOOR OPERATOR PUSH BUTTONS TO ENCLOSURE, SEE ELEC. DWGS. 2. CONTRACTOR SHALL PROVIDE FOR MEASURES TO ENSURE ACCESS CONTRACTOR SHALL PROVIDE FOR MEASURES TO ENSURE ACCESS THROUGH THE CORRIDOR WORK SPACES, ANTEROOM AND BUFFER ROOM TO THE EXIT ACCESS DOOR AT ALL TIMES. PROVIDE PHOTOLUMINESCENT EGRESS SIGNAGE AT CORRIDOR SIDE OF DOOR AND WITHIN EXIT ENCLOSURE. 3. EXIST. FIRE RATED DOOR TO REMAIN, PROVIDE DUST PROTECTIVE EXIST. FIRE RATED DOOR TO REMAIN, PROVIDE DUST PROTECTIVE COVER W/ EGRESS CAPACITY, PER APPROVAL OF STATE FIRE MARSHAL. 4. WORK AREA ACCESS DOOR TO PROVIDE DUST CONTROL EQ. TO WORK AREA ACCESS DOOR TO PROVIDE DUST CONTROL EQ. TO STORM DOOR OR OTHER DOOR MEETING REQUIREMENTS FOR CONTAINMENT. 5. REMOVE DOOR AND PROVIDE HARD CONTAINMENT AT DOOR REMOVE DOOR AND PROVIDE HARD CONTAINMENT AT DOOR OPENING, REINSTALL DOOR. 6. REMOVE IGU FOR EXHAUST. REMOVE IGU FOR EXHAUST. 7. REMOVE EXISTING DOOR AT WORK AREA. REINSTALL AT REMOVE EXISTING DOOR AT WORK AREA. REINSTALL AT COMPLETION. 8. REMOVE PORTION OF EXISTING PARTITION AND INSTALL NEW DOOR REMOVE PORTION OF EXISTING PARTITION AND INSTALL NEW DOOR 3'-0"X6'-0". CONTRACTOR SHALL PROVIDE THE FOLLOWING: A. RELOCATE EXISTING DISCONNECT SERVING APPROX. 10' EAST PROVIDE NEW FEED TO EXISTING PANEL LDP1A AT ELECTRICAL ROOM 1008. TERMINATE SURFACE MOUNTED RACEWAY AND CONDUCTORS ON EAST SIDE OF NEW DOOR FRAME, BOTH SIDES OF PARTITION. REFER TO ELEC. DWGS. B. RELOCATE WALL MOUNTED AIR DRYER (CANISTER FILTER MOUNTED ON WALL BRACKET) WITHIN SLACK OF EXISTING HOSING. C. DEMOLISH EXISTING LIQUID NITROGEN DROP TO ABOVE CEILING AND CAP. D. PROVIDE NEW DOOR, FRAME, AND HARDWARE MATCHING DOOR AT EAST END OF LAB, SIZE SHALL BE 3 X7 . PATCH FINISHES. 0X7 . PATCH FINISHES. 0. PATCH FINISHES. 9. PROVIDE TEMP. HARDWALL PARTITION DURING DEMOLITION OF PROVIDE TEMP. HARDWALL PARTITION DURING DEMOLITION OF ARCHITECTURAL PRECAST CONCRETE AND EXTERIOR WALL. 10. ABOVE CEILING PROTECTION TO BE PROVIDED AT IF ALTERNATE ABOVE CEILING PROTECTION TO BE PROVIDED AT IF ALTERNATE NUMBER 2 IS ACCEPTED. 11. REMOVE ADDITIONAL CABINETS AND COUNTERTOP BEYOND REMOVE ADDITIONAL CABINETS AND COUNTERTOP BEYOND LOCATIONS INDICATED ON DEMOLITION PLANS AS REQUIRED TO INSTALL CONTAINMENT BARRIERS AS INDICATED. INCLUDE ADDITIONAL REMOVAL OF SURFACEMOUNTED RACEWAY, CONDUCTORS, RECEPTACLES AND DEVICES. PATCH SHEET VINYL FLOORING FULL EXTEND, INCLUDING KNEE SPACES. REINSTALL COUNTERTOPS AND BASE CABINETS TO MATCH EXISTING.
AutoCAD SHX Text
OVERALL PLAN KEYED NOTES:
AutoCAD SHX Text
APPROX. BOUNDARY OF LEVEL 4 ICRA (INFECTIOUS CONTROL RISK ASSESSMENT) BARRIER WALL. CONTINUOUS FLOOR TO DECK.** BARRIER WALL. CONTINUOUS FLOOR TO DECK.** APPROX. BOUNDARY OF BUFFER BARRIER AREA BARRIER WALL. BARRIER WALL. CONTINUOUS FLOOR TO DECK. ** DUST PROTECTION BARRIER ABOVE CEILING FROM CEILING MULLION CEILING FROM CEILING MULLION TO DECK DURING SOFFIT REPAIRS ** APPROX. BOUNDARY OF EXTERIOR WEATHER PROTECTION ENCLOSURE. COORD. SEQUENCING WITH DEMOLITION TO MAINTAIN PRESSURIZATION. CONTINUOUS FLOOR TO DECK. ** ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR AND SUBMITTED ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR AND SUBMITTED FOR APPROVAL BY ARCHITECT/OWNER. HEPA-FILTERED AIR FLOW DEVICE, SIZED PER PRESSURIZATION REQ'MTS.
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
CONTAINMENT AREA (SEE SECTION 02 8500) EXIT ACCESS EXIT DISCHARGE FIRE EXTINGUISHER IN RECESSED CABINET FIRE EXTINGUISHER ON WALL BRACKET INDICATES TEMPORARY LOCATION TO PROVIDED BY G.C. DURING CONSTRUCTION INDICATES HALOTRON TYPE FIRE EXTINGUISHER IN RECESSED CABINET/WALL BRACKET
AutoCAD SHX Text
1. ENGINEERING CONTROLS (I.E., SPECIALIZED CONTAINMENTS) ENGINEERING CONTROLS (I.E., SPECIALIZED CONTAINMENTS) SHALL BE PROVIDED BY A SPECIALIZED CONTAINMENT CONTRACTOR AND SHALL MAINLY CONSIST OF INDIVIDUALLY CONSTRUCTED CONTAINMENTS AROUND A WORK AREA DURING A PARTICULAR PHASE OF WORK. 2. ENGINEERING CONTROLS SHALL BE IDENTIFIED AS IDENTIFIED ENGINEERING CONTROLS SHALL BE IDENTIFIED AS IDENTIFIED HEREIN, WITH THE CONTAINMENT CONTRACTOR'S CONTROL SYSTEMS REVIEWED BY THE OWNER'S CIH. THE OWNER'S CIH. 3. THE CONTAINMENTS SHALL BE CONSTRUCTED OF A RIGID THE CONTAINMENTS SHALL BE CONSTRUCTED OF A RIGID FRAME WITH SOLID WALLS WHERE NECESSARY, ALTHOUGH POLYETHYLENE SHEET COULD BE USED IN LESS CRITICAL OR HAZARDOUS AREAS. ANTEROOMS AND BUFFER ROOMS SHALL BE INSTALLED OUTSIDE THE CONTAINMENT AT ALL WORK AREAS, AS INDICATED AT THIS SHEET. 4. IN GENERAL, THE CONTAINMENTS SHALL BE KEPT UNDER NEGATIVE IN GENERAL, THE CONTAINMENTS SHALL BE KEPT UNDER NEGATIVE PRESSURE BY USE OF HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTER NEGATIVE AIR MACHINES, WITH SUPPLEMENTAL FILTRATION BY AIR SCRUBBING MACHINES. CERTAIN AREAS MAY REQUIRE USE OF DEHUMIDIFICATION EQUIPMENT OR PORTABLE AIR CONDITIONING AND HEATING. EFFORTS WILL BE MADE TO EXHAUST THE CONTAINMENT AIR TO THE EXTERIOR OF THE BUILDING. 5. DURING THE WORK, SENSITIVE LABORATORY EQUIPMENT THAT DURING THE WORK, SENSITIVE LABORATORY EQUIPMENT THAT CANNOT BE RELOCATED MAY REQUIRE ADDITIONAL PROTECTION IN THE FORM OF COVERING OR PROTECTION TO BE FABRICATED. 6. REFER TO THE REQUIREMENTS OF SECTION 01 8000, SPECIAL REFER TO THE REQUIREMENTS OF SECTION 01 8000, SPECIAL REQUIREMENTS, PART 7 - CONTRACTOR'S PROTECTION OF THE INTERIOR AND SECTION 02 8500 - MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS. 7. ENGINEERING CONTROLS SHALL BE PROVIDED UNDER THE BASE ENGINEERING CONTROLS SHALL BE PROVIDED UNDER THE BASE BID AND UNDER ALTERNATES AS APPLICABLE TO WORK AREAS DESCRIBED AT SECTION SECTION 01 8000, PART 3 - ALTERNATE SUPPLEMENT.
AutoCAD SHX Text
GENERAL ENGINEERING CONTROLS NOTES:
AutoCAD SHX Text
1. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING BASE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING BASE CABINETS AND FIXTURES TO FACILITATE CONTAINMENT CONSTRUCTION. 2. HARD BARRIERS FOR CONTAINMENTS TO BE CONSTRUCTED USING HARD BARRIERS FOR CONTAINMENTS TO BE CONSTRUCTED USING CORREX BOARD AND ALUMINUM STUDS, AND STORM DOORS. EDGES AND OPENINGS TO BE SEALED WITH DUCT TAPE, 6 MIL PLASTIC SHEETING AND FIRE SAFE CAULK AS NEEDED. 3. A MANOMETER IS TO BE PLACED IN THE ANTE ROOM TO MEASURE A MANOMETER IS TO BE PLACED IN THE ANTE ROOM TO MEASURE THE DIFFERENTIAL PRESSURE IN THE WORK AREA. 4. MAINTAIN 0.01 INCHES OF WATER BETWEEN THE ANTE ROOM AND MAINTAIN 0.01 INCHES OF WATER BETWEEN THE ANTE ROOM AND WORK AREA USING HIGH EFFICIENCY PARTICULATE AIR FILTERED AIR FILTRATION DEVICES (HEPA-AFD) FOR THE DURATION OF THE WORK. 5. INSTALL STICKY MATS ON MASONITE BY TAPING TO THE FLOOR INSTALL STICKY MATS ON MASONITE BY TAPING TO THE FLOOR OUTSIDE THE ENTRANCE TO THE ANTE ROOM AND WORK AREA. 6. THE CONTAINMENT IN ROOMS 1401 AND 1402 REQUIRES THE CONTAINMENT IN ROOMS 1401 AND 1402 REQUIRES INSTALLATION OF A SECOND CORREX BOARD BARRIER WALL ON THE INTERIOR AND INSTALLATION OF A HEPA-AFD DISCHARGING INTO THE VOID BETWEEN THE TWO BARRIER WALLS AND A TEMPORARY HARD BARRIER DURING REMOVAL OF APC/CURTAIN WALL, AS SHOWN ON DRAWING. THIS WILL REQUIRE COORDINATION/SEQUENCING TO MAINTAIN PRESSURIZATION. 7. REFER TO SPECIFICATIONS AT SECTION 02 8500 FOR ADDITIONAL REFER TO SPECIFICATIONS AT SECTION 02 8500 FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
GENERAL CONTAINMENT NOTES:
AutoCAD SHX Text
1. FOR CONTAINMENT AREAS WITH LAY-IN CEILING TILES, CONSTRUCT FOR CONTAINMENT AREAS WITH LAY-IN CEILING TILES, CONSTRUCT AND PROPERLY PRESSURIZE THE CONTAINMENT WITH CEILING GRID AND TILES IN PLACE. AFTER PROPER PRESSURIZATION REMOVE THE CEILING GRID AND CEILING TILES AS NECESSARY TO EXTEND THE HARD BARRIERS TO THE CEILING DECKING. 2. FOR CONTAINMENT AREAS WITH GYPSUM WALLBOARD (GWB) FOR CONTAINMENT AREAS WITH GYPSUM WALLBOARD (GWB) CEILINGS, CONSTRUCT AND PROPERLY PRESSURIZE THE CONTAINMENT WITH THE GWB CEILING IN PLACE. AFTER PROPER PRESSURIZATION REMOVE SECTIONS OF THE GWB CEILING AS NECESSARY TO EXTEND THE HARD BARRIERS TO THE DECKING.
AutoCAD SHX Text
CONTAINMENT CONSTRUCTION SEQUENCING:
AutoCAD SHX Text
1. SET-UP TEMPORARY CONTAINMENT USING ZIP POLES, 6-MIL SET-UP TEMPORARY CONTAINMENT USING ZIP POLES, 6-MIL PLASTIC SHEETING, AND ZIPPER DOORS AND INSTALL A HEPA-AFD AT THE LOCATIONS OF THE SOFFIT AND SLAB EDGE REPAIRS. AS AN OPTION, USE A MOVEABLE HEPA CART SYSTEM AS THE TEMPORARY CONTAINMENT. 2. REMOVE LAY-IN CEILING TILES TO INSTALL DUST PROTECTION REMOVE LAY-IN CEILING TILES TO INSTALL DUST PROTECTION BARRIER MADE FROM 6-MIL PLASTIC SHEETING AND/OR CORREX BOARD, DUCT TAPE AND FIRE SAFE CAULK AS NECESSARY FROM THE CEILING MULLION TO DECK ON FLOORS 1, 2 AND 3. NOTE: ROOMS WITH GWB CEILINGS DO NOT HAVE TO BE REMOVED. 3. REINSTALL THE LAY-IN CEILING TILES. REINSTALL THE LAY-IN CEILING TILES. 4. AFTER INSTALLATION OF THE CEILING TILES, HEPA VACUUM AND AFTER INSTALLATION OF THE CEILING TILES, HEPA VACUUM AND DAMP WIPE ALL SURFACES INSIDE THE TEMPORARY CONTAINMENT. 5. REMOVE TEMPORARY CONTAINMENT.REMOVE TEMPORARY CONTAINMENT.
AutoCAD SHX Text
DUST BARRIERS TO FACILITATE SOFFIT AND SLAB EDGE REPAIRS:
AutoCAD SHX Text
1. REMOVE SECTIONS OF GYPSUM WALLBOARD CONTAINING VISIBLE REMOVE SECTIONS OF GYPSUM WALLBOARD CONTAINING VISIBLE MOLD GROWTH. REMOVED AREA SHOULD EXTEND AT LEAST 1 FOOT BEYOND AREA OR SECTION CONTAINING VISIBLE MOLD GROWTH. 2. IN THE EVENT THAT EXISTING CABINETRY INSIDE A WORK AREA IN THE EVENT THAT EXISTING CABINETRY INSIDE A WORK AREA CONTAINS MOLD GROWTH OR IS WATER DAMAGED, THE REMEDIATION CONTRACTOR SHALL NOTIFY THE ENVIRONMENTAL CONSULTANT TO DETERMINE WHETHER THE CABINET CAN BE CLEANED AND ENCAPSULATED WITH FOSTER 40-20 OR SHOULD OR SHOULD BE REMOVED. 3. UTILIZE HEPA VACUUMS TO REPEATEDLY CLEAN ALL SURFACES UTILIZE HEPA VACUUMS TO REPEATEDLY CLEAN ALL SURFACES FROM CEILING-TO-FLOOR TO REMOVE VISIBLE DUST OR DEBRIS, AND USE WET WIPE TECHNIQUE USING FOSTER 40-80 DISINFECTANT TO REMOVE DUST FROM ALL SURFACES. 4. THE REMEDIATION CONTRACTOR SHALL KEEP THE SITE AND WORK THE REMEDIATION CONTRACTOR SHALL KEEP THE SITE AND WORK AREA FREE FROM ACCUMULATIONS OF MATERIAL OR DEBRIS CAUSED BY THE DEMOLITION ACTIVITIES AND FREE FROM ANY FLAMMABLE OR IGNITABLE MATERIALS THAT MAY PRESENT A FIRE HAZARD. 5. ALL DEMOLISHED MATERIALS WILL BE TREATED AS MOLD ALL DEMOLISHED MATERIALS WILL BE TREATED AS MOLD CONTAMINATED WASTE. THE REMEDIATION CONTRACTOR SHALL BAG ALL DEMOLISHED WASTE IN 6-MIL POLYETHYLENE BAGS AND HEPA-VACUUM AND WET WIPE THE EXTERIOR OF THE BAGS TO REMOVE DUST AND/OR CONTAMINATION BEFORE REMOVING THE BAGGED WASTE FROM THE WORK AREA. AS BAGGED WASTE IS REMOVED FROM THE WORK AREA, IT MUST BE IMMEDIATELY PLACED IN A ROLL CART OR CONTAINER WITH A COVER LID. TIME OF DAY AND PATHWAY THAT THE ROLL CART OR CONTAINER IS TAKEN OUTSIDE OF THE BUILDING SHALL BE COORDINATED WITH THOMPSON LAB ADMINISTRATION. 6. IN THE EVENT THAT MATERIALS ARE REMOVED THAT CREATE OR IN THE EVENT THAT MATERIALS ARE REMOVED THAT CREATE OR EXPOSE OPENINGS THROUGH THE WALLS OR FLOOR, THE REMEDIATION CONTRACTOR SHALL UTILIZE EITHER 6-MIL POLYETHYLENE PLASTIC OR EQUIVALENT IMPERMEABLE LAYER TO IMMEDIATELY SEAL PENETRATIONS IN ORDER TO MAINTAIN THE WORK AREA AT A NEGATIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCHES OF WATER IN RELATION TO THE ANTE ROOM.
AutoCAD SHX Text
MOLD REMEDIATION:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SECOND FLOOR PLAN
AutoCAD SHX Text
1/8" = 1' - 0"
AutoCAD SHX Text
1
AutoCAD SHX Text
Approved:
AutoCAD SHX Text
Of
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Job:
AutoCAD SHX Text
:
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Sheets
AutoCAD SHX Text
1802
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
30 JUL 2021
AutoCAD SHX Text
A0.1.2
AutoCAD SHX Text
ADDENDUM 2 8/26/2021
AutoCAD SHX Text
ADDENDUM 5 10/11/2021
Page 22: GS# 522-052, Thompson Lab PHIII

WOMEN3005

STAIRNO. 1

OPEN AREA3101

CLINICAL CHEMISTRY3100

STORAGE3102

IMMUNAHEMA3103

OFFICE3104

VESTIBULE3105 OFFICE

3205

VESTIBULE3204

VESTIBULE3302

EQUIPMENTSTORAGE

3303

PREP3304

COMM3009

ELEC3008

JAN3007

BREAK3006

CORRIDOR3003

DATA ENTRY3502

RECORDSTORAGE

3011IMMUNOLOGY

3400

OPEN AREA3409COLD ROOM

3408

OPEN AREA3401

STORAGE3402

OFFICE3403 VESTIBULE

3404

SAMPLES3406

WEST NILE3407

CORRIDOR3002

ELEVATOR LOBBY3001

HIV3201

SEROLOGY3200

CULTURES3202

OPEN AREASEROLOGY

3203

STD/MYCOLOGY3300

OPEN AREA3301

MEN3004

STAIRNO. 2

VESTIBULE3501

OFFICE3503

OFFICE3504

STORAGE3505

CONFERENCE3507 OPEN

OFFICE3506

35

6

2

10

10 10 10

44 4

6

444

5

FEC

FE *

3S

3E

1

FECFE

*

HFEC/HFE

1S

GS#

522-0

52, Sta

te D

epar

tmen

t o

f H

ealt

h

Th

om

pso

n L

ab

PH

III

Jack

son

, M

issi

ssip

pi

W F

T

A

R C

H I

T E

C T

S

P

. A.

A r

c h

i t e

c t

u r e

H

i s t

o r

i c P

r e

s e r

v a

t i o

nC

. Law

son

New

man

, AIA

W

esle

y A

. Har

p, A

IA77

0 N

orth

Sta

te S

treet

Ja

ckso

n, M

issi

ssip

pi

3920

2P.

601.

352.

4691

emai

l: m

ail@

wfta

rchi

tect

.com

ADDENDUM NO. 5 -ATTACHMENT 6

AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
ELEVATOR NO. 2
AutoCAD SHX Text
ELEVATOR NO. 1
AutoCAD SHX Text
ELEVATOR NO. 3
AutoCAD SHX Text
SUPPLY SHAFT
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
DN
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
CBC
AutoCAD SHX Text
CBC
AutoCAD SHX Text
ARTEL
AutoCAD SHX Text
PCR
AutoCAD SHX Text
HIGH- VOL. SENSITIVE
AutoCAD SHX Text
HUMIDITY SENSITIVE
AutoCAD SHX Text
ABBOT ARCHITECT
AutoCAD SHX Text
DYNEX DSX
AutoCAD SHX Text
PS2
AutoCAD SHX Text
PS2
AutoCAD SHX Text
*
AutoCAD SHX Text
A1.1.1
AutoCAD SHX Text
3
AutoCAD SHX Text
DEMO
AutoCAD SHX Text
A1.1.2
AutoCAD SHX Text
3
AutoCAD SHX Text
RENOV
AutoCAD SHX Text
A4.1.1
AutoCAD SHX Text
2
AutoCAD SHX Text
DEMO
AutoCAD SHX Text
A4.1.2
AutoCAD SHX Text
2
AutoCAD SHX Text
RENOV.
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
ANTE ROOM
AutoCAD SHX Text
ANTE ROOM
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
BUFFER
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
(-ve)
AutoCAD SHX Text
(+ve)
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
BUFFER
AutoCAD SHX Text
(+ve)
AutoCAD SHX Text
(-ve)
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
MAINTAIN EGRESS
AutoCAD SHX Text
OVERALL FLOOR PLAN LEGEND EXISTING PARTITION TO REMAIN EXISTING EXTERIOR CAVITY WALL WITH BRICK VENEER NEW INSULATED METAL PANEL SYSTEM ON MTL. FRAMING SYSTEM NEW GYP. BD. PARTITION, SEE PARTITION SCHED. 2 HOUR RATED FIRE WALL (*) 1 HOUR RATED FIRE WALL (*) BSL-3 CONTAINMENT PERIMETER (*) * EXTENT AS INDICATED AT DOCUMENTS: EXTENT AS INDICATED AT DOCUMENTS: GS 522-042: 11/13/08
AutoCAD SHX Text
1. EAST ENTRANCE TO REMAIN OPEN TO STAFF AND PUBLIC AT ALL EAST ENTRANCE TO REMAIN OPEN TO STAFF AND PUBLIC AT ALL TIMES DURING THE WORK. PROVIDE TEMPORARY PEDESTRIAN ENCLOSURE WITH OVERHEAD PROTECTION. SUBMIT PLANS FOR TEMPORARY PROTECTION TO ARCHITECT FOR OWNER APPROVAL. PROVIDE FOR THE FOLLOWING (REFER TO A0.1.1. FOR REQ'MTS.): A. LIGHTING WITHIN ENCLOSURE AT ALL TIMES. B. TEMPORARILY RE-LOCATE INTERCOM AND DOOR OPERATOR PUSH BUTTONS TO ENCLOSURE, SEE ELEC. DWGS. 2. CONTRACTOR SHALL PROVIDE FOR MEASURES TO ENSURE ACCESS CONTRACTOR SHALL PROVIDE FOR MEASURES TO ENSURE ACCESS THROUGH THE CORRIDOR WORK SPACES, ANTEROOM AND BUFFER ROOM TO THE EXIT ACCESS DOOR AT ALL TIMES. PROVIDE PHOTOLUMINESCENT EGRESS SIGNAGE AT CORRIDOR SIDE OF DOOR AND WITHIN EXIT ENCLOSURE. 3. EXIST. FIRE RATED DOOR TO REMAIN, PROVIDE DUST PROTECTIVE EXIST. FIRE RATED DOOR TO REMAIN, PROVIDE DUST PROTECTIVE COVER W/ EGRESS CAPACITY, PER APPROVAL OF STATE FIRE MARSHAL. 4. WORK AREA ACCESS DOOR TO PROVIDE DUST CONTROL EQ. TO WORK AREA ACCESS DOOR TO PROVIDE DUST CONTROL EQ. TO STORM DOOR OR OTHER DOOR MEETING REQUIREMENTS FOR CONTAINMENT. 5. REMOVE DOOR AND PROVIDE HARD CONTAINMENT AT DOOR REMOVE DOOR AND PROVIDE HARD CONTAINMENT AT DOOR OPENING, REINSTALL DOOR. 6. REMOVE IGU FOR EXHAUST. REMOVE IGU FOR EXHAUST. 7. REMOVE EXISTING DOOR AT WORK AREA. REINSTALL AT REMOVE EXISTING DOOR AT WORK AREA. REINSTALL AT COMPLETION. 8. REMOVE PORTION OF EXISTING PARTITION AND INSTALL NEW DOOR REMOVE PORTION OF EXISTING PARTITION AND INSTALL NEW DOOR 3'-0"X6'-0". CONTRACTOR SHALL PROVIDE THE FOLLOWING: A. RELOCATE EXISTING DISCONNECT SERVING APPROX. 10' EAST PROVIDE NEW FEED TO EXISTING PANEL LDP1A AT ELECTRICAL ROOM 1008. TERMINATE SURFACE MOUNTED RACEWAY AND CONDUCTORS ON EAST SIDE OF NEW DOOR FRAME, BOTH SIDES OF PARTITION. REFER TO ELEC. DWGS. B. RELOCATE WALL MOUNTED AIR DRYER (CANISTER FILTER MOUNTED ON WALL BRACKET) WITHIN SLACK OF EXISTING HOSING. C. DEMOLISH EXISTING LIQUID NITROGEN DROP TO ABOVE CEILING AND CAP. D. PROVIDE NEW DOOR, FRAME, AND HARDWARE MATCHING DOOR AT EAST END OF LAB, SIZE SHALL BE 3 X7 . PATCH FINISHES. 0X7 . PATCH FINISHES. 0. PATCH FINISHES. 9. PROVIDE TEMP. HARDWALL PARTITION DURING DEMOLITION OF PROVIDE TEMP. HARDWALL PARTITION DURING DEMOLITION OF ARCHITECTURAL PRECAST CONCRETE AND EXTERIOR WALL. 10. ABOVE CEILING PROTECTION TO BE PROVIDED AT IF ALTERNATE ABOVE CEILING PROTECTION TO BE PROVIDED AT IF ALTERNATE NUMBER 2 IS ACCEPTED. 11. REMOVE ADDITIONAL CABINETS AND COUNTERTOP BEYOND REMOVE ADDITIONAL CABINETS AND COUNTERTOP BEYOND LOCATIONS INDICATED ON DEMOLITION PLANS AS REQUIRED TO INSTALL CONTAINMENT BARRIERS AS INDICATED. INCLUDE ADDITIONAL REMOVAL OF SURFACEMOUNTED RACEWAY, CONDUCTORS, RECEPTACLES AND DEVICES. PATCH SHEET VINYL FLOORING FULL EXTEND, INCLUDING KNEE SPACES. REINSTALL COUNTERTOPS AND BASE CABINETS TO MATCH EXISTING.
AutoCAD SHX Text
OVERALL PLAN KEYED NOTES:
AutoCAD SHX Text
APPROX. BOUNDARY OF LEVEL 4 ICRA (INFECTIOUS CONTROL RISK ASSESSMENT) BARRIER WALL. CONTINUOUS FLOOR TO DECK.** BARRIER WALL. CONTINUOUS FLOOR TO DECK.** APPROX. BOUNDARY OF BUFFER BARRIER AREA BARRIER WALL. BARRIER WALL. CONTINUOUS FLOOR TO DECK. ** DUST PROTECTION BARRIER ABOVE CEILING FROM CEILING MULLION CEILING FROM CEILING MULLION TO DECK DURING SOFFIT REPAIRS ** APPROX. BOUNDARY OF EXTERIOR WEATHER PROTECTION ENCLOSURE. COORD. SEQUENCING WITH DEMOLITION TO MAINTAIN PRESSURIZATION. CONTINUOUS FLOOR TO DECK. ** ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR AND SUBMITTED ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR AND SUBMITTED FOR APPROVAL BY ARCHITECT/OWNER. HEPA-FILTERED AIR FLOW DEVICE, SIZED PER PRESSURIZATION REQ'MTS.
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
CONTAINMENT AREA (SEE SECTION 02 8500) EXIT ACCESS EXIT DISCHARGE FIRE EXTINGUISHER IN RECESSED CABINET FIRE EXTINGUISHER ON WALL BRACKET INDICATES TEMPORARY LOCATION TO PROVIDED BY G.C. DURING CONSTRUCTION INDICATES HALOTRON TYPE FIRE EXTINGUISHER IN RECESSED CABINET/WALL BRACKET
AutoCAD SHX Text
1. ENGINEERING CONTROLS (I.E., SPECIALIZED CONTAINMENTS) ENGINEERING CONTROLS (I.E., SPECIALIZED CONTAINMENTS) SHALL BE PROVIDED BY A SPECIALIZED CONTAINMENT CONTRACTOR AND SHALL MAINLY CONSIST OF INDIVIDUALLY CONSTRUCTED CONTAINMENTS AROUND A WORK AREA DURING A PARTICULAR PHASE OF WORK. 2. ENGINEERING CONTROLS SHALL BE IDENTIFIED AS IDENTIFIED ENGINEERING CONTROLS SHALL BE IDENTIFIED AS IDENTIFIED HEREIN, WITH THE CONTAINMENT CONTRACTOR'S CONTROL SYSTEMS REVIEWED BY THE OWNER'S CIH. THE OWNER'S CIH. 3. THE CONTAINMENTS SHALL BE CONSTRUCTED OF A RIGID THE CONTAINMENTS SHALL BE CONSTRUCTED OF A RIGID FRAME WITH SOLID WALLS WHERE NECESSARY, ALTHOUGH POLYETHYLENE SHEET COULD BE USED IN LESS CRITICAL OR HAZARDOUS AREAS. ANTEROOMS AND BUFFER ROOMS SHALL BE INSTALLED OUTSIDE THE CONTAINMENT AT ALL WORK AREAS, AS INDICATED AT THIS SHEET. 4. IN GENERAL, THE CONTAINMENTS SHALL BE KEPT UNDER NEGATIVE IN GENERAL, THE CONTAINMENTS SHALL BE KEPT UNDER NEGATIVE PRESSURE BY USE OF HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTER NEGATIVE AIR MACHINES, WITH SUPPLEMENTAL FILTRATION BY AIR SCRUBBING MACHINES. CERTAIN AREAS MAY REQUIRE USE OF DEHUMIDIFICATION EQUIPMENT OR PORTABLE AIR CONDITIONING AND HEATING. EFFORTS WILL BE MADE TO EXHAUST THE CONTAINMENT AIR TO THE EXTERIOR OF THE BUILDING. 5. DURING THE WORK, SENSITIVE LABORATORY EQUIPMENT THAT DURING THE WORK, SENSITIVE LABORATORY EQUIPMENT THAT CANNOT BE RELOCATED MAY REQUIRE ADDITIONAL PROTECTION IN THE FORM OF COVERING OR PROTECTION TO BE FABRICATED. 6. REFER TO THE REQUIREMENTS OF SECTION 01 8000, SPECIAL REFER TO THE REQUIREMENTS OF SECTION 01 8000, SPECIAL REQUIREMENTS, PART 7 - CONTRACTOR'S PROTECTION OF THE INTERIOR AND SECTION 02 8500 - MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS. 7. ENGINEERING CONTROLS SHALL BE PROVIDED UNDER THE BASE ENGINEERING CONTROLS SHALL BE PROVIDED UNDER THE BASE BID AND UNDER ALTERNATES AS APPLICABLE TO WORK AREAS DESCRIBED AT SECTION SECTION 01 8000, PART 3 - ALTERNATE SUPPLEMENT.
AutoCAD SHX Text
GENERAL ENGINEERING CONTROLS NOTES:
AutoCAD SHX Text
1. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING BASE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING BASE CABINETS AND FIXTURES TO FACILITATE CONTAINMENT CONSTRUCTION. 2. HARD BARRIERS FOR CONTAINMENTS TO BE CONSTRUCTED USING HARD BARRIERS FOR CONTAINMENTS TO BE CONSTRUCTED USING CORREX BOARD AND ALUMINUM STUDS, AND STORM DOORS. EDGES AND OPENINGS TO BE SEALED WITH DUCT TAPE, 6 MIL PLASTIC SHEETING AND FIRE SAFE CAULK AS NEEDED. 3. A MANOMETER IS TO BE PLACED IN THE ANTE ROOM TO MEASURE A MANOMETER IS TO BE PLACED IN THE ANTE ROOM TO MEASURE THE DIFFERENTIAL PRESSURE IN THE WORK AREA. 4. MAINTAIN 0.01 INCHES OF WATER BETWEEN THE ANTE ROOM AND MAINTAIN 0.01 INCHES OF WATER BETWEEN THE ANTE ROOM AND WORK AREA USING HIGH EFFICIENCY PARTICULATE AIR FILTERED AIR FILTRATION DEVICES (HEPA-AFD) FOR THE DURATION OF THE WORK. 5. INSTALL STICKY MATS ON MASONITE BY TAPING TO THE FLOOR INSTALL STICKY MATS ON MASONITE BY TAPING TO THE FLOOR OUTSIDE THE ENTRANCE TO THE ANTE ROOM AND WORK AREA. 6. THE CONTAINMENT IN ROOMS 1401 AND 1402 REQUIRES THE CONTAINMENT IN ROOMS 1401 AND 1402 REQUIRES INSTALLATION OF A SECOND CORREX BOARD BARRIER WALL ON THE INTERIOR AND INSTALLATION OF A HEPA-AFD DISCHARGING INTO THE VOID BETWEEN THE TWO BARRIER WALLS AND A TEMPORARY HARD BARRIER DURING REMOVAL OF APC/CURTAIN WALL, AS SHOWN ON DRAWING. THIS WILL REQUIRE COORDINATION/SEQUENCING TO MAINTAIN PRESSURIZATION. 7. REFER TO SPECIFICATIONS AT SECTION 02 8500 FOR ADDITIONAL REFER TO SPECIFICATIONS AT SECTION 02 8500 FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
GENERAL CONTAINMENT NOTES:
AutoCAD SHX Text
1. FOR CONTAINMENT AREAS WITH LAY-IN CEILING TILES, CONSTRUCT FOR CONTAINMENT AREAS WITH LAY-IN CEILING TILES, CONSTRUCT AND PROPERLY PRESSURIZE THE CONTAINMENT WITH CEILING GRID AND TILES IN PLACE. AFTER PROPER PRESSURIZATION REMOVE THE CEILING GRID AND CEILING TILES AS NECESSARY TO EXTEND THE HARD BARRIERS TO THE CEILING DECKING. 2. FOR CONTAINMENT AREAS WITH GYPSUM WALLBOARD (GWB) FOR CONTAINMENT AREAS WITH GYPSUM WALLBOARD (GWB) CEILINGS, CONSTRUCT AND PROPERLY PRESSURIZE THE CONTAINMENT WITH THE GWB CEILING IN PLACE. AFTER PROPER PRESSURIZATION REMOVE SECTIONS OF THE GWB CEILING AS NECESSARY TO EXTEND THE HARD BARRIERS TO THE DECKING.
AutoCAD SHX Text
CONTAINMENT CONSTRUCTION SEQUENCING:
AutoCAD SHX Text
1. SET-UP TEMPORARY CONTAINMENT USING ZIP POLES, 6-MIL SET-UP TEMPORARY CONTAINMENT USING ZIP POLES, 6-MIL PLASTIC SHEETING, AND ZIPPER DOORS AND INSTALL A HEPA-AFD AT THE LOCATIONS OF THE SOFFIT AND SLAB EDGE REPAIRS. AS AN OPTION, USE A MOVEABLE HEPA CART SYSTEM AS THE TEMPORARY CONTAINMENT. 2. REMOVE LAY-IN CEILING TILES TO INSTALL DUST PROTECTION REMOVE LAY-IN CEILING TILES TO INSTALL DUST PROTECTION BARRIER MADE FROM 6-MIL PLASTIC SHEETING AND/OR CORREX BOARD, DUCT TAPE AND FIRE SAFE CAULK AS NECESSARY FROM THE CEILING MULLION TO DECK ON FLOORS 1, 2 AND 3. NOTE: ROOMS WITH GWB CEILINGS DO NOT HAVE TO BE REMOVED. 3. REINSTALL THE LAY-IN CEILING TILES. REINSTALL THE LAY-IN CEILING TILES. 4. AFTER INSTALLATION OF THE CEILING TILES, HEPA VACUUM AND AFTER INSTALLATION OF THE CEILING TILES, HEPA VACUUM AND DAMP WIPE ALL SURFACES INSIDE THE TEMPORARY CONTAINMENT. 5. REMOVE TEMPORARY CONTAINMENT.REMOVE TEMPORARY CONTAINMENT.
AutoCAD SHX Text
DUST BARRIERS TO FACILITATE SOFFIT AND SLAB EDGE REPAIRS:
AutoCAD SHX Text
1. REMOVE SECTIONS OF GYPSUM WALLBOARD CONTAINING VISIBLE REMOVE SECTIONS OF GYPSUM WALLBOARD CONTAINING VISIBLE MOLD GROWTH. REMOVED AREA SHOULD EXTEND AT LEAST 1 FOOT BEYOND AREA OR SECTION CONTAINING VISIBLE MOLD GROWTH. 2. IN THE EVENT THAT EXISTING CABINETRY INSIDE A WORK AREA IN THE EVENT THAT EXISTING CABINETRY INSIDE A WORK AREA CONTAINS MOLD GROWTH OR IS WATER DAMAGED, THE REMEDIATION CONTRACTOR SHALL NOTIFY THE ENVIRONMENTAL CONSULTANT TO DETERMINE WHETHER THE CABINET CAN BE CLEANED AND ENCAPSULATED WITH FOSTER 40-20 OR SHOULD OR SHOULD BE REMOVED. 3. UTILIZE HEPA VACUUMS TO REPEATEDLY CLEAN ALL SURFACES UTILIZE HEPA VACUUMS TO REPEATEDLY CLEAN ALL SURFACES FROM CEILING-TO-FLOOR TO REMOVE VISIBLE DUST OR DEBRIS, AND USE WET WIPE TECHNIQUE USING FOSTER 40-80 DISINFECTANT TO REMOVE DUST FROM ALL SURFACES. 4. THE REMEDIATION CONTRACTOR SHALL KEEP THE SITE AND WORK THE REMEDIATION CONTRACTOR SHALL KEEP THE SITE AND WORK AREA FREE FROM ACCUMULATIONS OF MATERIAL OR DEBRIS CAUSED BY THE DEMOLITION ACTIVITIES AND FREE FROM ANY FLAMMABLE OR IGNITABLE MATERIALS THAT MAY PRESENT A FIRE HAZARD. 5. ALL DEMOLISHED MATERIALS WILL BE TREATED AS MOLD ALL DEMOLISHED MATERIALS WILL BE TREATED AS MOLD CONTAMINATED WASTE. THE REMEDIATION CONTRACTOR SHALL BAG ALL DEMOLISHED WASTE IN 6-MIL POLYETHYLENE BAGS AND HEPA-VACUUM AND WET WIPE THE EXTERIOR OF THE BAGS TO REMOVE DUST AND/OR CONTAMINATION BEFORE REMOVING THE BAGGED WASTE FROM THE WORK AREA. AS BAGGED WASTE IS REMOVED FROM THE WORK AREA, IT MUST BE IMMEDIATELY PLACED IN A ROLL CART OR CONTAINER WITH A COVER LID. TIME OF DAY AND PATHWAY THAT THE ROLL CART OR CONTAINER IS TAKEN OUTSIDE OF THE BUILDING SHALL BE COORDINATED WITH THOMPSON LAB ADMINISTRATION. 6. IN THE EVENT THAT MATERIALS ARE REMOVED THAT CREATE OR IN THE EVENT THAT MATERIALS ARE REMOVED THAT CREATE OR EXPOSE OPENINGS THROUGH THE WALLS OR FLOOR, THE REMEDIATION CONTRACTOR SHALL UTILIZE EITHER 6-MIL POLYETHYLENE PLASTIC OR EQUIVALENT IMPERMEABLE LAYER TO IMMEDIATELY SEAL PENETRATIONS IN ORDER TO MAINTAIN THE WORK AREA AT A NEGATIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCHES OF WATER IN RELATION TO THE ANTE ROOM.
AutoCAD SHX Text
MOLD REMEDIATION:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
THIRD FLOOR PLAN
AutoCAD SHX Text
1/8" = 1' - 0"
AutoCAD SHX Text
1
AutoCAD SHX Text
Approved:
AutoCAD SHX Text
Of
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Job:
AutoCAD SHX Text
:
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Sheets
AutoCAD SHX Text
1802
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
30 JUL 2021
AutoCAD SHX Text
A0.1.3
AutoCAD SHX Text
ADDENDUM 2 8/26/2021
AutoCAD SHX Text
ADDENDUM 5 10/11/2021
Page 23: GS# 522-052, Thompson Lab PHIII

WOMEN4005

STAIRNO. 2

STAIRNO. 1

SPECIAL MICRO4100

OPEN AREA4101STORAGE

4102VIROLOGY

4108

MICROSCOPE4109

MEDIA4110

BSL3 LAB4111

ENTOMOLOGY4201

OFFICE4202

OFFICE4203

COMM4009

ELECTRICAL4008

JAN4007

BREAK4006

STORAGE4010

PCR ROOM4405

ANTE4406

TUBERCULOSIS4400

OPEN AREATUBERCULOSIS

4401

DST ROOM4404

OPEN AREA4402 MOLECULAR

TESTING4403

CORRIDOR4003

LOBBY4001

CORRIDOR4002

VESTIBULE4107

VESTIBULE4105OFFICE

4104

PARASITOLOGY4103

MYCOLOGY4106

STOR.4011

STORAGE4303

STORAGE4302

OPEN AREA(PFGE)

4301

TRF4306

BSL3 LAB4307

CORRIDOR4305

ANTE4310

VESTIBULE4304

VESTIBULE4316

RNA4309

PCR4308

CENTRIFUGEROOM4412

PROCESSING4411

STORAGE4409

HPLC4413

VESTIBULE4415

DARK ROOM4408

OFFICE4407

ANTE4112

WOMEN4004

35

5

6

2

5

4 4 4

6

1111

444

FEC

FE *

4S

4E

1

FECFE

*

HFEC/HFE

1S

GS#

522-0

52, Sta

te D

epar

tmen

t o

f H

ealt

h

Th

om

pso

n L

ab

PH

III

Jack

son

, M

issi

ssip

pi

W F

T

A

R C

H I

T E

C T

S

P

. A.

A r

c h

i t e

c t

u r e

H

i s t

o r

i c P

r e

s e r

v a

t i o

nC

. Law

son

New

man

, AIA

W

esle

y A

. Har

p, A

IA77

0 N

orth

Sta

te S

treet

Ja

ckso

n, M

issi

ssip

pi

3920

2P.

601.

352.

4691

emai

l: m

ail@

wfta

rchi

tect

.com

ADDENDUM NO. 5 -ATTACHMENT 7

AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
ELEVATOR NO. 2
AutoCAD SHX Text
ELEVATOR NO. 1
AutoCAD SHX Text
ELEVATOR NO. 3
AutoCAD SHX Text
SUPPLY SHAFT
AutoCAD SHX Text
DN
AutoCAD SHX Text
DN
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
FH
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
BSC
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
GC MS
AutoCAD SHX Text
FH
AutoCAD SHX Text
AC
AutoCAD SHX Text
*
AutoCAD SHX Text
RUPS
AutoCAD SHX Text
AC
AutoCAD SHX Text
PCR
AutoCAD SHX Text
BACTEC
AutoCAD SHX Text
AC
AutoCAD SHX Text
HPLC
AutoCAD SHX Text
AC
AutoCAD SHX Text
EXT
AutoCAD SHX Text
EXT
AutoCAD SHX Text
EXT
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
A1.1.1
AutoCAD SHX Text
4
AutoCAD SHX Text
DEMO
AutoCAD SHX Text
A1.1.2
AutoCAD SHX Text
4
AutoCAD SHX Text
RENOV
AutoCAD SHX Text
A4.1.1
AutoCAD SHX Text
3
AutoCAD SHX Text
DEMO
AutoCAD SHX Text
A4.1.2
AutoCAD SHX Text
3
AutoCAD SHX Text
RENOV.
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
ANTE ROOM
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
BUFFER
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
(-ve)
AutoCAD SHX Text
(+ve)
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
BUFFER
AutoCAD SHX Text
(+ve)
AutoCAD SHX Text
(-ve)
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
MAINTAIN EGRESS
AutoCAD SHX Text
ANTE ROOM
AutoCAD SHX Text
OVERALL FLOOR PLAN LEGEND EXISTING PARTITION TO REMAIN EXISTING EXTERIOR CAVITY WALL WITH BRICK VENEER NEW INSULATED METAL PANEL SYSTEM ON MTL. FRAMING SYSTEM NEW GYP. BD. PARTITION, SEE PARTITION SCHED. 2 HOUR RATED FIRE WALL (*) 1 HOUR RATED FIRE WALL (*) BSL-3 CONTAINMENT PERIMETER (*) * EXTENT AS INDICATED AT DOCUMENTS: EXTENT AS INDICATED AT DOCUMENTS: GS 522-042: 11/13/08
AutoCAD SHX Text
1. EAST ENTRANCE TO REMAIN OPEN TO STAFF AND PUBLIC AT ALL EAST ENTRANCE TO REMAIN OPEN TO STAFF AND PUBLIC AT ALL TIMES DURING THE WORK. PROVIDE TEMPORARY PEDESTRIAN ENCLOSURE WITH OVERHEAD PROTECTION. SUBMIT PLANS FOR TEMPORARY PROTECTION TO ARCHITECT FOR OWNER APPROVAL. PROVIDE FOR THE FOLLOWING (REFER TO A0.1.1. FOR REQ'MTS.): A. LIGHTING WITHIN ENCLOSURE AT ALL TIMES. B. TEMPORARILY RE-LOCATE INTERCOM AND DOOR OPERATOR PUSH BUTTONS TO ENCLOSURE, SEE ELEC. DWGS. 2. CONTRACTOR SHALL PROVIDE FOR MEASURES TO ENSURE ACCESS CONTRACTOR SHALL PROVIDE FOR MEASURES TO ENSURE ACCESS THROUGH THE CORRIDOR WORK SPACES, ANTEROOM AND BUFFER ROOM TO THE EXIT ACCESS DOOR AT ALL TIMES. PROVIDE PHOTOLUMINESCENT EGRESS SIGNAGE AT CORRIDOR SIDE OF DOOR AND WITHIN EXIT ENCLOSURE. 3. EXIST. FIRE RATED DOOR TO REMAIN, PROVIDE DUST PROTECTIVE EXIST. FIRE RATED DOOR TO REMAIN, PROVIDE DUST PROTECTIVE COVER W/ EGRESS CAPACITY, PER APPROVAL OF STATE FIRE MARSHAL. 4. WORK AREA ACCESS DOOR TO PROVIDE DUST CONTROL EQ. TO WORK AREA ACCESS DOOR TO PROVIDE DUST CONTROL EQ. TO STORM DOOR OR OTHER DOOR MEETING REQUIREMENTS FOR CONTAINMENT. 5. REMOVE DOOR AND PROVIDE HARD CONTAINMENT AT DOOR REMOVE DOOR AND PROVIDE HARD CONTAINMENT AT DOOR OPENING, REINSTALL DOOR. 6. REMOVE IGU FOR EXHAUST. REMOVE IGU FOR EXHAUST. 7. REMOVE EXISTING DOOR AT WORK AREA. REINSTALL AT REMOVE EXISTING DOOR AT WORK AREA. REINSTALL AT COMPLETION. 8. REMOVE PORTION OF EXISTING PARTITION AND INSTALL NEW DOOR REMOVE PORTION OF EXISTING PARTITION AND INSTALL NEW DOOR 3'-0"X6'-0". CONTRACTOR SHALL PROVIDE THE FOLLOWING: A. RELOCATE EXISTING DISCONNECT SERVING APPROX. 10' EAST PROVIDE NEW FEED TO EXISTING PANEL LDP1A AT ELECTRICAL ROOM 1008. TERMINATE SURFACE MOUNTED RACEWAY AND CONDUCTORS ON EAST SIDE OF NEW DOOR FRAME, BOTH SIDES OF PARTITION. REFER TO ELEC. DWGS. B. RELOCATE WALL MOUNTED AIR DRYER (CANISTER FILTER MOUNTED ON WALL BRACKET) WITHIN SLACK OF EXISTING HOSING. C. DEMOLISH EXISTING LIQUID NITROGEN DROP TO ABOVE CEILING AND CAP. D. PROVIDE NEW DOOR, FRAME, AND HARDWARE MATCHING DOOR AT EAST END OF LAB, SIZE SHALL BE 3 X7 . PATCH FINISHES. 0X7 . PATCH FINISHES. 0. PATCH FINISHES. 9. PROVIDE TEMP. HARDWALL PARTITION DURING DEMOLITION OF PROVIDE TEMP. HARDWALL PARTITION DURING DEMOLITION OF ARCHITECTURAL PRECAST CONCRETE AND EXTERIOR WALL. 10. ABOVE CEILING PROTECTION TO BE PROVIDED AT IF ALTERNATE ABOVE CEILING PROTECTION TO BE PROVIDED AT IF ALTERNATE NUMBER 2 IS ACCEPTED. 11. REMOVE ADDITIONAL CABINETS AND COUNTERTOP BEYOND REMOVE ADDITIONAL CABINETS AND COUNTERTOP BEYOND LOCATIONS INDICATED ON DEMOLITION PLANS AS REQUIRED TO INSTALL CONTAINMENT BARRIERS AS INDICATED. INCLUDE ADDITIONAL REMOVAL OF SURFACEMOUNTED RACEWAY, CONDUCTORS, RECEPTACLES AND DEVICES. PATCH SHEET VINYL FLOORING FULL EXTEND, INCLUDING KNEE SPACES. REINSTALL COUNTERTOPS AND BASE CABINETS TO MATCH EXISTING.
AutoCAD SHX Text
OVERALL PLAN KEYED NOTES:
AutoCAD SHX Text
APPROX. BOUNDARY OF LEVEL 4 ICRA (INFECTIOUS CONTROL RISK ASSESSMENT) BARRIER WALL. CONTINUOUS FLOOR TO DECK.** BARRIER WALL. CONTINUOUS FLOOR TO DECK.** APPROX. BOUNDARY OF BUFFER BARRIER AREA BARRIER WALL. BARRIER WALL. CONTINUOUS FLOOR TO DECK. ** DUST PROTECTION BARRIER ABOVE CEILING FROM CEILING MULLION CEILING FROM CEILING MULLION TO DECK DURING SOFFIT REPAIRS ** APPROX. BOUNDARY OF EXTERIOR WEATHER PROTECTION ENCLOSURE. COORD. SEQUENCING WITH DEMOLITION TO MAINTAIN PRESSURIZATION. CONTINUOUS FLOOR TO DECK. ** ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR AND SUBMITTED ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR AND SUBMITTED FOR APPROVAL BY ARCHITECT/OWNER. HEPA-FILTERED AIR FLOW DEVICE, SIZED PER PRESSURIZATION REQ'MTS.
AutoCAD SHX Text
HEPA-AFD
AutoCAD SHX Text
CONTAINMENT AREA (SEE SECTION 02 8500) EXIT ACCESS EXIT DISCHARGE FIRE EXTINGUISHER IN RECESSED CABINET FIRE EXTINGUISHER ON WALL BRACKET INDICATES TEMPORARY LOCATION TO PROVIDED BY G.C. DURING CONSTRUCTION INDICATES HALOTRON TYPE FIRE EXTINGUISHER IN RECESSED CABINET/WALL BRACKET
AutoCAD SHX Text
1. ENGINEERING CONTROLS (I.E., SPECIALIZED CONTAINMENTS) ENGINEERING CONTROLS (I.E., SPECIALIZED CONTAINMENTS) SHALL BE PROVIDED BY A SPECIALIZED CONTAINMENT CONTRACTOR AND SHALL MAINLY CONSIST OF INDIVIDUALLY CONSTRUCTED CONTAINMENTS AROUND A WORK AREA DURING A PARTICULAR PHASE OF WORK. 2. ENGINEERING CONTROLS SHALL BE IDENTIFIED AS IDENTIFIED ENGINEERING CONTROLS SHALL BE IDENTIFIED AS IDENTIFIED HEREIN, WITH THE CONTAINMENT CONTRACTOR'S CONTROL SYSTEMS REVIEWED BY THE OWNER'S CIH. THE OWNER'S CIH. 3. THE CONTAINMENTS SHALL BE CONSTRUCTED OF A RIGID THE CONTAINMENTS SHALL BE CONSTRUCTED OF A RIGID FRAME WITH SOLID WALLS WHERE NECESSARY, ALTHOUGH POLYETHYLENE SHEET COULD BE USED IN LESS CRITICAL OR HAZARDOUS AREAS. ANTEROOMS AND BUFFER ROOMS SHALL BE INSTALLED OUTSIDE THE CONTAINMENT AT ALL WORK AREAS, AS INDICATED AT THIS SHEET. 4. IN GENERAL, THE CONTAINMENTS SHALL BE KEPT UNDER NEGATIVE IN GENERAL, THE CONTAINMENTS SHALL BE KEPT UNDER NEGATIVE PRESSURE BY USE OF HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTER NEGATIVE AIR MACHINES, WITH SUPPLEMENTAL FILTRATION BY AIR SCRUBBING MACHINES. CERTAIN AREAS MAY REQUIRE USE OF DEHUMIDIFICATION EQUIPMENT OR PORTABLE AIR CONDITIONING AND HEATING. EFFORTS WILL BE MADE TO EXHAUST THE CONTAINMENT AIR TO THE EXTERIOR OF THE BUILDING. 5. DURING THE WORK, SENSITIVE LABORATORY EQUIPMENT THAT DURING THE WORK, SENSITIVE LABORATORY EQUIPMENT THAT CANNOT BE RELOCATED MAY REQUIRE ADDITIONAL PROTECTION IN THE FORM OF COVERING OR PROTECTION TO BE FABRICATED. 6. REFER TO THE REQUIREMENTS OF SECTION 01 8000, SPECIAL REFER TO THE REQUIREMENTS OF SECTION 01 8000, SPECIAL REQUIREMENTS, PART 7 - CONTRACTOR'S PROTECTION OF THE INTERIOR AND SECTION 02 8500 - MOLD REMEDIATION AND ENVIRONMENTAL CONTROLS. 7. ENGINEERING CONTROLS SHALL BE PROVIDED UNDER THE BASE ENGINEERING CONTROLS SHALL BE PROVIDED UNDER THE BASE BID AND UNDER ALTERNATES AS APPLICABLE TO WORK AREAS DESCRIBED AT SECTION SECTION 01 8000, PART 3 - ALTERNATE SUPPLEMENT.
AutoCAD SHX Text
GENERAL ENGINEERING CONTROLS NOTES:
AutoCAD SHX Text
1. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING BASE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING BASE CABINETS AND FIXTURES TO FACILITATE CONTAINMENT CONSTRUCTION. 2. HARD BARRIERS FOR CONTAINMENTS TO BE CONSTRUCTED USING HARD BARRIERS FOR CONTAINMENTS TO BE CONSTRUCTED USING CORREX BOARD AND ALUMINUM STUDS, AND STORM DOORS. EDGES AND OPENINGS TO BE SEALED WITH DUCT TAPE, 6 MIL PLASTIC SHEETING AND FIRE SAFE CAULK AS NEEDED. 3. A MANOMETER IS TO BE PLACED IN THE ANTE ROOM TO MEASURE A MANOMETER IS TO BE PLACED IN THE ANTE ROOM TO MEASURE THE DIFFERENTIAL PRESSURE IN THE WORK AREA. 4. MAINTAIN 0.01 INCHES OF WATER BETWEEN THE ANTE ROOM AND MAINTAIN 0.01 INCHES OF WATER BETWEEN THE ANTE ROOM AND WORK AREA USING HIGH EFFICIENCY PARTICULATE AIR FILTERED AIR FILTRATION DEVICES (HEPA-AFD) FOR THE DURATION OF THE WORK. 5. INSTALL STICKY MATS ON MASONITE BY TAPING TO THE FLOOR INSTALL STICKY MATS ON MASONITE BY TAPING TO THE FLOOR OUTSIDE THE ENTRANCE TO THE ANTE ROOM AND WORK AREA. 6. THE CONTAINMENT IN ROOMS 1401 AND 1402 REQUIRES THE CONTAINMENT IN ROOMS 1401 AND 1402 REQUIRES INSTALLATION OF A SECOND CORREX BOARD BARRIER WALL ON THE INTERIOR AND INSTALLATION OF A HEPA-AFD DISCHARGING INTO THE VOID BETWEEN THE TWO BARRIER WALLS AND A TEMPORARY HARD BARRIER DURING REMOVAL OF APC/CURTAIN WALL, AS SHOWN ON DRAWING. THIS WILL REQUIRE COORDINATION/SEQUENCING TO MAINTAIN PRESSURIZATION. 7. REFER TO SPECIFICATIONS AT SECTION 02 8500 FOR ADDITIONAL REFER TO SPECIFICATIONS AT SECTION 02 8500 FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
GENERAL CONTAINMENT NOTES:
AutoCAD SHX Text
1. FOR CONTAINMENT AREAS WITH LAY-IN CEILING TILES, CONSTRUCT FOR CONTAINMENT AREAS WITH LAY-IN CEILING TILES, CONSTRUCT AND PROPERLY PRESSURIZE THE CONTAINMENT WITH CEILING GRID AND TILES IN PLACE. AFTER PROPER PRESSURIZATION REMOVE THE CEILING GRID AND CEILING TILES AS NECESSARY TO EXTEND THE HARD BARRIERS TO THE CEILING DECKING. 2. FOR CONTAINMENT AREAS WITH GYPSUM WALLBOARD (GWB) FOR CONTAINMENT AREAS WITH GYPSUM WALLBOARD (GWB) CEILINGS, CONSTRUCT AND PROPERLY PRESSURIZE THE CONTAINMENT WITH THE GWB CEILING IN PLACE. AFTER PROPER PRESSURIZATION REMOVE SECTIONS OF THE GWB CEILING AS NECESSARY TO EXTEND THE HARD BARRIERS TO THE DECKING.
AutoCAD SHX Text
CONTAINMENT CONSTRUCTION SEQUENCING:
AutoCAD SHX Text
1. SET-UP TEMPORARY CONTAINMENT USING ZIP POLES, 6-MIL SET-UP TEMPORARY CONTAINMENT USING ZIP POLES, 6-MIL PLASTIC SHEETING, AND ZIPPER DOORS AND INSTALL A HEPA-AFD AT THE LOCATIONS OF THE SOFFIT AND SLAB EDGE REPAIRS. AS AN OPTION, USE A MOVEABLE HEPA CART SYSTEM AS THE TEMPORARY CONTAINMENT. 2. REMOVE LAY-IN CEILING TILES TO INSTALL DUST PROTECTION REMOVE LAY-IN CEILING TILES TO INSTALL DUST PROTECTION BARRIER MADE FROM 6-MIL PLASTIC SHEETING AND/OR CORREX BOARD, DUCT TAPE AND FIRE SAFE CAULK AS NECESSARY FROM THE CEILING MULLION TO DECK ON FLOORS 1, 2 AND 3. NOTE: ROOMS WITH GWB CEILINGS DO NOT HAVE TO BE REMOVED. 3. REINSTALL THE LAY-IN CEILING TILES. REINSTALL THE LAY-IN CEILING TILES. 4. AFTER INSTALLATION OF THE CEILING TILES, HEPA VACUUM AND AFTER INSTALLATION OF THE CEILING TILES, HEPA VACUUM AND DAMP WIPE ALL SURFACES INSIDE THE TEMPORARY CONTAINMENT. 5. REMOVE TEMPORARY CONTAINMENT.REMOVE TEMPORARY CONTAINMENT.
AutoCAD SHX Text
DUST BARRIERS TO FACILITATE SOFFIT AND SLAB EDGE REPAIRS:
AutoCAD SHX Text
1. REMOVE SECTIONS OF GYPSUM WALLBOARD CONTAINING VISIBLE REMOVE SECTIONS OF GYPSUM WALLBOARD CONTAINING VISIBLE MOLD GROWTH. REMOVED AREA SHOULD EXTEND AT LEAST 1 FOOT BEYOND AREA OR SECTION CONTAINING VISIBLE MOLD GROWTH. 2. IN THE EVENT THAT EXISTING CABINETRY INSIDE A WORK AREA IN THE EVENT THAT EXISTING CABINETRY INSIDE A WORK AREA CONTAINS MOLD GROWTH OR IS WATER DAMAGED, THE REMEDIATION CONTRACTOR SHALL NOTIFY THE ENVIRONMENTAL CONSULTANT TO DETERMINE WHETHER THE CABINET CAN BE CLEANED AND ENCAPSULATED WITH FOSTER 40-20 OR SHOULD OR SHOULD BE REMOVED. 3. UTILIZE HEPA VACUUMS TO REPEATEDLY CLEAN ALL SURFACES UTILIZE HEPA VACUUMS TO REPEATEDLY CLEAN ALL SURFACES FROM CEILING-TO-FLOOR TO REMOVE VISIBLE DUST OR DEBRIS, AND USE WET WIPE TECHNIQUE USING FOSTER 40-80 DISINFECTANT TO REMOVE DUST FROM ALL SURFACES. 4. THE REMEDIATION CONTRACTOR SHALL KEEP THE SITE AND WORK THE REMEDIATION CONTRACTOR SHALL KEEP THE SITE AND WORK AREA FREE FROM ACCUMULATIONS OF MATERIAL OR DEBRIS CAUSED BY THE DEMOLITION ACTIVITIES AND FREE FROM ANY FLAMMABLE OR IGNITABLE MATERIALS THAT MAY PRESENT A FIRE HAZARD. 5. ALL DEMOLISHED MATERIALS WILL BE TREATED AS MOLD ALL DEMOLISHED MATERIALS WILL BE TREATED AS MOLD CONTAMINATED WASTE. THE REMEDIATION CONTRACTOR SHALL BAG ALL DEMOLISHED WASTE IN 6-MIL POLYETHYLENE BAGS AND HEPA-VACUUM AND WET WIPE THE EXTERIOR OF THE BAGS TO REMOVE DUST AND/OR CONTAMINATION BEFORE REMOVING THE BAGGED WASTE FROM THE WORK AREA. AS BAGGED WASTE IS REMOVED FROM THE WORK AREA, IT MUST BE IMMEDIATELY PLACED IN A ROLL CART OR CONTAINER WITH A COVER LID. TIME OF DAY AND PATHWAY THAT THE ROLL CART OR CONTAINER IS TAKEN OUTSIDE OF THE BUILDING SHALL BE COORDINATED WITH THOMPSON LAB ADMINISTRATION. 6. IN THE EVENT THAT MATERIALS ARE REMOVED THAT CREATE OR IN THE EVENT THAT MATERIALS ARE REMOVED THAT CREATE OR EXPOSE OPENINGS THROUGH THE WALLS OR FLOOR, THE REMEDIATION CONTRACTOR SHALL UTILIZE EITHER 6-MIL POLYETHYLENE PLASTIC OR EQUIVALENT IMPERMEABLE LAYER TO IMMEDIATELY SEAL PENETRATIONS IN ORDER TO MAINTAIN THE WORK AREA AT A NEGATIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCHES OF WATER IN RELATION TO THE ANTE ROOM.
AutoCAD SHX Text
MOLD REMEDIATION:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FOURTH FLOOR PLAN
AutoCAD SHX Text
1/8" = 1' - 0"
AutoCAD SHX Text
1
AutoCAD SHX Text
Approved:
AutoCAD SHX Text
Of
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Job:
AutoCAD SHX Text
:
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Sheets
AutoCAD SHX Text
1802
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
30 JUL 2021
AutoCAD SHX Text
A0.1.4
AutoCAD SHX Text
ADDENDUM 2 8/26/2021
AutoCAD SHX Text
ADDENDUM 5 10/11/2021
Page 24: GS# 522-052, Thompson Lab PHIII

MEDIA1308

MICROSCOPE

CORRIDOR1002

OFFICE1103

VESTIBULE1104

STAIRNO. 1

B

STAIRNO. 1

OFFICE2104

BIO-CHEMISTRY2100

OFFICE2413

CORRIDOR2002A

STAIRNO. 1

STORAGE3102

CORRIDOR3002

A

PARASITOLOGY4103

STOR.4011

STORAGE4303

STORAGE4302

CORRIDOR4002

STAIRNO. 4

A

·

A

GS#

522-0

52, Sta

te D

epar

tmen

t o

f H

ealt

h

Th

om

pso

n L

ab

PH

III

Jack

son

, M

issi

ssip

pi

W F

T

A

R C

H I

T E

C T

S

P

. A.

A r

c h

i t e

c t

u r e

H

i s t

o r

i c P

r e

s e r

v a

t i o

nC

. Law

son

New

man

, AIA

W

esle

y A

. Har

p, A

IA77

0 N

orth

Sta

te S

treet

Ja

ckso

n, M

issi

ssip

pi

3920

2P.

601.

352.

4691

emai

l: m

ail@

wfta

rchi

tect

.com

ADDENDUM NO. 5 -ATTACHMENT 8

AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
DS
AutoCAD SHX Text
SV2
AutoCAD SHX Text
SV1
AutoCAD SHX Text
FA
AutoCAD SHX Text
LS
AutoCAD SHX Text
13
AutoCAD SHX Text
23
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
18
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
34
AutoCAD SHX Text
17
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
33
AutoCAD SHX Text
17
AutoCAD SHX Text
25
AutoCAD SHX Text
15
AutoCAD SHX Text
25
AutoCAD SHX Text
REFER TO SHEET A0.1.1 FOR CONT. OF CONTAINMENT AREAS
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
EP
AutoCAD SHX Text
FEC
AutoCAD SHX Text
FA
AutoCAD SHX Text
DS
AutoCAD SHX Text
LS
AutoCAD SHX Text
SV2
AutoCAD SHX Text
SV1
AutoCAD SHX Text
23
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
34
AutoCAD SHX Text
17
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
33
AutoCAD SHX Text
18
AutoCAD SHX Text
17
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
15
AutoCAD SHX Text
REFER TO SHEET A0.1.2 FOR CONT. OF CONTAINMENT AREAS
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
EP
AutoCAD SHX Text
DS
AutoCAD SHX Text
FEC
AutoCAD SHX Text
EP
AutoCAD SHX Text
DS
AutoCAD SHX Text
RS
AutoCAD SHX Text
FA
AutoCAD SHX Text
LS
AutoCAD SHX Text
RS
AutoCAD SHX Text
23
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
15
AutoCAD SHX Text
29
AutoCAD SHX Text
16
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
18
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
31
AutoCAD SHX Text
17
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
33
AutoCAD SHX Text
34
AutoCAD SHX Text
17
AutoCAD SHX Text
25
AutoCAD SHX Text
15
AutoCAD SHX Text
25
AutoCAD SHX Text
REFER TO SHEET A0.1.3 FOR CONT. OF CONTAINMENT AREAS
AutoCAD SHX Text
DN
AutoCAD SHX Text
EP
AutoCAD SHX Text
FA
AutoCAD SHX Text
DS
AutoCAD SHX Text
FEC
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
LS
AutoCAD SHX Text
COM
AutoCAD SHX Text
DS
AutoCAD SHX Text
SV2
AutoCAD SHX Text
SV1
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
15
AutoCAD SHX Text
29
AutoCAD SHX Text
16
AutoCAD SHX Text
2
AutoCAD SHX Text
23
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
18
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
31
AutoCAD SHX Text
17
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
28
AutoCAD SHX Text
32
AutoCAD SHX Text
25
AutoCAD SHX Text
33
AutoCAD SHX Text
17
AutoCAD SHX Text
25
AutoCAD SHX Text
15
AutoCAD SHX Text
15
AutoCAD SHX Text
REFER TO SHEET A0.1.4 FOR CONT. OF CONTAINMENT AREAS
AutoCAD SHX Text
GENERAL DEMOLITION/SALVAGE NOTES
AutoCAD SHX Text
DEMOLITION KEYED NOTES
AutoCAD SHX Text
X
AutoCAD SHX Text
1. DEMOLISH BRICK MASONRY VENEER. SAWCUT JOINT AT MASONRY TO REMAIN. COMPLETELY DEMOLISH BRICK MASONRY VENEER. SAWCUT JOINT AT MASONRY TO REMAIN. COMPLETELY REMOVE WEEP PROTECTION, MASONRY TIES AND THROUGH-WALL FLASHING SYSTEM. PREPARE STL. LINTELS FOR REPAIR, SURFACE PREP. AND COATING. PREPARE EXIST. GYP. SHEATHING AND FLUID-APPLIED AIR BARRIER FOR INSTALLATION OF GYPSUM SHEATHING. REMOVE ALL GROUT FROM BRICK LEDGE TO FACE OF EXISTING CONCRETE. 2. REMOVE BRICK VENEER AT INTERIOR OF BUILDING AND PREPARE SURFACES FOR REMOVE BRICK VENEER AT INTERIOR OF BUILDING AND PREPARE SURFACES FOR INSTALLATION OF NEW WORK. 3. DEMOLISH ARCHITECTURAL PRECAST PANELS AND ANCHORAGE. SAWCUT EMBEDDED DEMOLISH ARCHITECTURAL PRECAST PANELS AND ANCHORAGE. SAWCUT EMBEDDED ANCHORS FLUSH WITH FACE OF CONC. AND GRIND SMOOTH. PREPARE SURFACE AND COAT WITH SPECIFIED COATING SYSTEM. CLEAN AND PREPARE SUBSTRATES TO RECEIVE FRAMING AND SHEATHING SYSTEMS. 4. DEMOLISH ARCHITECTURAL PRECAST CONCRETE SOFFIT. DEMOLISH ARCHITECTURAL PRECAST CONCRETE SOFFIT. 5. DEMOLISH ARCHITECTURAL PRECAST CONCRETE CAP OR SILL. DEMOLISH ARCHITECTURAL PRECAST CONCRETE CAP OR SILL. 6. REMOVE CURTAINWALL CAP AND PRESSURE PLATE AS REQUIRED FOR INSTALLATION OF REMOVE CURTAINWALL CAP AND PRESSURE PLATE AS REQUIRED FOR INSTALLATION OF WORK INDICATED. 7. REMOVE GLAZING FOR ACCESS TO WORK AT INTERIOR. AT SPANDREL PANELS, REMOVE REMOVE GLAZING FOR ACCESS TO WORK AT INTERIOR. AT SPANDREL PANELS, REMOVE PANELS, REMOVE FIBERGLASS BATT INSULATION. SALVAGE INSULATED GLAZING UNIT (IGU) AND PROTECT FOR GLAZING UNIT (IGU) AND PROTECT FOR REINSTALLATION. 8. REMOVE SECTION OF ALUMINUM COPING SYSTEM AND CLEAT TO NEXT EXPANSION JOINT. REMOVE SECTION OF ALUMINUM COPING SYSTEM AND CLEAT TO NEXT EXPANSION JOINT. REMOVE DETAIL FLASHING AND PREPARE BLOCKING AND ROOFING MEMBRANE TO RECEIVE WORK INDICATED. REFER TO ROOF PLAN AT SHEET A0.5.1. 9. CAREFULLY REMOVE AND EXISTING COLUMN COVER AND PROTECT FOR REINSTALLATION. CAREFULLY REMOVE AND EXISTING COLUMN COVER AND PROTECT FOR REINSTALLATION. 10. DEMOLISH SUSPENDED STUCCO SOFFIT SYSTEM. SALVAGE AND PROTECT FRAMING DEMOLISH SUSPENDED STUCCO SOFFIT SYSTEM. SALVAGE AND PROTECT FRAMING COMPONENTS SUITABLE FOR RE-USE. DEMOLISH EXISTING LIGHT FIXTURES, REFER TO ELECTRICAL DRAWINGS. 11. DEMOLISH PANEL OF BRICK VENEER AND CURTAINWALL COMPONENTS AS INDICATED. DEMOLISH PANEL OF BRICK VENEER AND CURTAINWALL COMPONENTS AS INDICATED. PROVIDE ACCESS TO ARCHITECT FOR OBSERVATION AND DOCUMENTATION OF EXISTING CONDITIONS, FULL HEIGHT OF CURTAINWALL. PREPARE SUBSTRATES FOR REPLACEMENT OF MASONRY VENEER AND CURTAINWALL COMPONENTS TO MATCH EXISTING ORIGINAL CONDITION AND ADJACENT CONSTRUCTION. 12. CAREFULLY REMOVE BUILDING PLAQUE, SALVAGE AND PROTECT FOR REINSTALLATION. CAREFULLY REMOVE BUILDING PLAQUE, SALVAGE AND PROTECT FOR REINSTALLATION. 13. DEMOLISH PORTION OF CONCRETE WALK TO ALLOW REMOVAL OF BRICK MASONRY BELOW. DEMOLISH PORTION OF CONCRETE WALK TO ALLOW REMOVAL OF BRICK MASONRY BELOW. SAWCUT CONCRETE AT EXISTING CONTROL JOINT. 14. DEMOLISH METAL STUDS AND GYPSUM SHEATHING TO EXTENT INDICATED. REMOVE ALL DEMOLISH METAL STUDS AND GYPSUM SHEATHING TO EXTENT INDICATED. REMOVE ALL DETERIORATED OR DAMAGED SHEATHING TO NEAREST STUD. 15. DEMOLISH GYP. BOARD AT INTERIOR FACE OF WALL, NEATLY CUTTING GYP. BD. AT STUD. . DEMOLISH GYP. BOARD AT INTERIOR FACE OF WALL, NEATLY CUTTING GYP. BD. AT STUD. . WHERE (2) LAYERS OF GYP. BD. OCCUR, STAGGER JOINT BY ONE STUD WIDTH (±16").16. DEMOLISH GYP. BOARD AND INTERIOR METAL STUD FRAMING OR FURRING AS INDICATED, DEMOLISH GYP. BOARD AND INTERIOR METAL STUD FRAMING OR FURRING AS INDICATED, AS REQUIRED FOR INSTALLATION OF NEW WORK. 17. EXISTING METAL STUD FRAMING TO REMAIN WHERE SOUND. REPLACE DAMAGED OR EXISTING METAL STUD FRAMING TO REMAIN WHERE SOUND. REPLACE DAMAGED OR SEVERELY RUSTED SECTIONS. 18. DEMOLISH GYP. BOARD ABOVE AND BELOW VISION GLASS AT INTERIOR OF CURTAINWALL. DEMOLISH GYP. BOARD ABOVE AND BELOW VISION GLASS AT INTERIOR OF CURTAINWALL. NEATLY CUT JOINT TO ALLOW FOR INSTALLATION OF NEW GYP. BOARD. REMOVE FIBERGLASS BATT INSULATION. 19. REMOVE RUBBER BASE TO EXTENT INDICATED, REMOVE FULL SECTIONS OF BASE TO NEXT REMOVE RUBBER BASE TO EXTENT INDICATED, REMOVE FULL SECTIONS OF BASE TO NEXT BUTT JOINT. 20. REMOVE PROFILED RUBBER BASE TO EXTENT INDICATED, REMOVE FULL SECTIONS OF BASE REMOVE PROFILED RUBBER BASE TO EXTENT INDICATED, REMOVE FULL SECTIONS OF BASE TO NEXT MITER OR SCARF JT. 21. REMOVE INTEGRAL COVE BASE AND SHEET VINYL FLOORING TO EXTENT INDICATED. REMOVE INTEGRAL COVE BASE AND SHEET VINYL FLOORING TO EXTENT INDICATED. 22. REMOVE BRAKE METAL CLOSURE AT INTERIOR OF CURTAINWALL. REMOVE BRAKE METAL CLOSURE AT INTERIOR OF CURTAINWALL. 23. REMOVE LAY-IN CEILING TILE AND GRID WITHIN WORK AREA. AT OCCUPIED SIDE OF REMOVE LAY-IN CEILING TILE AND GRID WITHIN WORK AREA. AT OCCUPIED SIDE OF TEMPORARY PARTITION, REMOVE ADDITIONAL PORTION OF CEILING AS REQUIRED TO INSTALL TEMPORARY PARTITION TO DECK AND REINSTALL CEILING TO TEMPORARY PARTITION. SALVAGE AND PROTECT COMPONENTS FOR REINSTALLATION. 24. REMOVE SUSPENDED GYP. BD. CEILING WITHIN WORK AREA. AT OCCUPIED SIDE OF REMOVE SUSPENDED GYP. BD. CEILING WITHIN WORK AREA. AT OCCUPIED SIDE OF TEMPORARY PARTITION, REMOVE ADDITIONAL PORTION OF CEILING AS REQUIRED FOR INSTALLATION OF TEMPORARY PARTITION, NEATLY CUT CEILING TO REMAIN AND CONTINUE GYPSUM BOARD CEILING TO FRAMING MEMBERS AT TEMPORARY PARTITION. SEAL PERIMETER OF CEILING AT TEMPORARY PARTITION AIR-TIGHT. PREPARE SUSPENSION SYSTEM FOR INSTALLATION OF NEW GYPSUM BOARD. 25. REMOVE CRASH RAIL, TOP AND BOTTOM INCLUDING COVER AND MOUNTING PLATES. REMOVE CRASH RAIL, TOP AND BOTTOM INCLUDING COVER AND MOUNTING PLATES. SALVAGE AND PROTECT FOR REINSTALLATION. AT LOCATIONS OF TEMPORARY PARTITIONS, REMOVE FULL SECTIONS OF CRASH RAILS TO ALLOW FOR PARTITION INSTALLATION. AT GYPSUM BOARD TO BE DEMOLISHED, REMOVE RAILS AND PROVIDE NEW BLOCKING AS REQUIRED WHERE RAILS ARE TO BE REINSTALLED ON NEW FRAMING. 26. REMOVE EPOXY COUNTERTOP AND BACKSPLASH TO CLOSEST EXISTING SEAMS. SALVAGE REMOVE EPOXY COUNTERTOP AND BACKSPLASH TO CLOSEST EXISTING SEAMS. SALVAGE AND PROTECT FOR REINSTALLATION. 27. REMOVE METAL CASEWORK BASE CABINET OR BASE FRAME. SALVAGE AND PROTECT FOR REMOVE METAL CASEWORK BASE CABINET OR BASE FRAME. SALVAGE AND PROTECT FOR REINSTALLATION. 28. REMOVE DOOR STOP, SALVAGE AND PROTECT FOR REINSTALLATION. REMOVE DOOR STOP, SALVAGE AND PROTECT FOR REINSTALLATION. 29. REMOVE ROOM SIGN, SALVAGE AND PROTECT FOR REINSTALLATION. REMOVE ROOM SIGN, SALVAGE AND PROTECT FOR REINSTALLATION. 30. REMOVE WALL MOUNTED FIRE EXTINGUISHER. RELOCATE TO LAB SIDE OF TEMPORARY REMOVE WALL MOUNTED FIRE EXTINGUISHER. RELOCATE TO LAB SIDE OF TEMPORARY PARTITION DURING CONSTRUCTION. 31. REMOVE WALL MOUNTED ELECTRICAL DEVICE AS REQUIRED FOR COMPLETION OF ADJACENT REMOVE WALL MOUNTED ELECTRICAL DEVICE AS REQUIRED FOR COMPLETION OF ADJACENT WORK, SEE ELEC. 32. REMOVE WALL MOUNTED COMMUNICATIONS DEVICE AS REQUIRED FOR COMPLETION OF REMOVE WALL MOUNTED COMMUNICATIONS DEVICE AS REQUIRED FOR COMPLETION OF ADJACENT WORK, SEE ELEC. 33. REMOVE WALL MOUNTED EXIT SIGN, SALVAGE AND PROTECT FOR REINSTALLATION. REMOVE WALL MOUNTED EXIT SIGN, SALVAGE AND PROTECT FOR REINSTALLATION. 34. REMOVE WALL MOUNTED FIRE ALARM DEVICE, SALVAGE AND PROTECT FOR REINSTALLATION, REMOVE WALL MOUNTED FIRE ALARM DEVICE, SALVAGE AND PROTECT FOR REINSTALLATION, SEE ELEC. 35. REMOVE PLUG MOULD AS REQUIRED FOR INSTALLATION OF ADJACENT WORK. SEE ELEC. REMOVE PLUG MOULD AS REQUIRED FOR INSTALLATION OF ADJACENT WORK. SEE ELEC. 36. REMOVE ELECTRICAL RECEPTACLE AND RELOCATE CIRCUIT TO NEW LOCATION. SEE ELEC. REMOVE ELECTRICAL RECEPTACLE AND RELOCATE CIRCUIT TO NEW LOCATION. SEE ELEC. DWGS. 37. REMOVE DOOR OPERATOR REQUEST TO EXIT BUTTON, SALVAGE AND PROTECT FOR REMOVE DOOR OPERATOR REQUEST TO EXIT BUTTON, SALVAGE AND PROTECT FOR REINSTALLATION, SEE ELEC. 38. REMOVE INTERCOM, SALVAGE AND PROTECT FOR REINSTALLATION, SEE ELEC. REMOVE INTERCOM, SALVAGE AND PROTECT FOR REINSTALLATION, SEE ELEC. 39. REMOVE EXISTING POWER FAN ALONG WITH METAL CASEWORK. SALVAGE AND PROTECT FOR REMOVE EXISTING POWER FAN ALONG WITH METAL CASEWORK. SALVAGE AND PROTECT FOR REINSTALLATION. 40. REMOVE HOSE BIBB, CAP LINE DURING CONSTRUCTION. SALVAGE FIXTURE AND PROTECT REMOVE HOSE BIBB, CAP LINE DURING CONSTRUCTION. SALVAGE FIXTURE AND PROTECT FOR REINSTALLATION, SEE MECH.
AutoCAD SHX Text
A. UNLESS NOTED OTHERWISE, SALVAGE THE FOLLOWING EXISTING MATERIALS/ UNLESS NOTED OTHERWISE, SALVAGE THE FOLLOWING EXISTING MATERIALS/ COMPONENTS FOR REUSE OR FOR DELIVERY TO THE OWNER: LIGHT FIXTURES AND ELECTRICAL COMPONENTS NOT SCHEDULED FOR REINSTALLATION. B. WHERE EXISTING MATERIALS ARE TO BE DEMOLISHED TO ACCOMMODATE THE WHERE EXISTING MATERIALS ARE TO BE DEMOLISHED TO ACCOMMODATE THE INSTALLATION OF NEW MATERIALS OR THE CONSTRUCTION OF NEW ELEMENTS, THE CONTRACTOR SHALL DETERMINE THE ACTUAL EXTENT OF DEMOLITION REQUIRED TO ADEQUATELY PREPARE FOR AND INSTALL OR CONSTRUCT SUCH MATERIALS AND ELEMENTS. IF THE EXTENT DETERMINED VARIES SIGNIFICANTLY FROM THAT INDICATED ON THE DRAWINGS, NOTIFY THE ARCHITECT. C. REMOVE MATERIAL TO BE DEMOLISHED FROM AREAS INDICATED ON THE DRAWINGS. REMOVE MATERIAL TO BE DEMOLISHED FROM AREAS INDICATED ON THE DRAWINGS. WHERE MATERIAL MUST BE REMOVED FROM WITHIN A LARGER AREA, REMOVE MATERIAL BACK TO EXISTING JOINTS OR INTENTIONAL SEPARATIONS. NEATLY CUT IN STRAIGHT LINES PARALLEL AND/ OR PERPENDICULAR TO EXISTING EDGES AND JOINTS. D. WHERE MATERIAL TO BE DEMOLISHED MUST BE SEPARATED FROM MATERIAL TO REMAIN, WHERE MATERIAL TO BE DEMOLISHED MUST BE SEPARATED FROM MATERIAL TO REMAIN, CUT THE MATERIAL IN STRAIGHT LINES BEGINNING AND ENDING AT EXISTING FEATURES SUCH AS CORNERS. VERIFY THE LAYOUT OF PROPOSED CUTS WITH THE ARCHITECT PRIOR TO PROCEEDING. E. THROUGHOUT THE COURSE OF THE WORK, THE CONTRACTOR SHALL ERECT AND MAINTAIN THROUGHOUT THE COURSE OF THE WORK, THE CONTRACTOR SHALL ERECT AND MAINTAIN BARRIERS AROUND ALL WORK AREAS THAT COULD POSE A HAZARD TO THE PUBLIC. SUCH BARRIERS SHALL PREVENT DIRECT ACCESS TO THE WORK AREA AND SHALL CONTAIN SIGNAGE WARNING OF THE DANGER ASSOCIATED WITH CROSSING THE BARRIER. SEE SCHEDULING NOTES ON SHT. G002. F. THE USE OF PARENTHESIS THUS, "( )", DENOTES EXISTING FEATURES, CONDITIONS, THE USE OF PARENTHESIS THUS, "( )", DENOTES EXISTING FEATURES, CONDITIONS, ELEVATIONS, ETC.
AutoCAD SHX Text
EXISTING WALLS TO REMAIN EXISTING PARTITION OR COMPONENT TO BE DEMOLISHED DEMOLISH NOTED MATERIALS, ELEMENTS, AND/OR SYSTEMS WITHIN OUTLINED AREA REFER TO KEYED DEMOLITION NOTES BELOW. PRIMARY TEMP. PARTITION, SEE SHEETS A0.1.1-A0.1.4 SECONDARY TEMP. PARTITION, SEE SHEETS A0.1.1-A0.1.4
AutoCAD SHX Text
X
AutoCAD SHX Text
DEMOLITION LEGEND
AutoCAD SHX Text
METAL CASEWORK BENCH CABINET W/ EPOXY TOP TO REMAIN AND BE PROTECTED FUME HOOD TO REMAIN AND BE PROTECTED FURNITURE/EQUIP. (N.I.C.) SAWCUT EDGE AT EXTENT OF DEMOLITION WINDOW TYPE - PER SHEET A0.4.1/A0.4.2
AutoCAD SHX Text
(FUME HOOD)
AutoCAD SHX Text
(BENCH CAB.)
AutoCAD SHX Text
CG1 CORNER GUARD TYPE 1 CORNER GUARD TYPE 1 CG2 CORNER GUARD TYPE 2 CORNER GUARD TYPE 2 COMM WALL MTD. COMMUNICATIONS OUTLET WALL MTD. COMMUNICATIONS OUTLET EP ELECTRICAL PANEL ELECTRICAL PANEL FA FIRE ALARM PULL STATION FIRE ALARM PULL STATION FE FIRE EXTINGUISHER (WALL BRACKET) FIRE EXTINGUISHER (WALL BRACKET) FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET EP ELECTRICAL PANEL ELECTRICAL PANEL LS LIGHT SWITCH LIGHT SWITCH RS ROOM SIGNAGE ROOM SIGNAGE
AutoCAD SHX Text
Approved:
AutoCAD SHX Text
Of
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Job:
AutoCAD SHX Text
:
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Sheets
AutoCAD SHX Text
1802
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
30 JUL 2021
AutoCAD SHX Text
A1.1.1
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ENLARGED DEMOLITION PLAN
AutoCAD SHX Text
1/2" = 1' - 0"
AutoCAD SHX Text
1
AutoCAD SHX Text
FIRST FLOOR (SOUTH STAIR)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ENLARGED DEMOLITION PLAN
AutoCAD SHX Text
1/2" = 1' - 0"
AutoCAD SHX Text
2
AutoCAD SHX Text
SECOND FLOOR (SOUTH STAIR)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ENLARGED DEMOLITION PLAN
AutoCAD SHX Text
1/2" = 1' - 0"
AutoCAD SHX Text
3
AutoCAD SHX Text
THIRD FLOOR (SOUTH STAIR)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ENLARGED DEMOLITION PLAN
AutoCAD SHX Text
1/2" = 1' - 0"
AutoCAD SHX Text
4
AutoCAD SHX Text
FOURTH FLOOR (SOUTH STAIR)
AutoCAD SHX Text
ADDENDUM 5 10/11/2021
Page 25: GS# 522-052, Thompson Lab PHIII

MEDIA1308

MICROSCOPE

CORRIDOR1002

OFFICE1103

VESTIBULE1104

STAIRNO. 1

D

D

D

B

1 2

2

3

4

D2

STAIRNO. 1

OFFICE2104

BIO-CHEMISTRY2100

OFFICE2413

CORRIDOR2002

A

D

A

D1 2

2D2

STAIRNO. 1

STORAGE3102

IMMUNOLOGY

CORRIDOR3002

D

D

D

A

1 2

2

D

PARASITOLOGY4103

STOR.4011

STORAGE4303

STORAGE4302

CORRIDOR4002

STAIRNO. 1

D

D

D

A

1 2

2

D

A

A

0

GS#

522-0

52, Sta

te D

epar

tmen

t o

f H

ealt

h

Th

om

pso

n L

ab

PH

III

Jack

son

, M

issi

ssip

pi

W F

T

A

R C

H I

T E

C T

S

P

. A.

A r

c h

i t e

c t

u r e

H

i s t

o r

i c P

r e

s e r

v a

t i o

nC

. Law

son

New

man

, AIA

W

esle

y A

. Har

p, A

IA77

0 N

orth

Sta

te S

treet

Ja

ckso

n, M

issi

ssip

pi

3920

2P.

601.

352.

4691

emai

l: m

ail@

wfta

rchi

tect

.com

ADDENDUM NO. 5 -ATTACHMENT 9

AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
BRICK MASONRY INFILL
AutoCAD SHX Text
EXIST. MASONRY
AutoCAD SHX Text
E. J.
AutoCAD SHX Text
A1.4.1
AutoCAD SHX Text
7
AutoCAD SHX Text
A1.4.1
AutoCAD SHX Text
2
AutoCAD SHX Text
ALIGN
AutoCAD SHX Text
DS
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
4
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
3
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
1
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
2
AutoCAD SHX Text
CR-1/ CR-2
AutoCAD SHX Text
LS
AutoCAD SHX Text
FA
AutoCAD SHX Text
SV2
AutoCAD SHX Text
SV1
AutoCAD SHX Text
(PLANTER)
AutoCAD SHX Text
REFER TO SHEET A0.1.1 FOR CONT. OF CONTAINMENT AREAS
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
BRICK MASONRY INFILL
AutoCAD SHX Text
EXIST. MASONRY
AutoCAD SHX Text
E. J.
AutoCAD SHX Text
A1.4.1
AutoCAD SHX Text
7
AutoCAD SHX Text
A1.4.1
AutoCAD SHX Text
1
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
ALIGN
AutoCAD SHX Text
EP
AutoCAD SHX Text
FEC
AutoCAD SHX Text
FA
AutoCAD SHX Text
DS
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
3
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
1
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
4
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
2
AutoCAD SHX Text
LS
AutoCAD SHX Text
REFER TO SHEET A0.1.2 FOR CONT. OF CONTAINMENT AREAS
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
BRICK MASONRY INFILL
AutoCAD SHX Text
EXIST. MASONRY
AutoCAD SHX Text
E. J.
AutoCAD SHX Text
EP
AutoCAD SHX Text
A1.4.1
AutoCAD SHX Text
7
AutoCAD SHX Text
A1.4.1
AutoCAD SHX Text
1
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
ALIGN
AutoCAD SHX Text
EP
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
FEC
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
3
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
1
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
4
AutoCAD SHX Text
RS
AutoCAD SHX Text
FA
AutoCAD SHX Text
LS
AutoCAD SHX Text
RS
AutoCAD SHX Text
REFER TO SHEET A0.1.3 FOR CONT. OF CONTAINMENT AREAS
AutoCAD SHX Text
DN
AutoCAD SHX Text
A1.4.1
AutoCAD SHX Text
7
AutoCAD SHX Text
A1.4.1
AutoCAD SHX Text
1
AutoCAD SHX Text
BRICK MASONRY INFILL
AutoCAD SHX Text
EXIST. MASONRY
AutoCAD SHX Text
E. J.
AutoCAD SHX Text
ALIGN
AutoCAD SHX Text
EP
AutoCAD SHX Text
FA
AutoCAD SHX Text
DS
AutoCAD SHX Text
FEC
AutoCAD SHX Text
RS
AutoCAD SHX Text
RS
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
CR-1/CR-2
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
1
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
4
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
3
AutoCAD SHX Text
A1.2.1
AutoCAD SHX Text
2
AutoCAD SHX Text
DS
AutoCAD SHX Text
RS
AutoCAD SHX Text
SV2
AutoCAD SHX Text
SV1
AutoCAD SHX Text
REFER TO SHEET A0.1.4 FOR CONT. OF CONTAINMENT AREAS
AutoCAD SHX Text
RENOVATION FLOOR PLAN LEGEND EXISTING PARTITION TO REMAIN EXISTING EXTERIOR CAVITY WALL WITH BRICK VENEER NEW INSULATED METAL PANEL SYSTEM ON MTL. FRAMING SYSTEM NEW GYP. BD. PARTITION, SEE PARTITION SCHED. PRIMARY TEMP. PARTITION, SEE ICRA PLAN SHT. A0.1.1-A0.1.4 SECONDARY TEMP. PARTITION, SEE ICRA PLAN SHT A0.1.1-A0.1.4 METAL CASEWORK BENCH CABINET W/ EPOXY TOP TO REMAIN AND BE PROTECTED FUME HOOD TO REMAIN AND BE PROTECTED REINSTALL METAL CASEWORK AND EPOXY TOP FURNITURE/EQUIP. (N.I.C.) TO REMAIN AND BE PROTECTED WALL TYPE - PER SHEET A0.3.1 DOOR TYPE - PER SHEET A7.1 WINDOW TYPE - PER SHEET A0.4.1/A0.4.2 CG1 CORNER GUARD TYPE 1 CORNER GUARD TYPE 1 CG2 CORNER GUARD TYPE 2 CORNER GUARD TYPE 2 COMM WALL MTD. COMMUNICATIONS OUTLET WALL MTD. COMMUNICATIONS OUTLET EP ELECTRICAL PANEL ELECTRICAL PANEL FA FIRE ALARM PULL STATION FIRE ALARM PULL STATION FE FIRE EXTINGUISHER (WALL BRACKET) FIRE EXTINGUISHER (WALL BRACKET) FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET EP ELECTRICAL PANEL ELECTRICAL PANEL LS LIGHT SWITCH LIGHT SWITCH RS ROOM SIGNAGE ROOM SIGNAGE
AutoCAD SHX Text
100A
AutoCAD SHX Text
(FUME HOOD)
AutoCAD SHX Text
(BENCH CAB.)
AutoCAD SHX Text
1. REINSTALL UPPER CRASH RAIL (CR-1) AND LOWER CRASH RAIL REINSTALL UPPER CRASH RAIL (CR-1) AND LOWER CRASH RAIL (CR-2) FOLLOWING COMPLETION OF WORK AT CORRIDOR. REPLACE DAMAGED COMPONENTS WITH LIKE KIND. 2. REMOVE PORTIONS OF UPPER CRASH RAIL (CR-1) AND LOWER REMOVE PORTIONS OF UPPER CRASH RAIL (CR-1) AND LOWER CRASH RAIL (CR-2) AS REQUIRED TO INSTALL TEMPORARY PARTITIONS. REINSTALL FOLLOWING COMPLETION OF WORK AT CORRIDOR. REPLACE DAMAGED COMPONENTS WITH LIKE KIND. 3. NEW CONCRETE SIDEWALK. PROVIDE 5" CONC. SLAB ON GRADE TO NEW CONCRETE SIDEWALK. PROVIDE 5" CONC. SLAB ON GRADE TO MATCH ADJACENT SIDEWALK. REFER TO DETAIL ON SITE PLAN. 4. REMOVE TOPSOIL AND EARTH AS REQUIRED FOR INSTALLATION OF REMOVE TOPSOIL AND EARTH AS REQUIRED FOR INSTALLATION OF NEW WORK. STOCKPILE TOPSOIL AND PROTECT FOR REINSTALLATION. BACKFILL WITH COMPACTED FILL, PER SPECIFICATIONS. REPLACE TOPSOIL, FINE GRADE AND MULCH TO MATCH EXISTING PLANTER.
AutoCAD SHX Text
KEYED RENOVATION NOTES:
AutoCAD SHX Text
Approved:
AutoCAD SHX Text
Of
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Job:
AutoCAD SHX Text
:
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Sheets
AutoCAD SHX Text
1802
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
30 JUL 2021
AutoCAD SHX Text
A1.1.2
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ENLARGED RENOVATION PLAN
AutoCAD SHX Text
1/2" = 1' - 0"
AutoCAD SHX Text
1
AutoCAD SHX Text
FIRST FLOOR (SOUTH STAIR)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ENLARGED RENOVATION PLAN
AutoCAD SHX Text
1/2" = 1' - 0"
AutoCAD SHX Text
2
AutoCAD SHX Text
SECOND FLOOR (SOUTH STAIR)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ENLARGED RENOVATION PLAN
AutoCAD SHX Text
1/2" = 1' - 0"
AutoCAD SHX Text
3
AutoCAD SHX Text
THIRD FLOOR (SOUTH STAIR)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ENLARGED RENOVATION PLAN
AutoCAD SHX Text
1/2" = 1' - 0"
AutoCAD SHX Text
4
AutoCAD SHX Text
FOURTH FLOOR (SOUTH STAIR)
AutoCAD SHX Text
ADDENDUM 5 10/11/2021