ADDENDUM No. 01 Date: August 17, 2018operations-webapps.missouri.edu/pdc/adsite/projects/cp181071/addenda... · strobe intensity set at X candela, color white, labeled ‘ALERT’

ADDENDUMNo.01 Date:August17,2018 TO CONTRACT DOCUMENTS ENTITLED:

CP181071 University of Missouri - 3916 S. Providence – Fitout Space for New Urgent Care

at 3916 S. Providence Road

Columbia, MO 65201 Advertisement Date: August 2, 2018 Prepared for: The Curators of the University of Missouri Consultants: ARCHITECT CIVIL/STRUCTURAL ENGINEER MEP ENGINEER Simon Oswald Architecture Crockett Engineering Timberlake Engineering 2801 Woodard Drive, Suite 103 1000 West Nifong Blvd, Bldg 1 912 Old Highway 63 S. Columbia, MO 65202 Columbia, MO 65203 Columbia, MO 65201 573-443-1407 573-447-0292 573-875-4365 Drawings and Specifications for the above referenced project and the work covered thereby are herein modified as follows, and except as set forth herein, otherwise remain unchanged and in full force and effect: GENERAL: 1) Bids will be received until 1:30 p.m., C.T., August 23, 2018 at the General Services Building. PROJECT MANUAL: 2) Section 1.E Special Conditions:

a) REVISE Item 2 to add paragraph C to read as follows: “Alternate No. 1 Scope of Work in the Mizzou Therapy Services space shall occur during non-business hours.”

b) REVISE Item 8.f to include the following: “Effective August 20, 2018, the University of Missouri shall be considered a completely tobacco free campus. All tobacco products are prohibited.”

c) REVISE Item 12 to add the following: “The Building Owner is responsible for the cost of any special inspections required for the project. The General Contractor shall coordinate the special inspections with the Building Owner through the University of Missouri’s Owner’s Representative.”

3) Section 1.F Index of Drawings: a) REVISE Index of Drawings to reflect the total number of sheets as 27 with the addition of sheet S101 –

Alternate No. 1 – Structural Plan and Details. b) Replace Section. 1.F Index of Drawings in its entirety.

4) Section 1.H Alternates: a) REVISE Paragraph 2 to add the following: “Refer to sheet S101- Alternate No. 1 – Structural Plan and

Details for concrete footings and structural steel framing required for Alternate No. 1. 5) 02 0810 Universal/Hazardous Materials Removal and Disposal:

a) Add section in its entirety.

6) 08 1416 Flush Wood Doors: a) REVISE Item 2.1.A to add “5.Oshkosh Door Company.”

7) 08 4113 Aluminum-Framed Entrances and Storefronts:

a) REVISE Item 2.2.A to add “6. Tubelite.”

8) 08 7100 Door Hardware: a) REVISE Item 2.12.A.1 to add “e. Stanley.”

9) 08 7113 Automatic Door Operators:

a) REVISE Item 2.2.A.1 to reflect the following: “3. Tucker Auto-Mation Swing Door Operators.”

10) 09 0561.13 Topical Moisture Mitigation System: a) Add section in its entirety.

11) 09 3013 Ceramic Tiling:

a) REVISE Item 2.3.A to reflect Ceramic Tile Type as “(WT-2).” b) REVISE Item 2.3.B to reflect Ceramic Tile Type as “(WT-1).”

12) 10 2123 Cubicle Curtains and Track:

a) REVISE Item 2.1. to add “D. Provide curtains from manufacturers full range. Fabric selection TBD.”

13) 10 5129 Solid Phenolic Lockers: a) REVISE Item 2.2.A to add “5. Scranton.” b) REVISE Item 2.2.A to add “6. ASI Storage Solutions.”

14) 230553 Identification for HVAC Piping and Equipment

a) REVISE Article 2.2 Warning Signs and Labels to add item K: i) K. Labels for exhaust ductwork, filter enclosure, exhaust fan, and exhaust port associated with

Exam 1020 shall be labeled "HAZARDOUS EXHAUST" with biohazard symbol and arrows indicating direction of exhaust flow.

15) APPENDIX A – INTERIOR FINISH KEY: a) REVISE Item TR-3 to “Floor Transition, Johnsonite, Threshold VT-63-M2, To be field verified that the

½” height will work with both Clinic and Therapy flooring and Door C1008 (Existing Therapy rubber sports flooring/SV to Clinic SV)”

b) ADD Item IPS-1F of “Eggshell Latex on Gyp. Bd, Sherwin Williams, SW Color to match existing wall paint, MPI Gloss Level 3 (Wall paint on Therapy side)”

c) ADD Item IPS-5B of “Semi-gloss Enamel on Hollow Metal and Wood, Sherwin Williams, 7071 Gray Screen, MPI Gloss Level 5 (Columns adjacent to storefront)”

d) ADD Item IPS-5C of “Semi-gloss Enamel on Hollow Metal and Wood, Sherwin Williams, SW color to match existing door frame color, MPI Gloss Level 5 (Door frame on Therapy side)”

DRAWINGS: 1) G001: COVER SHEET:

a) REVISE Sheet index to reflect addition of Sheet S101 – Alternate #1 – Structural Plan and Details. b) REVISE Titleblock to reflect G001 as Sheet 1 of 27.

2) G002: CODE INFORMATION:

a) REVISE 01 Site Plan and Staging Plan to clarify infection control notes and sealing the existing demising wall.

b) REVISE 02 Fitout Location and Code Plan to clarify location of Alternate No. 1 scope of work c) REVISE Titleblock to reflect G002 as Sheet 2 of 27. d) Replace sheet in its entirety.

3) CE 0: GENERAL CIVIL NOTES AND SYMBOLS

a) REVISE Titleblock to reflect CE 0 as Sheet 3 of 27.

4) CE 1: SITE AND UTILITY PLAN a) Clarify that there is only one transformer b) Revise fiber conduit to 2”. c) If transformer will be located east of drive (Dan Clark at Water and Light to confirm), power conduits will

change from (2) 4” to (1) 2-1/2”. d) REVISE Titleblock to reflect CE 1 as Sheet 4 of 27.

5) S100: PARTIAL ROOF FRAMING PLAN

a) REVISE sheet to add structural framing for the x-ray equipment as noted by the revision cloud. b) REVISE Titleblock to reflect S100 as Sheet 5 of 27. c) Replace sheet in its entirety

6) S101: ALTERNATE NO. 1 – STRUCTURAL PLAN AND DETAILS:

a) ADD sheet in its entirety.

7) A101: DEMOLITION AND ROOF PLANS:

a) REVISE 01 Demolition Plan to add keynote 07 for columns associated with Alternate No .1. b) REVISE 01 Demolition Plan to additional locations for keynote 06. c) REVISE wording on Note 7 of the Keynotes – Demolition Plan. d) ADD Demolition Keynotes 17 & 18 e) REVISE 02 Roof Plan to add notes for additional roof penetration location. f) REVISE Titleblock to reflect A101 as Sheet 7 of 27. g) Replace sheet in its entirety.

8) A201: NEW WORK FLOOR PLAN:

a) REVISE Details 02 & 03 b) ADD New Work Keynotes 29 & 30 c) REVISE 01 New Work Plan to accommodate notes 29 & 30. d) REVISE Titleblock to reflect A201 as Sheet 8 of 27. e) Replace sheet in its entirety.

9) A202: REFLECTED CEILING PLAN:

a) REVISE Titleblock to reflect A202 as Sheet 9 of 27.

10) A501: ENLARGED PLANS & INTERIOR ELEVATIONS: a) REVISE Details 17, 20, & 21 b) ADD X-Ray Elevation 23 c) REVISE Titleblock to reflect A501 as Sheet 10 of 27. d) Replace sheet in its entirety.

11) A502: INTERIOR ELEVATIONS & CASEWORK SECTIONS:


12) A601: CONSTRUCTION DETAILS: a) REVISE Details 01, 02, & 03 b) REVISE Titleblock to reflect A601 as Sheet 12 of 27. c) Replace sheet in its entirety.

13) A701: DOOR SCHEDULE & DETAILS:

a) REVISE Titles of Details 04 & 05 b) REVISE Detail 06 c) ADD Door Schedule Note 7 d) REVISE Door and Frame Schedule to have note 7 for door C1008 e) REVISE Titleblock to reflect A701 as Sheet 13 of 27. f) Replace sheet in its entirety.

14) A702: ROOM FINISH SCHEDULE & FLOOR PATTERNS PLAN:


15) PMPED100: PLUMBING, HVAC, & ELECTRICAL PLAN: a) REVISE Key Note 9 to add “Contractor shall maintain and/or replace filters to prevent construction-

related dust and debris from fouling coils.” b) REVISE Titleblock to reflect PMPED100 as Sheet 15 of 27.

16) P100: PLUMBING PLAN - DRAIN, WASTE, AND VENT:

a) REVISE Titleblock to reflect P100 as Sheet 16 of 27.

17) P101: PLUMBING PLAN - WATER: a) REVISE Titleblock to reflect P101 as Sheet 17 of 27.

18) P500: PLUMBING DETAILS AND SCHEDULES:

a) REVISE Titleblock to reflect P500 as Sheet 18 of 27.

19) M100: HVAC PLAN: a) REVISE plan in room 1020 to route 12” exhaust duct from exhaust grille up to duct penetration roof curb

then across roof through filter ‘FR-1’ and into fan ‘EF-2’. Refer to structural plans for locations of duct penetration curb and fan curb.

b) REVISE Titleblock to reflect M100 as Sheet 19 of 27. 20) M500: HVAC DETAILS – DUCTWORK AND EQUIPMENT:

a) REVISE Titleblock to reflect M500 as Sheet 20 of 27. 21) M501: HVAC DETAILS - CONTROLS:

a) REVISE RTU Control Detail Keyed Note 3 to add “At the contractor’s option, FEC controller may be factory-mounted, contingent on a complete points list being provided to University of Missouri Energy Management at time of submittal.”

b) REVISE Titleblock to reflect M501 as Sheet 21 of 27. 22) M800: HVAC SCHEDULES:

a) REVISE Titleblock to reflect M800 as Sheet 22 of 27.

23) E100: ELECTRICAL PLAN – POWER: a) REVISE Titleblock to reflect E100 as Sheet 23 of 27.

24) E101: ELECTRICAL PLAN – LIGHTING:

a) DELETE Alternate #1 plan. Refer to architectural and civil plans for scope of site electrical work in Alternate #2.

b) REVISE Titleblock to reflect E101 as Sheet 24 of 27. 25) E500: ELECTRICAL DETAILS & SCHEDULES:

a) REVISE Electrical Riser to replace separate CT cabinet and meter base with direct metering base Milbank #U4911-X-QG-BL.

b) REVISE Electrical Riser so that all conduits for fiber are 2” size. c) REVISE Lighting Schedule mark ‘C’ to be 120 volts. d) REVISE Titleblock to reflect E500 as Sheet 25 of 27.

26) E501: ELECTRICAL DETAILS – UTILITY: a) DELETE Transformer Pad Detail. Provide and install “Precast V-10 Pad” per attached detail. b) REVISE Titleblock to reflect E501 as Sheet 26 of 27.

27) FA100: FIRE ALARM SYSTEM PLAN & DETAILS

a) REVISE plan to add (1) smoke detector in Vestibule V1001 and (1) smoke detector in Mech 1025. b) REVISE Fire Alarm System Symbol Legend to replace description for FACP with “Fire alarm control

panel with speaker / strobe voice evacuation and communication to central station service (Siemens FireFinder XLSV)”

c) REVISE Fire Alarm System Symbol Legend to replace description for Audible/Visible Notification Appliance with “Audible / visible notification appliance (speaker + strobe), speaker tapped at Y decibels, strobe intensity set at X candela, color white, labeled ‘ALERT’ in red text“

d) REVISE Titleblock to reflect FA100 as Sheet 27 of 27. ATTACHMENTS:

1) Section 1.F Index of Drawings: Replace section in its entirety. One (1) 8 ½ x 11 sheet. 2) 02 0810 Universal/Hazardous Materials Removal and Disposal: Add Twelve (12) 8 ½ x 11 sheets. 3) 09 0561.13 Topical Moisture Mitigation System: Add six (6) 8 ½ x 11 sheets. 4) G002: Replace sheet in its entirety. 5) S100: Replace sheet in its entirety. 6) S101: Add sheet in its entirety. 7) A101: Replace sheet in its entirety. 8) A201: Replace sheet in its entirety. 9) A501: Replace sheet in its entirety. 10) A601: Replace sheet in its entirety. 11) A701: Replace sheet in its entirety.

End of Addendum #01

GENERAL

Sheet 1 of 27 G001 COVER SHEET

Sheet 2 of 27 G002 CODE INFORMATION

CIVIL

Sheet 3 of 27 CE0 GENERAL CIVIL NOTES AND SYMBOLS

Sheet 4 of 27 CE1 SITE AND UTILITY PLAN

STRUCTURAL

Sheet 5 of 27 S100 PARTIAL ROOF FRAMING PLAN

Sheet 6 of 27 S101 ALTERNATE NO .1 - STRUCTURAL PLAN AND DETAILS

ARCHITECTURAL

Sheet 7 of 27 A101 DEMOLITION & ROOF PLANS

Sheet 8 of 27 A201 NEW WORK FLOOR PLAN

Sheet 9 of 27 A202 REFLECTED CEILING PLAN

Sheet 10 of 27 A501 ENLARGED PLANS & INTERIOR ELEVATIONS

Sheet 11 of 27 A502 INTERIOR ELEVATIONS & CASEWORK SECTIONS

Sheet 12 of 27 A601 CONSTRUCTION DETAILS

Sheet 13 of 27 A701 DOOR SCHEDULE & DETAILS

Sheet 14 of 27 A702 ROOM FINISH SCHEDULE & FLOOR PATTERNS PLAN

PLUMBING

Sheet 15 of 27 PMED100 PLUMBING, HVAC, AND ELECTRICAL DEMO PLAN

Sheet 16 of 27 P100 PLUMBING PLAN - DRAIN, WASTE, AND VENT

Sheet 17 of 27 P101 PLUMBING PLAN - WATER

Sheet 18 of 27 P500 PLUMBING DETAILS AND SCHEDULES

MECHANICAL

Sheet 19 of 27 M100 HVAC PLAN

Sheet 20 of 27 M500 HVAC DETAILS - DUCTWORK AND EQUIPMENT

Sheet 21 of 27 M501 HVAC DETAILS - CONTROLS

Sheet 22 of 27 M800 HVAC SCHEDULES

ELECTRICAL

Sheet 23 of 27 E100 ELECTRICAL PLAN - POWER

Sheet 24 of 27 E101 ELECTRICAL PLAN - LIGHTING

Sheet 25 of 27 E500 ELECTRICAL DETAILS & SCHEDULES

Sheet 26 of 27 E501 ELECTRICAL DETAILS - UTILITY

FIRE ALARM

Sheet 27 of 27 FA100 FIRE ALARM SYSTEM PLAN AND DETAILS

SECTION 1.F

Drawings referred to in and accompanying Project Manual consist of the following sheets dated August 2, 2018.

INDEX OF DRAWINGS

END OF SECTION

MU Project #CP181071 INDEX ‐ 1

SECTION 020810 – UNIVERSAL/HAZARDOUS MATERIALS REMOVAL AND DISPOSAL

Urgent Care Clinic 3916 S. Providence Renovation - Project CP181071

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PART 1 - GENERAL Provisions of the General Conditions and Special Conditions are part of this Division. 1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 The Contractor shall inform him/herself of the conditions for the project, and is responsible for verifying the quantities and location of all work to be performed as outlined in this section. Failure to do so shall not relieve the Contractor of his obligation to furnish all materials and labor necessary to carry out the provisions of the Contract. The work of the Contract can be summarized as follows:

The work consists of the proper removal of the following approximate quantities of hazardous materials from Urgent Care Clinic Renovation: Demolition/Construction Waste

Hazardous Waste One electronic (1) thermostat

Universal Waste

Ninety-four (94) four foot fluorescent light bulbs, and their

Forty-seven fixtures

Three (3) exit signs

Reclaim/Recycle

One drinking fountain (Freon)

Building Materials Painted with Regulated Heavy Metals

N/A

Radioactive Lab History/Activity

N/A

1.2 CODES AND REGULATIONS:

1.1.2.1 All applicable codes, regulations, standards, statutes, laws, and rules have the same force and effect (and are made a part of the contract documents by reference) as if copied directly into the contract documents, or as if published copies are bound herewith. Where conflicts arise, the most stringent specification shall apply.



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1.1.2.2 Federal and State requirements which govern universal and hazardous

removal work or hauling and disposal of such waste materials include but are not limited to the following:

1.1.2.2.1 U.S. Department of Labor, Occupational Health and Safety Administration (OSHA), 29 CFR 1910 and 29 CFR 1926.

1.1.2.2.1.1 Construction Industry - 29 CFR 1926.1101

1.1.2.2.1.2 Respiratory Protection – 29 CFR 1910.134

1.1.2.2.1.3 Hazard Communication – 29 CFR 1910.1200

1.1.2.2.1.4 Accident Prevention Signs – 29 CFR 1910.145

1.1.2.2.2 U.S. Environmental Protection Agency (EPA)

1.1.2.2.1.5 1.1.3 CONTRACTOR'S DUTIES

1.1.3.1 Except as specifically noted, provide and pay for: Labor, materials, and equipment.

Tools, construction equipment, and machinery.

Other facilities and services necessary for proper execution and completion of work.

1.1.3.2 Pay legally required sales, consumer, use, payroll, privilege and other taxes. Retail sales tax shall not be included in the bid amount.

1.1.3.3 Secure and pay for, as necessary for proper execution and completion of work, and as applicable at the time of bids:

Permits

Government Fees

Licenses

Except where specifically noted, provide and pay for waste disposal permits and costs

1.1.3.4 Give required notices.

1.1.3.5 Contractor shall assume full responsibility and liability for compliance with all codes, ordinances, rules, regulations, orders and other legal requirements of Local, State, and Federal public authorities including Environmental Protection Agency (EPA) regulations, Missouri Department of Natural Resources (MDNR) and Occupational Safety and Health Administration (OSHA) which bear on performance work. Where conflicts occur between these specifications and/or the above-mentioned regulations, the more stringent shall govern. The Contractor shall hold the owner and owner’s air monitoring firm harmless for failure to comply with any applicable work, hauling, safety, health, or other regulations on the part of the contractor, contractor’s employees, or contractor’s subcontractors.



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1.1.3.6 If the Contractor observes that any of the Contract Documents are at variance therewith in any respect, he shall promptly notify MU in writing, and any necessary changes shall be accomplished by appropriate modification. It is not the Contractor's responsibility to make certain that the Contract Documents are in accordance with applicable laws, statutes, building codes and regulations. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to MU, he shall assume full responsibility therefore and shall bear all cost attributable thereto.

1.1.3.7 Enforce strict discipline and good order among employees. Do not employ unfit persons or persons not skilled in assigned task.

1.1.3.8 Comply with all applicable federal, state, and local laws regarding job discrimination and payment of prevailing wage rates for the base bid.

1.1.3.9 The use of the best available technology, procedures, and methods for preparation, execution, cleanup, disposal, and safety are absolutely required. This compliance is the sole responsibility of the abatement contractor.

1.1.3.10 Assume responsibility for the proper and safe execution of the work.

1.1.8 COORDINATION: The hazard remediation contractor shall be responsible for the coordination of the universal/hazardous materials removal for this project. The hazard remediation contractor shall coordinate with all other on-site contractors and all subcontractors working under separate contracts so as to facilitate the general progress of the work. Each trade shall afford all trades every reasonable opportunity for the installation of their work.

1.2 STOP WORK

1.2.1 If the Owner, or his designated representative, presents a written or verbal stop work order, immediately stop all work or that portion of the work designated. A verbal stop work order shall be confirmed by a written stop work order within 24 hours. Do not commence referenced work until authorized in writing by the Owner or his representative.

1.3 CONTRACTOR USE OF PREMISES

1.3.1 GENERAL: During the construction period for each building, the hazard remediation contractor will have full access to Urgent Care Clinic for construction operations.

1.3.2 USE OF THE SITE: Confine operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction.

1.3.2.1 Keep existing driveways and entrances serving the premises clear and



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available to the Owner and his employees at all times. Contractor will be allowed to use the parking lot to the north of the building for parking and/or storage of materials.

1.3.2.2 Do not unreasonably encumber the site with materials or equipment. Confine stockpiling of materials and location of storage to areas acceptable to Owner. If additional storage is necessary, obtain and pay for such storage off-site.

1.3.2.3 Do not load structure with weight that will endanger structure.

1.3.2.4 Assume full responsibility for protection and safekeeping of products stored on premises.

1.3.2.5 Move any stored products which interfere with operations of Owner or other contractors.

1.3.2.6 Contractor personnel shall utilize only those entrances/exits and parking lots designated by the Owner.

1.3.2.7 Contractor shall utilize only those areas designated by the Owner for the storage of equipment and the placement of dumpsters/transport containers.

1.3.2.8 Take all cautions necessary to ensure there is no universal and hazardous material contamination to those areas not included in work schedule. Should areas outside the work area become contaminated with hazardous materials, the Contractor shall immediately clean them utilizing the wet cleaning and HEPA vacuum methods specified herein. The hazard remediation contractor is responsible for the proper cleanup of all items in the work areas to maintain a clean and safe environment.

1.3.3 CONTRACTOR'S USE OF THE EXISTING BUILDING: Maintain the existing building in a safe and weather tight condition throughout the construction period. Take all precautions necessary to protect the building and its occupants during the construction period. 1.3.3.1 Keep areas such as walkways and stairs free from accumulation of

waste material, rubbish or construction debris. 1.3.3.2 Smoking or open fires are prohibited within the building or on the

premises.

1.4 OWNER OCCUPANCY

1.4.1 PARTIAL OWNER OCCUPANCY: The Owner reserves the right to occupy areas of the building in which universal/hazardous waste removal has been completed, provided that such occupancy does not substantially interfere with completion of the work. The Owner also reserves the right to occupy portions of the building not involved in this Scope of Work. Such partial occupancy shall not constitute acceptance of the work or any part of the work. The Owner shall also maintain the right to access areas where no universal and hazardous waste work is being



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performed.

2.1 SUBMITTAL REQUIREMENTS

2.1.1 The following will be submitted by the contractor prior to commencement of work for approval by Owner’s Certified Industrial Hygienist (one copy for the Owner’s Representative). The Owner’s C.I.H. will return reviewed copies to contractor and Owner’s Representative.

2.1.1.1 One copy of any Safety Data Sheets (SDS) for products to be used by the contractor in the performance of his work. Contractor will also maintain copies of SDS on site per OSHA.

2.1.2 Submit the following for all Supervisor(s) and Workers who will be on the project site prior to commencement of work:

2.1.2.1 A list of project personnel and contact phone numbers

2.1.2.2 Current training certificates, if applicable

2.1.2.3 Physician’s Statement that each person is physically fit to wear a respirator, if respirator use is required

2.1.2.4 Respirator Fit Test, if respirator use is required

2.1.3 Submit a detailed plan of the procedures proposed for use in complying with requirements of this specification. Include in the plan the layout and location of work areas, route of ingress and egress for the work areas, methods used to assure safety of building occupants and visitors, method of removal of material, and disposal container requirements for lead based paint material to be disposed.

2.1.4 Proposed disposal site for lead-based paint materials, including a disposal plan to detail type of disposal container, method of transportation to disposal site, and waste hauler.

2.1.5 Any other submittals as required by MU.

2.1.6 Upon completion of the universal/hazardous material removal, submit to the Owner’s Representative, copies of hazardous materials shipping records, disposal receipts, incineration documentation, etc. for all hazardous materials removed from the project site.

2.1.7 Upon completion of the universal waste/hazardous material removal, the following information shall be submitted by the Owner’s C.I.H. to the contractor:

2.1.7.1 Construction and demolition waste landfill receipts, disposal receipts, truck tickets, incineration/recycling receipts and documentation.

2.1.7.2 Written visual certification from the Owner’s Certified Industrial Hygienist that universal waste/hazardous material have been removed from the facility.

2.2 TERMINOLOGY (Definitions)

2.2.1 APPROVED Construction and Demolition WASTE DISPOSAL SITE: A



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permitted solid waste landfill that is authorized by the Missouri Department of Natural Resources to receive construction and demolition wastes.

2.2.2 AUTHORIZED VISITOR: The Building Owner, the Building Owner's representative, MU personnel, or a representative of any regulatory or other agency having jurisdiction over the project.

2.2.3 BARRIER: Any surface that seals off the work area to non-authorized personnel from entering the work area.

2.2.4 BUILDING OWNER: A representative of the University of Missouri.

2.2.5 DISPOSAL CONTAINER: A properly labeled container for universal/hazardous materials. The proposed disposal container for lead-based paint will be provided to the Owner’s Representative and part of the hazard remediation contractor’s pre-work

2.2.6 HEPA VACUUM EQUIPMENT: High efficiency particulate air filtered vacuuming equipment with a filter system capable of collecting and retaining hazardous particulates. Filters should be of 99.97% efficiency for retaining particulates greater than 0.3 microns.

2.2.7 ON-SITE REPRESENTATIVE: MU’s full-time representative responsible for air monitoring and enforcement of the specifications.

2.2.8 OWNER’S CERTIFIED INDUSTRIAL HYGIENIST (C.I.H.): An Industrial Hygienist, certified in comprehensive practice by the American Board of Industrial Hygiene (ABIH).

2.2.9 HAZARDOUS MATERIAL SHIPMENT RECORD/DISPOSAL RECEIPT: The shipping document, required to be originated and signed by the waste generator, used to track and substantiate the disposition of universal/hazardous materials.

2.2.10 WET CLEANING/WIPING: The process of eliminating contamination from building surfaces and objects by using cloths, mops, or other cleaning tools which have been dampened with water, and by afterwards disposing of these cleaning tools as necessary.

2.2.11 WORK AREA: A specific isolated area in which universal/hazardous waste materials are required to be handled. The area is designated as a work area from the time that the area is secured and access restrictions are in place. The area remains designated as a work area until the time that it has been cleaned in accordance with any requirements applicable to the operations conducted.

2.3 EXISTING CONDITIONS

2.3.1 Building Owner and Contractor shall agree on building conditions prior to commencement of work. It shall be the Contractor's responsibility to replace or repair to the Owner's satisfaction, prior to close-out of the project, all damaged items caused by the Contractor and not proven otherwise. All items damaged prior to remediation shall be noted during preconstruction walk-through.



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3.1 PERSONNEL PROTECTION REQUIREMENTS

3.1.1 Prior to commencement of work, the workers shall be instructed and shall be knowledgeable on the hazards of the universal hazardous materials involved and other environmental exposures, use and fitting of respirators, protective clothing, decontamination procedures, and all aspects of remediation work procedures; workers shall have medical examinations.

3.1.2 The Contractor acknowledges that he alone is responsible for enforcing personnel

protection requirements and that these specifications provide only a minimum acceptable standard for each phase of operation.

3.1.3 If required or requested of the workers, provide workers with personally issued and

marked respiratory equipment approved by NIOSH and accepted by OSHA. 3.1.4 No visitors shall be allowed in work areas, except as authorized. 3.1.5 Where required or if requested by the workers, provide workers with sufficient sets

of disposable protective full-body clothing. Such clothing shall consist of full-body coveralls, footwear, and head gear, one-piece coveralls or equal. Provide eye protection and hard hats as required by applicable safety regulations. Disposable clothing shall not be allowed to accumulate and shall be disposed of as contaminated waste.

3.1.6 Provide authorized visitors with suitable protective clothing, headgear, footwear, and gloves as described above whenever they are required to enter the work area.

3.2 MATERIALS

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

3.2.1.1 Store all materials subject to damage off the ground, away from wet or damp surfaces, and under cover sufficient to prevent damage or contamination.

3.2.1.2 Damaged or deteriorating materials shall not be used and shall be removed from the premises.

3.2.2 PLASTIC SHEETING: A minimum 6-mil (or as specified).

3.2.3 TAPE: Capable of sealing joints of adjacent sheets of polyethylene and for attachment of polyethylene sheets to finished or unfinished surfaces of dissimilar materials and capable of adhering under both dry and wet conditions, including use of amended water, duct tape, poly prep tapes or approved equal.

3.2.4 ADHESIVES: Capable of sealing joints of adjacent sheets of polyethylene and for attachment of polyethylene sheet to finished or unfinished surfaces of dissimilar materials and capable of adhering under both dry and wet conditions, including use of amended water.

3.2.5 IMPERMEABLE CONTAINERS: Suitable to receive and retain any hazardous



020810-8

materials until disposal by the owners rep. The containers shall be labeled as required by owner. Containers must be resistant to damage and rupture.

3.2.6 WARNING LABELS AND SIGNS: As required by owner.

3.2.7 OTHER MATERIALS: Provide all other materials, such as, but not limited to lumber, plywood, nails, and hardware, which may be required to properly prepare and complete this project.

3.3 TOOLS AND EQUIPMENT

3.3.1 Provide suitable tools for universal/hazardous waste removal and disposal.

3.3.1.1 Water Sprayer: Airless or a low pressure sprayer for amended water application as applicable.

3.3.1.2 Air-Purifying Equipment: High Efficiency Particulate Air Filtration

Systems (HEPA) shall comply with ANSI Z9.2-91. No air movement system or air equipment should discharge particulates outside the work area. Thus, the negative air unit shall be equipped with a three filter bank with the last being the HEPA filter capable of removing 99.97% of fibers/particulates >0.3 microns.

3.3.1.3 Scaffolding: As required to accomplish the specified work and meet all applicable safety regulations.

2.3.1.4 Vacuums: Use HEPA type from a known manufacturer. 2.3.1.5 Other tools and equipment as necessary.

3.4 SUPERVISION OF UNIVERSAL/HAZARDOUS Material REMOVAL

3.4.1 The contractor shall designate a competent supervisor subject to the approval of the Owner’s C.I.H. and the Owner’s Representative. The supervisor shall be the Contractor’s representative on the project, shall meet the requirements of all applicable regulations, and perform or meet the following minimum requirements:

3.4.1.1 Be knowledgeable in all aspects of removal, cleanup and proper disposal of universal hazardous materials as listed in the Scope of Work.

3.4.1.2 Be onsite and supervise all removal, cleanup and disposal activities.

3.4.1.3 Maintain a daily log on the project documenting events, violations, problems, equipment failures, accidents, and inspections.

3.4.1.4 Be responsible for implementation of first aid, safety training, respiratory protection, and ensuring all workers are trained in emergency procedures.

3.4.1.5 Be responsible for conducting a visual inspection of the work area prior to a visual inspection by the Owner’s Certified Industrial Hygienist. Inspection shall be documented.



020810-9

3.5 WORKER PROTECTION / TRAINING

3.5.1 The contractor shall be responsible for providing his employees with proper respiratory protection, respiratory training, a written respirator program, medical examinations, maintaining medical records, protective clothing and equipment to comply with OSHA requirements, if necessary

3.5.2 All workers shall be trained in the dangers inherent in handling universal waste, and hazardous materials, in proper work procedures, and personal protective measures.

3.6 OWNER’S CERTIFIED INDUSTRIAL HYGIENIST

3.6.1 It will be the Owner’s responsibility to hire a Certified Industrial Hygienist. The Certified Industrial Hygienist will also be required to perform the following duties as a minimum:

3.6.1.1 Approval of the Contractor’s work plan and methods of remediation to meet regulatory requirements and ensure the health and safety of University faculty, staff, and students.

3.6.1.2 Verify that the Contractor is satisfactorily performing the work in accordance with OSHA regulations.

3.6.1.3 Visual inspection of the work areas.

3.6.1.4 Certify in writing that the Contractor’s procedures, methods, and practices were, to the best of his/her knowledge and belief, in compliance with current EPA, OSHA, State, and Local applicable regulations, that the work areas meet the requirements for a final visual inspection prior to re-occupancy, and an accounting of any known deviations.

3.7 SEPARATION OF WORK AREAS FROM NONWORK AREAS

3.7.1 Visual separation shall be accomplished at all "see-through" locations using opaque polyethylene. This separation shall not be incorporated within the other seals involved on this project.

3.8 EMERGENCY PROTECTION PLAN / FIRE EXITS

3.8.1 The contractor shall be responsible for developing a written Emergency Protection Plan and shall maintain this plan onsite. The plan shall include considerations of fire, explosion, toxic atmospheres, electrical hazards, slips, falls, and heat related injury. All employees shall be instructed and trained in the procedures.

3.8.2 The Emergency Protection Plan shall also include written notification of police, fire, and medical personnel of the planned remediation activities, work schedule, and layout of the work area, particularly barriers that may affect response capabilities.

3.8.3 Designate and maintain emergency and fire exits from the work area in accordance with local codes and regulations. All exits shall be clearly marked



020810-10

with fluorescent tape or red paint and shall be clearly visible from any part of the work area.

3.9 LOCAL AREA PROTECTION / SITE SECURITY

3.9.1 The contractor shall secure the work areas to make sure of no inadvertent entry. Any breach to the exterior of the building shall be secured by the hazard remediation contractor. The Contractor shall be responsible for maintaining security of the remediation areas throughout the contract period.

3.9.2 The contractor shall be responsible for all areas of the building used by contractor and/or subcontractors in the performance of the work. Contractor shall exert full control over the actions of all employees and other persons with respect to the use and preservation of the existing building, except such controls as may be specifically reserved to the owner.

3.9.3 Contractor has the right to exclude from the work area all persons who have no purpose related to the work or its inspection, and shall require all persons in the work area to observe the same regulations required of Contractor’s employees.

3.9.4 The contractor shall have control of site security during remediation operations in order to protect the work environment and equipment. Contractor shall have the owner’s assistance in notifying building occupants of impending activity and enforcement of restricted access by owner’s employees.

3.9.5 The contractor shall keep a minimum of two (2) 10lb type ABC fire extinguishers onsite. One shall be maintained outside the work area and one inside each work area. Contractor employees shall be trained in the operation of fire extinguishers.

3.9.6 The contractor shall maintain the work area free from rubbish, debris, and dirt, and keep a clean, safe working area.

3.10 UNIVERSAL WASTE/HAZARDOUS MATERIALS REMOVAL OPERATIONS

3.10.1 Any light fixtures, housings, etc. concealing items considered to be universal waste/hazardous material shall be removed, containerized, labelled, and left on site for disposal by MU EHS. This does not include refrigerant or CHC/HCFC-containing equipment which are being replaced by the contractor. It does not include TCLP ceramic tile, which should be handled by the contractor.

3.10.2 MATERIALS PAINTED WITH RCRA-Metals PAINT – It is anticipated that these items will be removed as part of the demolition process and will be segregated from the remainder of the demolition debris. It is anticipated that these items will be hauled away and disposed of in a sanitary landfill approved by the State of Missouri to accept construction and demolition waste. These areas should be sealed off with polyethylene sheeting over the doors, vents, windows, or any other openings into/out of the area.



020810-11

3.10.3 FLUORESCENT LIGHT TUBES may contain small amounts of Mercury. This can potentially be harmful to human health and the environment. The bulbs should be placed in fiberboard boxes provided by MU EHS to minimize breakage. MU EHS will manage disposal of this material.

3.10.4 POLYCHLORINATED BIPHENYL (PCBS) are a known carcinogenic material.

Its use was discontinued January 1, 1979. Due to the age of the building, it should be assumed that any ballast can contain PCBs unless it is labeled as PCB free by the manufacturer. Due to this, any light ballasts presumed to contain PCBs should be properly disposed of. MU Environmental Health Safety will provide collection container for this purpose. Non-PCB ballasts will also be managed by MU Environmental Health Safety. Collection containers will be provided to the contractor upon their request.

3.10.5 SMOKE DETECTORS are typically ionization smoke detectors that may

contain a small amount of radioactive material. MU Environmental Health and Safety will provide collection containers for this material and will also be responsible for the disposal of this material.

3.10.6 FIRE ALARMS (STROBE LIGHT) are typically not considered a universal or

hazardous waste. However, for the purposes of this project, these items should be collected by the contractor and managed by MU Environmental Health and Safety. Collection containers will be provided to the contractor upon their request.

3.10.7 EXIT SIGNS AND EMERGENCY LIGHTS typically have backup batteries that

may contain small amounts of lead. Some exit signs are powered by a small amount of radioactive material. Powered exit signs and emergency lights should have the battery removed and disposed of by MU Environmental Health and Safety. Non powered exit signs should be assumed to contain radioactive material and should be collected for disposal via MU Environmental Health and Safety. MU Environmental Health and Safety will provide collection containers for these items.

3.10.8 DRINKING FOUNTAINS: Some drinking fountains have reservoirs that may contain lead and a CFC/HCFC refrigerant that must be recovered. The lead reservoirs should be removed and recycled. The CFC/HCFC refrigerant must be recovered by a contractor licensed and trained in this type of work. The remainder of the unit should be managed as scrap metal.

3.10.9 DOOR CLOSURES: Some of the older door closures have oil reservoirs for lubrication. These oils may contain small amounts of PCBs. MU Environmental Health and Safety will provide a collection container for this material, and will be responsible for disposal.



020810-12

3.10.10 THERMOSTATS may contain Mercury. This can potentially be harmful to human health and the environment. Mercury containing thermostats shall be disposed of as a hazardous waste. MU EHS will provide a collection container for this material, and will be responsible for disposal.

3.10.11 WINDOW AIR CONDITIONING UNITS: Where possible, these window units should be removed and stored for use elsewhere. Otherwise these units may contain CFC/HCFC refrigerants that must be recovered. CFC/HCFC refrigerants are suspected to damage the atmosphere. The CFC/HCFC refrigerant must be recovered by a contractor licensed and trained in this type of work. The remainder of the unit should be managed as scrap metal.

3.10.12 CERAMIC TILE: are made from clay bodies that contain high concentrations of silica. Respirable crystalline silica is a “known human carcinogen.” When ceramic tiles are cut, abraded, shattered, or crushed, hazardous silica dust can be generated. Ceramic tiles can also have high concentrations of toxic metals, in the clay body and in the glazing, and potentially be classified as Hazardous Waste. The ceramic tiles will need to be collected, containerized by the contractor, and picked up by MU EHS.

3.12 REESTABLISHMENT OF THE WORK AREA

3.1 2.1 Reestablishment of the work area shall only occur after the Contractor has received a final visual inspection from the Owner’s C.I.H. documenting that the universal/hazardous waste materials have been removed from the project site.

END OF SECTION

3916 S. Providence Fitout Space for New Urgent Care MU Project #CP181071

09 0561.13 - 1 of 5 TOPICAL MOISTURE MITIGATION SYSTEM (UNIT PRICES)

SECTION 09 0561.13 – TOPICAL MOISTURE MITIGATION SYSTEM (UNIT PRICES)

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings, general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this section.

1.2 SUMMARY

A. This Section includes a single-coat, fast-curing, 100% solids epoxy moisture management system formulated to suppress excessive moisture vapor emissions in new or existing concrete prior to installing an Underlayment.

B. Related Sections include the following:

1. Division 09 Flooring Sections

1.3 UNIT PRICES

A. Unit Price No. 1 – Topical Moisture Mitigation System for moisture readings of Relative Humidity range of 80% to 90%:

1. Description: Provide Topical Moisture Mitigation System according to Section 09 0561.13 "Topical Moisture Mitigation System" for moisture readings of Relative Humidity range between 80% and 90% for project areas that receive “Resilient Flooring and Tile Carpeting”

2. Unit of Measurement: Square Feet.

B. Unit Price No. 2 – Topical Moisture Mitigation System for moisture readings of Relative Humidity range of 90% to 100%:

1. Description: Provide Topical Moisture Mitigation System according to Section 09 0561.13 "Topical Moisture Mitigation System" for moisture readings of Relative Humidity range between 90% and 100% for project areas that receive “Resilient Flooring and Tile Carpeting.”

2. Unit of Measurement: Square Feet.

1.4 REFERENCES

A. ASTM F2170 - Relative Humidity in Concrete Floor Slabs Using in situ Probes

B. ASTM F1869 - Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride

C. ASTM 710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring

D. ASTM C1583 - Standard Test Method for Tensile Strength of Concrete Surfaces and the Bond Strength or Tensile Strength of Concrete Repair and Overlay Materials by Direct Tension



E. ASTM E96 - Standard Test Methods for Water Vapor Transmission of Materials

F. ASTM D1308 - Chemical Resistance of Finishes

1.5 SUBMITTALS

A. Product Data: Submit manufacturer’s product data and installation instructions for each material and product used. Include manufacturer's Material Safety Data Sheets.

B. Qualification Data: For Installer

1.6 QUALITY ASSURANCE

A . Installation of the moisture mitigation product must be completed by a certified applicator, equipment a n d t o o l s approved by the manufacturer.

B. Manufacturer Experience: Provide products of this section by companies which have successfully specialized in production of this type of work for not less than 5 years. Contact Manufacturer Representative prior to installation.

1.7 WARRANTY

A. Provide Manufactures Standard Warranty.

1.8 DELIVERY, STORAGE AND HANDLING

A. Deliver products in original packaging, labeled with product identification, manufacturer, batch number and shelf life.

B. Store products in a dry area with temperature maintained between 50° and 85° F (10° and 29° C) and Protect from direct sunlight.

C. Handle products in accordance with manufacturer's printed recommendations.

1.9 PROJECT CONDITIONS

A. Do not install material below 50° F (10° C) surface and air temperatures. These temperatures must also be maintained during and for 48 hours after the installation of products included in this section. Install quickly if substrate is warm and follow warm weather instructions available from the Manufacturer.

PART 2 - PRODUCTS

2.1 TOPICAL MOISTURE VAPOR EMISSION SYSTEM

A. One-Coat Moisture Control System for Concrete to Receive Underlayments and Toppings

1. Acceptable Products:

a. ARDEX MC™ RAPID; Manufactured by ARDEX Engineered Cements.



b. Mapei: Planiseal EMB c. HB Fuller Construction Products: Chapco’s Defender

2. Performance and Physical Properties: Meet or exceed the following values for material cured at 70° F+/-3°F and 50% +/-5%relative humidity:

a. Application: Manual b. Material Requirements on CSP 3 Prepared Concrete: Max 270 sq. ft. per mixed

unit for 10 mils c. Permeability (ASTM E96): <0.1 perms d. 14 pH solution (ASTM D1308): No effect e. Working Time: 20 minutes f. Pot Lift: 20 minutes g. VOC:0g/L, calculated SCAQMD 1113 h. Walkable: Minimum of 4 hours i. Prime and Install Underlayment: Minimum 4 hours, maximum 24 hours

2.2 HYDRAULIC CEMENT UNDERLAYMENT

A. Hydraulic Cement-based Self-Leveling Underlayment.

1. Acceptable Products:

a. K 15®; Manufactured by ARDEX Engineered Cements or approved equal product. b. ARDEX K 55™ MICROTEC; Manufactured by ARDEX Engineered Cements or

approved equal product.

2. Performance and Physical Properties: Meet or exceed the following values for material cured at 70° F+/-3°F (21° C+/-3°C) and 50% +/-5% relative humidity:

a. Application: Barrel Mix or Pump b. Flow Time: 10 minutes c. Initial Set: Approx. 30 minutes d. Final Set: Approx. 90 minutes e. Compressive Strength: Minimum 4100 psi at 28 days, ASTM C109M. f. Flexural Strength: 1000 psi at 28 days, ASTM C78. g. VOC: 0 g/l, calculated SCAQMD 1168

2.3 WATER

A. Water shall be clean, potable, and sufficiently cool (not warmer than 70°F).

PART 3 - EXECUTION

3.1 PREPARATION

A. Concrete Subfloors: Prepare substrate in accordance with manufacturer’s instructions.

1. Prior to proceeding please refer to ASTM F710 Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring. All concrete subfloors must be sound, solid, clean, and free of all oil, grease, dirt, curing compounds and any substance that might act as a bond breaker before application.



2. Mechanical preparation of the surface is required to obtain a minimum ICRI concrete surface profile of 3 (CSP 3). This substrate preparation must be by mechanical means, such as shot blasting.

3. The concrete must have a minimum tensile strength of at least 150 psi for areas to receive normal foot traffic, and 200 psi for area of heavy commercial traffic when tested in accordance with ASTM C1583. The concrete surface can be damp, but must be free of standing water.

4. Prior to beginning the installation, measure the relative humidity within the concrete (ASTM F2170). Alternatively, you can also measure the surface relative humidity in accordance with ASTM F2420. For these relative humidity methods, the RH shall not exceed 100%. No standing water shall be present.

5. If the concrete substrate is too uneven to provide a uniform film thickness of the ARDEX MC™ RAPID (typically CSP 6 or higher), the substrate can be pre-smoothed using ARDEX K 301™ Self-Leveling Exterior Concrete Topping or ARDEX MRP™ Moisture Resistant Patch or approved equal products.

B. Joint Preparation

1. Moving Joints – honor all expansion and isolation joints up through the moisture mitigation system and underlayment. A flexible sealing compound as recommended by the manufacturer may be installed.

2. Saw Cuts and Control Joints – fill all non-moving joints with Joint Filler, as recommended by the manufacturer.

3.2 APPLICATION OF TOPICAL MOISTURE MITIGATION SYSTEM:

A. Examine substrates and conditions under which materials will be installed. Do not proceed with installation until unsatisfactory conditions are corrected.

B. Coordinate installation with adjacent work to ensure proper sequence of construction. Protect adjacent areas from contact due to mixing and handling of materials.

C. Mixing: Comply with manufacturer's printed instructions and the following.

1. Each individual 22lb. unit contains separate, pre-measured quantities of hardener (Part B) and the resin (Part A). After opening each container, stir the individual components thoroughly before blending. The hardening agent (Part B) is added to the resin (Part A).

2. Pour all of the hardener into the resin portion and stir thoroughly for a minimum of 3 minutes using a low speed drill and an epoxy mixing paddle. Once mixed, pour some of the epoxy back into the hardener container, stir for 10 seconds, and then pour all of the contents back into the resin container. Mix for an additional 30 seconds before applying.

D. Application: Comply with manufacturer's printed instructions and the following.

1. Apply the first coat of freshly mixed Moisture Mitigation System to the prepared concrete surface in a uniform direction at an application rate of up to 270 sq. ft. per unit to achieve a coating thickness of 10 mils. Use a short-nap paint roller or notched squeegee for smoother surfaces, and a longer nap roller for more uneven substrates. To minimize the potential for pinhole formation, work the system into the surface with the roller to ensure maximum penetration. It can also be worked into the surface with a paintbrush for hard to reach areas and corners. Once the area is completely coated, allow to dry for a minimum of 4 hours (max. 24 hours). It is not necessary to re-test the substrate for moisture emissions prior to installing the floor covering.

2. For Underlayment applications of ¼” or less, prime the surface of the as recommend by the manufacturer. Allow sufficient dry time (min. 3 hours; max. 24 h o u r s ) b e f o r e i n s t a l l i n g t h e underlayment as recommend by the manufacturer.



3. For Underlayment applications greater than ¼” (6mm), or if the product was not worked into the surface sufficiently enough to prevent pinholes, a third coat with sand broadcast is needed.

a. Working at a 90° angle to the direction the first coat was applied; apply the underlayment at a coverage rate of 10 mils. While this coat is still in a fresh state (maximum 20 minutes), broadcast an excess of fine sand (less than 1/50 of an inch in grain size or 98.5% passing sieve size #35 or #30) consistently over the entire area.

Note: When broadcasting sand, use a NIOSH approved dust mask in conformance with OSHA requirements regarding the handling of sand. Do not stand or walk on the freshly applied epoxy when broadcasting the sand.

b. Once an area has been completely covered with sand, the surface of the sand can be walked on, being careful not to expose the epoxy at any time. Use approximately 1 lb. of sand per square foot of area. Once the sand broadcast is complete, avoid all traffic over the surface for a minimum of 4 hours.

c. After 4 hours, broom sweep and vacuum the surface to remove all loose sand. The clean, prepared surface of the sand is the priming system for the Underlayment. No additional priming is required.

d. Following the application of moisture mitigation system and primer or sand broadcast, install the Underlayment, as recommended by the manufacture.

e. It is not necessary to re-test the substrate for moisture emissions prior to installing the coating or floor covering.

3.3 FIELD QUALITY CONTROL

A. Where specified, field sampling of the products is to be done by taking an entire unopened bag/unit of the product being installed to an independent testing facility to perform testing. There is no in-situ test method applicable for this system.

3.4 PROTECTION

A. Prior to the installation of the finish flooring, the surface of the underlayment should be protected from abuse by other trades by the use of plywood, Masonite or other suitable protection course.

END OF SECTION 09 0561.13

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81.91'

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85.89'

N85° 4 1 '1 5 "W20 4. 11 '

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REF.

STAGING AREA SURROUNDED BY CONSTRUCTION BARRIER FENCE

INFECTION CONTROL BARRIER (FB-7) DURING CONSTRUCTION

EW-2

ALTERNATE #2 -SIGN LOCATION -REFER CIVIL

GRAY AREA INDICATES SIDEWALK REMOVAL AND REWORK - REFER CIVIL

NEW HVAC UNIT (REFER MEP) ON NEW CONCRETE PAD/STEM WALL -REFER CIVIL

DECORATIVE BOLLARDS -REFER CIVIL

ALTERNATE #2 -PROVIDE 1 1/4" CONDUIT AND THREE #6 COPPER WIRE ON P1-48 FOR MONUMENT SIGN.

BOLLARDS (PAINTED EPS-5A) - REFER CIVIL

HOOD & DUCTS -REFER MEP

REVISED STRIPING / MARKINGS - REFER TO CIVIL

AND SEAL ALL PENETRATIONS (EW-2)

CONTRACTOR SHALL SEAL WALL TO DECK

ADD-01

GRAY AREA (PHYSICAL THERAPY SPACE) IS NOT IN BASE BID - WILL ONLY BE INCLUDED WITH ALTERNATE #1

16'-8"

19

'-10

"

80'

68'

ALT. #1 COLUMNS (IPS-5B ALONG STOREFRONT) WITH FOOTINGS - REFER STRUCTURAL, PATCH WALLS & FLOOR TO MATCH EXISTING

1 HOUR RATED PARTITIONS WITH 20 MINUTE DOORS

NOTE: ALT. #1 WORK IN THE PT SPACE WOULD BE OFF-HOURS

ADD-01

PLUMBING FACILITIES PROVIDED

WATER CLOSETS

RATIO (M)

OCC. LOAD(USE / SEX)

USEMALE FEMALE RATIO MALE FEMALE

1:25 FOR FIRST 50,

THEN 1 PER 50

LAVATORIESSERVICE

SINKS

87 / 29B

REQUIRED 2 2 2 2 1

11:40 FOR FIRST 80,

THEN 1 PER 80

DRINKING FOUNTAIN

1

TOTAL PROVIDED

2 2 8 8 1 2

1

CODE & ZONING INFORMATION

BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL FIRE CODE2015 INTERNATIONAL FUEL GAS CODE2017 NATIONAL ELECTRICAL CODE2015 NFPA 101, LIFE SAFETY CODE2010 AMERICANS WITH DISABILITIES ACT - STANDARDS FOR ACCESSIBLE DESIGN2014 FACILITY GUIDELINES INSTITUTE2013 ASHRAE 90.1 - ENERGY STANDARD FOR BUILDINGS2012 NFPA 99 STANDARD FOR HEALTH CARE FACILITIES2013 NFPA 72 NATIONAL FIRE ALARM CODE2012 NFPA 90A INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS

USE GROUP: BCONSTRUCTION TYPE: TYPE IIBZONING: M-N, MIXED USE - NEIGHBORHOODSQUARE FOOTAGE: 5,725 SFOCCUPANT LOAD: 58

NOTE: BUILDING DOES NOT HAVE A FIRE SUPPRESSION SYSTEM, ALTERNATE #1 INCLUDES ADDITION OF FIRE SUPPRESSION SYSTEM

INFECTION CONTROL BARRIERS

EW-2: THE BARRIER SHALL BE ACHIEVEDUTILIZING AN EXISTING WALLASSEMBLY AS AN INFECTIONCONTROL BARRIER. THE ASSEMBLYMUST EXTEND TO THE DECK / FLOORABOVE. THE ASSEMBLY SHALL BEVISUALLY EXAMINED AND ALLPENETRATIONS / OPENINGSOBSERVED IN THE ASSEMBLY SHALLBE REPAIRED AND / OR ADEQUATELYSEALED AND MAINTAINEDTHROUGHOUT THE PROJECT TOPREVENT THE MIGRATION OF DUSTFROM THE WORK AREA INTOADJACENT OCCUPIED AREAS.

FB-7: THE BARRIER SHALL BECONSTRUCTED OF 6 OR 10-MILFIRE-RESISTANT POLYETHYLENEEQUIPPED WITH A CEILING / LIDEXTENDING FROM THE FLOOR TO AMINIMUM CLEAR HEIGHT OF 6'-8"ABOVE THE FLOOR. IF NECESSARY,NON-COMBUSTIBLE COMPONENTS(ZIP POLES, ETC.) MAY BE UTILIZEDTO SUPPORT THE POLYETHYLENE.THE BARRIER SHALL BEADEQUATELY SEALED AT THE FLOORAND WALL CONNECTIONS AND BEMAINTAINED THROUGHOUT THEACTIVITY PERIOD TO PREVENT THEMIGRATION OF DUST FROM THEWORK AREA INTO THE ADJACENTOCCUPIED SPACE. THERE SHALL BENO PENETRATIONS IN THE BARRIER.

0"

8'-0

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6'-0

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Missouri Certificate of

Authority Number: 000826

1/1

6"=

1'-0

"

Architecture

Interior Design

Planning

Sustainability

2801 Woodard Drive, Suite 103

Columbia, MO 65202

573.443.1407

MEP ENGINEERS:

912 OLD 63 SOUTHCOLUMBIA, MO 65201(573) 875-4365

STRUCTURAL & CIVIL ENGINEERS:

1000 WEST NIFONG BLVD, BLDG 1COLUMBIA, MO 65203(573) 447-0292

8/1

7/2

018

11:3

7:1

8 A

M G002SOA PROJECT 18005

CODE INFORMATION

ISSUE FOR BID DOCUMENTS

SHEET 2 OF 27

MU PROJECT CP181071

AUGUST 2, 2018

William H. Oswald - ArchitectLicense No. A-5419

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02 FITOUT LOCATION & CODE PLAN

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REVISION DATE

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Missouri Certificate ofAuthority Number: 000826

Architecture

Interior Design

Planning

Sustainability

2801 Woodard Drive, Suite 103Columbia, MO 65202573.443.1407

MEP ENGINEERS:




S100CROCKETT PROJECT

180207

PARTIAL ROOFFRAMING PLAN

ADDENDUM NO. 1

SHEET 5 OF 26

MU PROJECT CP181071

AUGUST 17, 2018

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BEAM SIZE No. OF BOLTS "N" ANGLE SIZE

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TYP. BEAM TO BEAM CONN. TYP. BEAM TO COL. CONN.

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ADDENDUM #1 08/17/2018

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1026A

CONTROL

1005

EXAM1020

EXAM

C1008

CORR.

C1009

CORR.1031

STAFF TLT

SORRELSORREL

LEAP LEAP LEAP LEAP LEAP

SO

RR

EL

SORRELSORRELSORREL

SO

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SO

RR

EL

18/18

18/18

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SO

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EL

PLAYER PLAYER

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AY

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PL

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PLAYER PLAYER

SORRELSORREL

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S101CROCKETT PROJECT

180207

STRUCTURALPLAN & DETAILS

ADDENDUM NO. 1

SHEET 6 OF 26

MU PROJECT CP181071

ADDENDUM #1

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03

If you must print this drawing, please

recycle

www.soa-inc.com

Missouri Certificate ofAuthority Number: 000826

Architecture

Interior Design

Planning

Sustainability

2801 Woodard Drive, Suite 103Columbia, MO 65202573.443.1407

MEP ENGINEERS:




ROOF FRAMING PLANN

℄

℄

℄

℄

℄

℄ ℄ ℄ ℄

℄ ℄ ℄

℄ ℄ ℄

℄ ℄ ℄

℄ ℄

℄

℄

℄

℄

COLUMN DETAIL

℄

INTERIOR COLUMN FOOTING DETAIL

℄

℄

℄

PLAN VIEW

℄

BASE PLATE - A

℄

TYP. BEAM TO COL. CONN.

BEAM SIZE No. OF BOLTS "N" PLATE SIZE WELD SIZE "D"FRAMING SECTION

08/17/2018

AUGUST 17, 2018

PS

PS

PS

PS

GENERAL NOTES - DEMOLITION

1. REMOVE WALLS INDICATED BY THEFOLLOWING LINETYPE (UNLESSNOTED OTHERWISE):

2. DASHED LINES INDICATE ITEMSSCHEDULED FOR REMOVAL ORMODIFICATION

3. PROTECT EXISTING SURFACES &COMPONENTS SCHEDULED TOREMAIN

4. REFER TO MEP DRAWINGS FORADDITIONAL DEMOLITIONINFORMATION

5. BEFORE DEMOLITION FOR DOORBETWEEN TENANTS, COORDINATEWITH PHYISICAL THERAPY TENANTFOR RELOCATION OF EQUIPMENT INTHAT AREA AND INSTALL INFECTIONCONTROL BARRIER

ABCD

1

2

3

4

5

6

01

01

01

01

01

0303

03

04

05

06

08

09

10

09

09

08

11

12

09

13

14

26'-2" +/-

02

15

16

0707 07 07

0707

07

07

0707 07 07

07

07

07 07

07

07 07

ADD-01 ADD-01

ADD-01

ADD-01

ADD-01

ADD-01

ADD-01

ADD-01

ADD-01

ADD-01

06

17 18 1817 17

18

18

17

18

17

17

17

ABCD

1

2

3

4

5

6

01

A601

ROOF ACCESS WITH FALL PROTECTION

EXISTING RTU -REFER MEP

EXISTING RTU TO REMAIN IN PLACE, DISCONNECT AS INDICATED ON MEP

NEW EXHAUST FAN -REFER MEP

EXISTING STANDING SEAMED ROOF (PMB)

CRICKET AT CURB

CRICKET

11

A601

EXISTING RTU TO REMAIN IN PLACE, DISCONNECT AS INDICATED ON MEP

10

A601

SIM

NEW HEAT PUMP -REFER MEP

FALL RESTRAINT ANCHOR POINT -REFER DETAIL A101/03

CRICKET AT CURB

NEW INSULATED DUCTWORK - REFER MEP

11

A601

SIM

ADD-01

EXISTING STANDING SEAM METAL ROOF

FALL RESTRAINT ANCHOR

0"

3"

6"

2'-0

"1

'-0"

0"

4'-0

"8

'-0"

24'-0

"1

6'-0

"


www.soa-inc.com



1/8

"=1

'-0

"1

1/2

"=1'-0

"

Architecture

Interior Design

Planning

Sustainability


Columbia, MO 65202

573.443.1407

MEP ENGINEERS:




8/1

7/2

018

11:3

7:0

2 A

M A101SOA PROJECT 18005

DEMOLITION & ROOFPLANS


SHEET 7 OF 27

MU PROJECT CP181071

AUGUST 2, 2018


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5203

1/8" = 1'-0"A101

01 DEMOLITION PLAN

KEYNOTES - DEMOLITION PLAN

11 METAL LINER PANELS - REMOVE &DISPOSE OF

12 ACTIVE DOOR LEAF - REMOVE & SALVAGETO OWNER; OTHER DOOR LEAF TOREMAIN. REMOVE & REPLACEHARDWARE AS INDICATED ON DOORSCHEDULE

13 GYPSUM BOARD - REMOVE AS NEEDEDTO APPLY LEAD-LINING

14 CONCRETE DEMO AS NEEDED FORUTILITIES WORK - REFER MEP

15 CORE DRILL CONCRETE FOUNDATIONWALL AS REQUIRED FOR SEWER PIPING.CAP ABANDONED PVC SEWER PIPING ASINDICATED ON MEP

16 ALTERNATE #1: REMOVE CEILING TILE &GRID AS REQUIRED FOR SPRINKLERSYSTEM INSTALLATION. REINSTALLCEILING TILE AND GRID AT COMPLETIONOF SPRINKLER INSTALLATION

17 ALT. #1 SHEET VINYL / CARPET FLOORINGREMOVED AS NEEDED FOR COLUMNFOOTING

18 ALT. #1 GYP BD REMOVED AS NEEDEDFOR COLUMN PLACEMENT

KEYNOTES - DEMOLITION PLAN

01 DOOR, FRAME, & HARDWARE - REMOVE &DISPOSE OF

02 CONCRETE DEMO AS NEEDED FORSIDEWALK RE-WORK - REFER CIVIL

03 PLUMBING FIXTURE - REMOVED BYOWNER, CAP OFF - REFER MEP

04 STOREFRONT - REMOVE & DISPOSE OF

05 GYPSUM BOARD & METAL STUD FRAMING- REMOVE & DISPOSE OF AS REQUIREDFOR NEW OPENING

06 ROOFING ABOVE - REMOVE AS NEEDEDFOR INSTALLATION OF ROOF ACCESS

07 ALT. #1 CONCRETE DEMO AS NEEDEDFOR COLUMN FOOTINGS

08 SUSPENDED LIGHT FIXTURE ABOVE -REMOVE - REFER ELECTRICAL

09 CONCRETE SLAB - SAWCUT AND REMOVEAS REQUIRED FOR UNDERGROUNDPIPING - REFER PLUMBING

10 CARPET & RUBBER BASE - REMOVE &DISPOSE OF

1/8" = 1'-0"A101

02 ROOF PLAN

FI

ISSOUR

OETA

ST

M

RE

GIS

TERED ARCH

ITE

CT

08/02/2018


1 1/2" = 1'-0"A101

DTL - FALL RESTRAINT03

REVISION DATE

ADD-01 08/17/2018

ADD-01

ADD-01

ADD-01

ICEREF.

1004

NURSES STA.

1007

RECEPT.

V1001

VEST

1011

EXAM

1010

EXAM1013

EXAM

1012

EXAM1015

EXAM

1014

EXAM

1016

UTILITY/CLEAN

1017

PATIENT TLT.

1019

STORAGE

1024

HSKP.

1027

OFFICE

1026

RADIOLOGYX-RAY

1022

I.T.

1025

MECH

1003

LAB

1002

PATIENT TLT.

1028

LOUNGE

1009

EXAM -PEDIATRIC

1008

EXAM -PEDIATRIC

1001

WAITING

C1004

CORR.C1005

CORR.

C1003

CORR.

C1006

CORR

C1001

CORR.

1029

STAFF TLT

C1002

CORR

A50113

1006

EXAM

1023

UTILITY/SOILED1030

MEDS

1018

EXAM

C1007

CORR

A502

13A502

12

A502

A502

07

A502

A50111

A501

08

A501

14

A50118

A501

03

A501

02

09

06

A502

08

A502

09

10

A501

19

2102

03

A502

A50214

A50110

A501

04

15

04

17

01

A501

12

A50122

1026A

CONTROL

05

A501

01

11'-6 5/8" 3 5/8" 6'-4 1/4" 3 5/8" 11'-7 1/4" 3 5/8" 11'-7 1/4" 3 5/8" 7'-3 1/4" 3 5/8" 11'-7 1/4" 3 5/8" 12'-9 7/8"

10'-1 5/8" 3 5/8" 6'-2 7/8" 3 5/8" 14'-9" 3 5/8" 5'-1 1/4" 3 5/8" 10'-7 1/4" 3 5/8" 10'-7 1/4" 3 5/8" 5'-10" 6" 7'-7 1/2"

22'-2 3/8" 3 5/8" 10'-7 1/4" 3 5/8" 10'-7 1/4" 3 5/8" 5'-1 1/4" 2'-1" 3 5/8" 6'-2" 3 5/8"

3 5/8" 8'-11 1/4" 3 5/8" 10'-6 5/8" 3 5/8" 5'-1 1/4" 3 5/8" 12'-1 1/4" 3 5/8" 9'-1 1/4" 3 5/8" 5'-1 1/4" 3 5/8" 8'-6 5/8"

3 5/8" 12'-1 1/4" 3 5/8" 8'-0 1/4" 3 5/8" 5'-7 1/4" 3 5/8" 18'-0" 3 5/8" 16'-4"

6'-0

"3

5/8

"9

'-1 1

/4"

6'-1

0 1

/2"

7'-5

"6

"9

'-4 1

/4"

3 5

/8"

6'-2

"3

5/8

"1

5'-6 1

/4"

12

'-4

5/1

6"

3 5

/8"

5'-3 1

/4"

3 5

/8"

7'-6 1

/4"

3 5

/8"

11

'-8 1

/4"

3 5

/8"

11

'-8 1

/4"

3 5

/8"

5'-1 1

/4"

3 5

/8"

10

'-1

0 1

/2"

3 5

/8"

10

'-9 3

/4"

3 5

/8"

15

'-1

0 1

/4"

3 5

/8"

5'-7 1

/4"

3 5

/8"

6'-7 3

/4"

6"

6'-2

"3

5/8

"5

'-1 1

/4"

3 5

/8"

8'-7

13

/16

"

9'-6

" +

/-3

5/8

"2

7'-1

" +

/-3

5/8

"1

7'-1

1"

+/-

16'-8 1/4"

01

01

01

A502

SIM08

A502SIM

05

SIM05

02

02

02

02

02

02

02

02

0203

030303

04

16

01

A601

6'-0

"

15

1005

EXAM1020

EXAM -ISOLATION

C1008

CORR.

4'-2"

135°

45°

8'-0

"

07

A701

06

A201

02

F4 F4

F5

F4F4

F2

F3

6'-1 3

/4"

3'-6 3

/4"

6'-1 3

/4"

6'-0 1/4" 3 5/8"

11 7/8" 4'-10 5/8"

45°

1024

1011

1010

1012

1013

1008

1009

C1007

C1005

1017

C1003

1015

1014

1007B

1001

V1001

1028

10251026

1002

1029

1027

1019

1004A

1004B

1003

1007A

C1001

1006 1018

1005 1020

1022

C1008

10231030

05

06

07

09

11

12

13 14

15

16

17

10

08

0252°

142°

03

45°

45°

02

05

05

05

07

07

07

07

07

5 5

/8"

10

10

10

1010

10

15

15

16

16

0218

18

17

17

17

17

17

17

17

17

02

02

A6

A6

A6

B1

B1

17

A601

06

A701

04

A601

05

A701

05Sim

C

C

C

C

C

17

B1

B

B1

B

B

B1

17

A701

07

20

05

1016

C1009

CORR.

1031

STAFF TLT1031

A502

11

02

8'-3" 3 5/8"

A50217

19

19

A201

03

A201

03SIM

A201

03SIM

9'-0

"

CLEAR

1'-9"

2020

21

22

23

23

23

23

24

25

23

17

23

26

26

27

A201

04

26

A502

A501

16

02

02

A601

03

A601

28

07

0712

A50123

ADD-01

ADD-01

29

ADD-01

2929

29

29ADD-0129

ADD-01

29

ADD-01

29

ADD-01

29

ADD-01

29

ADD-01

29

29

B

ADD-01ADD-01

3030ADD-01

ADD-01

ADD-01

ADD-01

ADD-01

ADD-01

NEW WORK GENERAL NOTES

1. FIELD VERIFY ALL DIMENSIONS. IFDIMENSIONS VARY SIGNIFICANTLYNOTIFY THE ARCHITECT

2. ALL DIMENSIONS TO FACE OF STEELSTUD OR EXISTING FINISH UNLESSNOTED OTHERWISE

3. GRAYED WALLS & DOORS AREEXISTING TO REMAIN - PROTECTDURING CONSTRUCTION

4. DASHED GRAY COMPONENTS AREPROVIDED BY OWNER AND ARESHOWN FOR REFERENCE ONLY

5. WALL PARTITIONS ARE TYPE AUNLESS NOTED OTHERWISE

EXISTING STOREFRONT

EMSEAL QUIETJOINT ACOUSTICAL JOINT FILLER

PRE-MANUFACTURED ALUMINUM WALL CAP, PAINT TO MATCH WALL

ALT. #1 COLUMN -REFER STRUCTURAL

ADD-01

EXISTING STOREFRONT

EMSEAL QUIETJOINT ACOUSTICAL JOINT FILLER

PRE-MANUFACTURED ALUMINUM WALL CAP, PAINT TO MATCH WALL

ALT. #1 COLUMN - REFER STRUCTURAL

ADD-01

DIAPER CHANGING STATION (DCS)

PAPER TOWEL DISPENSER (PTD)

SOAP DISPENSER (SD)

SPECIMEN SHELF (AT PATIENT TOILETS ONLY)GRAB BAR

(GB)

TOILET PAPER DISPENSER (TPD)

0"

3"

6"

2'-0

"1

'-0"

0"

2'-0

"4

'-0"

12'-0

"8

'-0"


www.soa-inc.com



1/4

"=1

'-0

"1

1/2

"=1'-0

"

Architecture

Interior Design

Planning

Sustainability


Columbia, MO 65202

573.443.1407

MEP ENGINEERS:




8/1

7/2

018

11:3

7:0

4 A


NEW WORK FLOORPLAN


SHEET 8 OF 27

MU PROJECT CP181071

AUGUST 2, 2018


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5203

1/4" = 1'-0"A201

01 NEW WORK PLAN 1 1/2" = 1'-0"A201

02 DTL - TYP WALL TO GLASS

KEYNOTES - NEW WORK PLAN

01 RECESSED FIRE EXTINGUISHER CABINET

02 CORNER GUARD - RIGHT ANGLE

03 CORNER GUARD - REFER PLAN FORANGLE

04 SPECIMEN PASS-THROUGH CABINET

05 CONCRETE SLAB INFILL - ALIGN WITHADJACENT SURFACES

06 HIGH/LOW DRINKING FOUNTAIN - REFERTO PLUMBING

07 ROLLER SHADES

08 BLACK-OUT FILM AT INSIDE FACE OFEXISTING WINDOWS

09 EXISTING KNOX BOX

10 ADJUSTABLE SHELVES

11 LOCKERS

12 FLOOR TRANSITION - REFER TO NEWWORK FINISH PLAN ON A702

13 ROOF HATCH ABOVE

14 SHIPS LADDER WITH RAILING

15 WALL PROTECTION UP TO 4'-0"

16 FLOOR DRAIN - REFER TO PLUMBING

17 DOOR ACCESS CONTROL

18 DIAPER CHANGING STATION (DCS)

19 VERTICAL DUCT - REFER TO MEP

20 LEAD LINING BEHIND NEW 5/8" TYPE 'X'GYPSUM BOARD

21 TEMPORARY POLY-VAPOR BARRIERDURING CONSTRUCTION, SEAL DUSTTIGHT

22 EYEWASH STATION - REFER MEP

23 PUSH BUTTON FOR DOOR OPERATOR

24 CONCRETE SIDEWALK - REFER CIVIL

25 CONCRETE PAD FOR NEW UNIT - REFERMEP

26 PROVIDE 20 GA SHEET MTL BACKING FORTV

27 METAL SHELVING RACKS BY OWNER

28 LOUVER - REFER MEP

29 ALT. #1 COLUMN (IPS-5B ALONGSTOREFRONT) WITH FOOTING BELOW -REFER STRUCTURAL

30 PAINT EXISTING PARTITION FROM WALLBASE TO CEILING FROM CORNER TOCORNER AT COMPLETION OF DOORINSTALLATION

1 1/2" = 1'-0"A201

DTL - TYP WALL AT MULLION03

1/4" = 1'-0"A201

TYP TOILET ACCESSORIES04

FI

ISSOUR

OETA

ST

M

RE

GIS

TERED ARCH

ITE

CT

08/02/2018


REVISION DATE

ADD-01 08/17/2018

ADD-01

ADD-01

A501

06

SCALE

MAYO STAND

WALL MOUNTED

COMPUTER

ROLLING STOOL

SHARPSPT DISP. SOAP

HAND SANITIZER

COAT HOOK (FLIP STYLE)

EXAM TABLE

CHAIR

CHAIR

CURTAIN TRACK

VITALS

A501

05

SCALE

MAYO STAND

WALL MOUNTED

COMPUTER

ROLLING STOOL

SHARPSPT DISP. SOAP

HAND SANITIZER

EXAM TABLE

CHAIR

CHAIR

CURTAIN TRACK

VITALS


2'-0

"2

'-3

"1

'-9

"3

'-0

"

1'-6" 1'-6" 1'-9" 1'-6" 1"

COUNTER AND 4" BACKSPLASH SS-1

BASE - REFER TO SCHEDULE

BASE CABINETS PL-1

UPPER CABINETS PL-1

PLASTIC LAMINATE FASCIA PL-1

C.H. S.D.P.T.D.S.C.

MAGNETIC HOLD-OPEN

TRASH CAN BY OWNER

PROVIDE BACKING AS REQUIRED

19

A502

18

A502

2" 2'-8" 4" 2'-8" 4" 2'-8"

2'-6

"5

'-6

"1

'-0

"

3'-6

"

ANGLED1'-1" FV

LOWER COUNTER PL-2


TRANSACTION TOP SS-1

WV- 2

RP-1, H-1

RP-23'-0"

19

A502

18

A502

2'-6

"1

'-0

"4

'-6

"

ANGLED

COUNTER SS-1 -COORD. GROMMET LOCATION W/ OWNER


SUPPORT BRACKETS

TRANSACTION TOP SS-1

IPS-1A

PENDANT LIGHTS -REFER MEP

WV-2



BASE CABINETS PL-1

UPPER CABINETS PL-1


1" 2'-0" 1'-9" 1'-6" 5'-2"

1" 2'-0" 3'-3"

3'-0

"1

'-9

"2

'-3

"2

'-0

"

22

A502

SimC.H.S.D. P.T.D. S.C.

TRASH CAN BY OWNER

MAGNETIC HOLD-OPEN


30

A502

2'-6

"1

'-6

"3

'-2

"

F4 F4

COUNTER PL-2

BASE -REFER TO SCHEDULE

SUPPORT BRACKETS

3'-0" 3'-0" 1"1" 3'-0" 3'-0"

2'-6

"2

'-0

"2

'-6

"2

'-0

"

(BACK OF DOOR

BEYOND)

COUNTER PL-2


SUPPORT BRACKETS

UPPER CABINETS PL-1

30

A502

SIM



3'-0

"

2'-3" 1'-9" 1'-9" 2'-8" 1'-9" 1'-9" 1"

1'-0

"3

'-0

"2

'-0

"



BASE CABINETS PL-1

12" SHELVES ON STANDARDS W/ ADJUSTABLE BRACKETS

RX STATION BY OWNER

COUNTERTOP FRIDGE BY OWNER

PROVIDE BLOCKING AS REQUIRED

1" 1'-6" 1'-9" 1'-6" 1'-6" 5'-2"



BASE CABINETS PL-1

UPPER CABINETS PL-1


1" 3'-3" 3'-0"

TRASH CAN BY OWNER

23

A502

Sim

28

A502

Sim

2'-0

"2

'-3

"1

'-9

"3

'-0

"

C.H.S.D.

MAGNETIC HOLD-OPEN


3'-0

"1

'-0

"3

'-0

"2

'-0

"




1023


2'-6"ADD-01

1'-9" 1'-9" 1'-9"

2'-0

"3

'-0

"1

'-0

"3

'-0

"



BASE CABINETS PL-1



1"

31

A502

2'-8" 1'-0"

2'-6

"

COUNTER PL-2


BASE CABINETS PL-1

29

A502

5'-4

"1

'-2

"2

'-6

"

FRP PANELS




2'-0"

3'-6

"2

"4

'-2

"2

"1

'-0

"

RP-2, H-2

WV- 2

SS-1


3'-0

"1

'-0

"3

'-2

"

7'-6"

COUNTER PL-2


SUPPORT BRACKETS

F3

30

A502

SIM

A501

04

CHAIR

CHAIR

EXAM TABLE

WALL MOUNTED

COMPUTER

ROLLING STOOL

HAND SANITIZER


CURTAIN TRACK

SHARPSPT DISP.SOAP

VITALSSCALE

SHARPSPT DISP.SOAP


CURTAIN TRACK

HAND SANITIZER

WALL MOUNTED

COMPUTER

SCALE

VITALS

ROLLING STOOL

EXAM TABLE

CHAIR

CHAIR

A501

SIM 04

2'-6

"1

'-6

"3

'-2

"1

'-10

"

COUNTER PL-2


SUPPORT BRACKETS

30

A502

SIM

F5

WALL BASE ASSCHEDULED

PLYWOODPANELS

6'-10"

4'-0

"4

'-0

"

1'-2"

10"

6'-0

"




FRP-1

MOP SINK

BASE - REFER TO SCHEDULE4

"4

'-0

"

09

A601

FURRING

LOUVER -REFER MEP

ALT. #1 COLUMN ABOVE FURRING -REFER STRUCTURAL

ADD-01

3'-0

"4

'-0

"4

"

FRP-1

MOP SINK

MOP & BROOM HOLDER




LOUVER - REFER MEP

ALT. #1 COLUMN ABOVE FURRING -REFER STRUCTURAL

ADD-01

3'-0

"

2'-2" 4'-8"

15" DEEP COUNTER PL-2


SUPPORT BRACKETS

30

A502

SIM

ADD-01

0"

1'-0

"2

'-0"

6'-0

"4

'-0"

0"

2'-0

"4

'-0"

12'-0

"8

'-0"


www.soa-inc.com



1/4

"=1

'-0

"1

/2"=

1'-0

"

Architecture

Interior Design

Planning

Sustainability


Columbia, MO 65202

573.443.1407

MEP ENGINEERS:




8/1

7/2

018

11:3

7:0

9 A


ENLARGED PLANS &INTERIOR ELEVATIONS


SHEET 10 OF 27

MU PROJECT CP181071

AUGUST 2, 2018


UN

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5203

1/2" = 1'-0"A201 A501

03 ENLARGED - TYP EXAM (NORTH END) 1/2" = 1'-0"A201 A501

02 ENLARGED - TYP EXAM (MIDDLE)

1/4" = 1'-0"A501

EXAM (N END) - CABS06

1/4" = 1'-0"A501

RECEPT - FRONT13 1/4" = 1'-0"A501

RECEPT - BACK11

1/4" = 1'-0"A501

EXAM (MIDDLE) - CABS05

1/4" = 1'-0"A501

NURSES - SOUTH08 1/4" = 1'-0"A501

NURSES - WEST09

1/4" = 1'-0"A501

MEDS - SOUTH14

1/4" = 1'-0"A501

EXAM (PEDS) - CABS04

1/4" = 1'-0"A501

SOILED - EAST17

1/4" = 1'-0"A501

MEDS - EAST15

1/4" = 1'-0"A501

NURSE X-RAY10

1/4" = 1'-0"A501

SOILED - WEST18

1/4" = 1'-0"A501

RECEPT - ANGLE WALL12

1/4" = 1'-0"A501

CONTROL22

1/2" = 1'-0"A201 A501

01 ENLARGED - TYP EXAM (PEDIATRIC)

1/4" = 1'-0"A501

NURSES - EAST07

NOTE: FURNITURE & EQUIPMENT ITEMS SHOWN IN GRAY DASHED LINE ARE SHOWN FOR REFERENCE ONLY.

1/4" = 1'-0"A501

I.T. - NORTH16

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1/4" = 1'-0"A501

HSKP. - SOUTH19 1/4" = 1'-0"A501

HSKP. - EAST20 1/4" = 1'-0"A501

HSKP. - NORTH21

REVISION DATE

ADD-01 08/17/2018

1/4" = 1'-0"A501

XRAY23

ADD-01

A601

04

3'-6

"1

2'-8

"

12

R @

12

" =

1

2'-0

"8

" 7'-5"

2'-0"

EQ

EQ

EQ

EQ

3'-0

"

3'-2

7/8

"

3'-2

7/8

"

3'-2

7/8

"

3"

TYP.

4 1/8"

CRICKET THIS SIDE

ADD-01

BOLT - REF. STRUCTUAL

STEEL ANGLE - REF. STRUCTUAL

HATCH RAIL SYSTEM BEYOND

HATCH SYSTEM

PREFINISHED MTL. FLASHING -WRAP UP HATCH AND UNDER HATCH FLASHING, THEN TERMINATE

CONTINUOUS BEAD OF CAULK BETWEEN MTL PANEL AND ZEE CLOSURE

MECH UNIT (REF MEP)

SEALANT

COUNTER FLASHING

EQUIPMENT CURB

PREFINISHED MTL. FLASHING - WRAP UP HATCH AND UNDER HATCH FLASHING, THEN TERMINATE


MTL ROOF PANEL

LIGHT GAUGE OVERBUILT FRAMING PER DELEGATED DESIGN



MTL. FRAMING

PREMANUFACTURED ROOF CURB


1'-0"

MIN

.

5/8" TYPE "X" LEAD LINED GYP BD.

3/8" LEAD DIA. LEAD DISC ON ALL SCREWS

2" WIDE STRIPS - SAME THICKNESS AS GYP. BD. LEAD LINING

SHIM

RADIOLOGY

ADJACENT PT SPACE

OUTLET BOX

5/8" TYPE "X" LEAD LINED GYP. BD.

LEAD LINING AROUND OUTLET BOX

EXISTING WALL CONSTRUCTION TO REMAIN (ONLY UPDATING AS NEEDED TO LEAD-LINE THE RADIATION SIDE OF THE ROOM)

ROOF TOP UNIT -REFER TO MECHANICAL

SELF ADHERING UNDERLAYMENT OVER CURB - TURN DOWN EDGES AND TERMINATE


NAILABLE INSUL

ZEE CLOSURE B/W SEAMS, CAULK B/W ZEE CLOSURE, PANEL AND SEAM MTL ROOF PANEL

LIGHT GAUGE OVERBUILT FRAMING PER DELEGATED DESIGN




1'-0"

MIN

.

4

03

A601

A601

08

ADD-01

BEAMS - REF STRUCT

02

A601

A601

07

BEAMS - REFER STRUCTURAL

ADD-01

UNISTRUT MEDICAL SUPPORT SYSTEM

THREADED ROD SUPPORT STRUCTURE

AC (REF FINISH SCHEDULE)

AC ANGLE

NOTE: DESIGN OF MEDICAL EQUIPMENT SUPPORT SYSTEM BY SUPPLIER

HORIZONTAL UNISTRUT CROSS BRACE

3D-TOP LONGITUDINAL RAIL

UNISTRUT CROSS BRACE

VERTICAL TUBE SUPPORT

UNISTRUT CHANNEL

AC BETWEEN UNISTRUT CHANNELS

MOUNTING POINT

TRANSVERSE BRIDGE

NOTE: DESIGN OF MEDICAL EQUIPMENT SUPPORT SYSTEM BY SUPPLIER

UNISTRUT SPANNING BETWEEN BEAMS

BEAM - REF STRUCT

EXISTING PURLINS

EXISTING METAL WALL PANEL

CUT EXISTING METAL WALL PANEL AS NEEDED FOR LOUVER OPENING - VERIFY SIZE WITH MEP

INSTALL MTL DRIP ACROSS LOUVER HEAD

INSTALL MTL L ANGLE ACROSS SILL AND UP BOTH SIDES

5/8" TYPE 'X' GYP BD ON 3 5/8" MTL STUD FURRING @ 16" OC

RUN STUDS BETWEEN PURLINS HORIZONTALLY & VERTICALLY AROUND LOUVER

MTL ANGLES CONNECTING HORIZONTAL & VERTICAL STUDS

DUCTWORK -REFER TO MECHANICAL 0

"3

"6

"2

'-0"

1'-0

"0

"1

'-0"

2'-0

"6

'-0"

4'-0

"0

"2

"4

"1

'-0"

8"


www.soa-inc.com



3"=

1'-0"

1/2

"=1

'-0

"1

1/2

"=1'-0

"

Architecture

Interior Design

Planning

Sustainability


Columbia, MO 65202

573.443.1407

MEP ENGINEERS:




8/1

7/2

018

11:3

7:1

4 A


CONSTRUCTIONDETAILS


SHEET 12 OF 27

MU PROJECT CP181071

AUGUST 2, 2018


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5203

1/2" = 1'-0"A601

SECTION AT ROOF ACCESS01 1 1/2" = 1'-0"A601

ROOF HATCH DETAIL04

1 1/2" = 1'-0"A601

ROOF CURB FOR EXHAUST FAN11

1 1/2" = 1'-0"A601

06 LEAD LINING PLAN DETAIL 3" = 1'-0"A601

05 TYP WALL BOX AT LEAD LINING

1 1/2" = 1'-0"A601

MECHANICAL CURB10

1/2" = 1'-0"A601

N/S RADIOLOGY SECTION02 1/2" = 1'-0"A601

E/W RADIOLOGY SECTION03

3" = 1'-0"A601

CEILING UNISTRUT DETAIL07 1 1/2" = 1'-0"A601

CEILING RAIL DETAIL08 1 1/2" = 1'-0"A601

DTL - LOUVER09

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REVISION DATE

ADD-01 08/17/2018

ADD-01

FLOOR LINE

STRUCTURAL DECK

B1B

CEILING LINE

5/8" TYPE "X" GYPSUM BOARD

A


3 5/8" 22 GAUGE METAL STUDS @ 16" O.C. WITH SOUND ATTENUATION, FULL THICKNESS WHERE INDICATED ON PLAN

B

1 5/8" 22 GAUGE METAL STUDS @ 16" O.C.

B1

3 5/8" 22 GAUGE METAL STUDS @ 16" O.C., WITH SOUND ATTENUATION, FULL THICKNESS WHERE INDICATED ON PLAN

A6

A

6" 22 GAUGE METAL STUDS @ 16" O.C., WITH SOUND ATTENUATION, FULL THICKNESS WHERE INDICATED ON PLAN

A6


3 5/8" 22 GAUGE METAL STUDS @ 16" O.C., WITH SOUND ATTENUATION, FULL THICKNESS WHERE INDICATED ON PLAN

C

LEAD LINING UP TO 7' AFF ON RADIOLOGY SIDE OF THE STUDS

SEAL TIGHT WITH FIRE CAULK

UL 419 - 1 HOUR

A

HOLLOW METAL OR SOLID COREWOOD DOOR

RE

FE

R T

O S

CH

ED

ULE

REF. TO SCHED.

B

SOLID CORE WOOD DOOR WITH1/4" CLEAR TEMPERED GLASS

3" X 33" WIRE GLASS IN RATED DOORS

REF. TO SCHED.

RE

FE

R T

O S

CH

ED

ULE

D

ALUMINUM AND GLASS MEDIUMSTYLE DOOR WITH 1" INSULATED

TEMPERED GLASS TO MATCHEXISTING STOREFRONT

RE

FE

R T

O S

CH

ED

ULE

REF. TO SCHED.

C

NOTE NOT USED

RE

FE

R T

O S

CH

ED

ULE

REF. TO SCHED.

E

SOLID CORE WOOD DUTCH DOORWITH 12" TRANSACTION TOP ON

LOWER PORTION

F

RESIN PANEL (RP-3) DOOR ONTRACK

2"

REF. TO SCHED.

2"

RE

FE

R T

O S

CH

ED

ULE

2"

F1

HOLLOW METAL FRAME OR ALUMINUM FRAME

NOTE: DOOR SIZE FROM DOOR SCHEDULE IS FOR WALL OPENING (DOOR PANEL SHOWN HERE IS DIFFERENT FROM SCHEDULE)

3'-6"

2"

6'-10

"

H-3 HARDWARE

F2

STOREFRONT WITH GLASS TO MATCH EXISTING STOREFRONT UNITS

REF. SCHED.

RE

FE

R T

O S

CH

ED

ULE

19'-3 5/8" FV - TO FIT WITHIN EXISTING OPENING

3'-0"3'-0"3'-0"

EX

IST

ING

OP

EN

ING

9'-0

" F

V -

TO

FIT

WIT

HIN

3'-0"4 1/2"

4'-0

"3

'-2

"

15'-9"

2" EQ 2" EQ 2" EQ 2" EQ 2"

F5

HOLLOW METAL FRAME WITH 1/4" CLEAR GLASS

4'-7"

4'-0

"3

'-2

"

F4

HOLLOW METAL FRAME WITH 1/4" CLEAR GLASS

5'-0"

4'-0

"3

'-2

"

F3

LEAD LINED HOLLOW METAL FRAME WITH CLEAR GLASS

REFER DETAIL A701/05

PAINTED HOLLOW METAL FRAME (REF FINISH SCHEDULE)

DOOR (REF DOOR SCHEDULE )

SEALANT CONT @PERIMETER EACH SIDE

GYP. BD. ON MTL STUD

7/16" 4 7/8" 7/16"

5 3/4"

2"

7 1/4" @ SIM CONDITION

8 1/8" @ SIM CONDITION

5 3

/4"

PAINTED HOLLOW METAL LEAD-LINED FRAME (REF FINISH SCHEDULE)



GWB ON MTL STUD

LEAD WRAPPED END WALL FOR CONTINUITY

DOOR - REFER TO DOOR SCHEDULE

ALUMINUM STOREFRONT SYSTEM

PAINTED HOLLOW METAL LEAD-LINED FRAME IPS-5A

LEAD LINED GLASS


GWB ON MTL STUD

LEAD WRAPPED END WALL FOR CONTINUITY

5 3

/4"

PAINTED HOLLOW METAL FRAME (REF FINISH SCHEDULE)



7/16" 4 7/8" 7/16"

5 3/4"

2"

1. LEAD LINED

2. ONE WAY GLASS (OBSTRUCT VIEW FROM VESTIBULE SIDE, CAN SEE THROUGH FROM CORRIDOR SIDE)

3. REUSE EXISTING DOOR HARDWARE.

4. REMOVE ACTIVE DOOR LEAF AND INSTALL NEW LEAF (INSULATED HM 3' X 7') AND HARDWARE AS SPECIFIED

5. CASED OPENING, NO STOPS REQUIRED

6. BEHIND EACH EXAM DOOR ON THE WALL (UP HIGH OPPOSITE THE HINGES) THERE WILL BE A MAGNETIC HOLD-OPEN

7. DOOR FRAME PAINT: IPS-5A ON CLINIC SIDE AND IPS-5C ON THERAPY SIDE. TRANSITION AT INSIDE CORNER OF URGENT CARES SIDE OF DOOR JAMB.

DOOR SCHEDULE NOTES:

ALUMINUM FRAME - ALIGN WITH STOREFRONT MULLION



STOREFRONT

ADD-01

EXISTING FRAME

EXISTING WALL WITH METAL PANELS REMOVED

1 5/8" MTL STUDS

5/8" TYPE X GYP BD




4 7/8"

ALUMINUM FRAME

0"

3"

6"

2'-0

"1

'-0"

0"

2'-0

"4

'-0"

12'-0

"8

'-0"


www.soa-inc.com



1/4

"=1

'-0

"1

1/2

"=1'-0

"

Architecture

Interior Design

Planning

Sustainability


Columbia, MO 65202

573.443.1407

MEP ENGINEERS:




8/1

7/2

018

11:3

7:1

5 A


DOOR SCHEDULE &DETAILS


SHEET 13 OF 27

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AUGUST 2, 2018


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5203

1 1/2" = 1'-0"

PARTITION TYPES

DOOR AND FRAME SCHEDULE

DOOR FRAME FIRERATINGLABEL

HARDWARESET NO NOTES

DOORNO

SIZE

MATL ELEV MATL ELEV

DETAIL

W H THK HEAD JAMBLEVEL 01

1001 3'-8" 7'-0" 1 3/4" ALUM / GL D ALUM F1 A701/08 A701/08 & 06 B

1002 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 5

1003 3'-0" 7'-0" 1 3/4" SCWD B HM F1 A701/01 A701/01 20 MIN.S 7

1004A 3'-0" 7'-0" 7" - - HM F1 A701/02 A701/02 - 5

1004B 3'-0" 7'-0" 7" - - HM F1 A701/02 A701/02 - 5

1005 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1006 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1007A SCWD E HM F1 A701/01 A701/01 3

1007B 3'-0" 7'-0" 1 3/4" RESIN (RP-1) F - - 6

1008 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1009 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1010 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1011 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1012 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1013 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1014 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1015 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1016 3'-0" 7'-0" 1 3/4" SCWD B HM F1 A701/01 A701/01 20 MIN.S 7

1017 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 SIM A701/01 SIM 20 MIN.S 5

1018 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 4 6

1019 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 7

1020 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 14 6

1022 3'-0" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 7

1023 3'-0" 7'-0" 1 3/4" SCWD B HM F1 A701/01 A701/01 20 MIN.S 7

1024 3'-0" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 8

1025 3'-0" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 8

1026 3'-8" 7'-0" 1 3/4" SCWD A HM F1 A701/04 A701/04 20 MIN.S 12 1

1027 3'-0" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 9

1028 3'-0" 7'-0" 1 3/4" SCWD B HM F1 A701/01 A701/01 20 MIN.S 7

1029 3'-0" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 5

1030 3'-0" 7'-0" 1 3/4" SCWD B HM F1 A701/01 A701/01 20 MIN.S 7

1031 3'-0" 7'-0" 1 3/4" SCWD A HM F1 A701/01 A701/01 20 MIN.S 5

C1001 3'-8" 7'-0" 1 3/4" SCWD B HM F1 A701/01 A701/01 20 MIN.S 7

C1003 3'-8" 7'-0" 1 3/4" SCWD B HM F1 A701/01 A701/01 20 MIN.S 2 2

C1005 3'-0" 7'-0" 1 3/4" EX EX EX EX - 10 3

C1007 6'-0" 7'-0" 1 3/4" EX/HM EX/A EX EX A701/07 A701/07 - 11 4

C1008 3'-8" 7'-0" 1 3/4" SCWD A HM F1 13 7

V1001 3'-8" 7'-0" 1 3/4" ALUM D ALUM F2 - 1, A 1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

1 1/2" = 1'-0"A701

DTL - TYP HEAD/JAMB01 1 1/2" = 1'-0"A701

DTL - LEAD SHIELD JAMB/HEAD04 1 1/2" = 1'-0"A701

DTL - ALUM JAMB/HEAD03 1 1/2" = 1'-0"A701

DTL - LEAD SHIELD WINDOW JAMB/HEAD/SILL05 1 1/2" = 1'-0"A701

DTL - TYP HEAD/JAMB CASED02 1 1/2" = 1'-0"A701

DTL - JAMB @ GLASS06

1 1/2" = 1'-0"A701

DTL - HEAD/JAMB @ FURRING07 1 1/2" = 1'-0"A701

DTL - TYP HEAD/JAMB ALUM08

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REVISION DATE

ADD-01 08/17/2018

ADD-01 ADD-01

ADD-01

ADD-01

ADD-01