589A4-21-100 Specifications Vol 1_Part 3 -dated 7-26-2021-10 pages.pdf
PDF 8 MB Posted
- Solicitation number
- 36c25522R0024
About this file
This solicitation is for relocating a medical ward at the Harry S Truman Memorial Veterans Hospital in Columbia, Missouri to improve patient privacy. The solicitation includes specifications and drawings for the project. Key details include relocating an existing surgical inpatient unit and related spaces on the first floor, as well as installing new wall graphics and signage to aid wayfinding. The specifications cover demolition, cold-formed metal framing, unit masonry, structural steel framing, cast-in-place concrete, and other construction requirements. The response due date is not stated.
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Harry S Truman
Memorial Veterans Hospital Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
General Notes:
WALL GRAPHICS
Plans
2.5
6 Surgical
Inpatient Unit
(Nurse)
Dialysis
Social
Worker 4 Medicine
Inpatient Unit
Waiting Room
Step Down Unit
Fourth Floor
Compensation
& Pension Clinic
Employee
Health
Fifth Floor
Vending
Area
Waiting
Room
Social
Worker
Waiting
Room
Sixth Floor
6 Intensive Care Unit
Upper Floors - Wall Graphics
Elevator Graphics - See elevations
N
0’ 10’ 20’ 40’
Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
WALL GRAPHICS
Interior Wall Graphics 1
5 - First Floor Main Lobby - Truman’s Quote Elevation
Scale: 1/2” = 1’-0” 2.6
6’-0”
CENTER
8’-0”
CENTER
EQ
EQ
9’-4” V.I.F.
0’-6” V.I.F.
3’-4”
CENTER
EQ
EQ EQ
12’-1/2” V.I.F.
3’-7” 3’-7”
Footlight MT LightFont:
Color: Pantone Solid Coated
7528 C - Image
7499 C - Background
7530 C- Text
EQ
3/8” 3/8” 3/8”
B
2.10
B Detail @ Wall Section
Scale: 1’-0” = 1’-0”
A Detail @ Overlapping Joint
Scale: 1’-0” = 1’-0”
A
2.10
Wall Graphic - printed vinyl wallcovering, adhered to 3/8” thick substrate
Artwork by architect.
2” EXISTING WALL
REVEAL STRIP
3/8” THICK CLAD HIGH IMPACT
WALL PANEL ON 2 CLIPS
REVEAL STRIP
SIGN CO. TO SUPPLY VINYL
GRAPHIC IMAGE APPLIED TO
3/8” SUBSTRATE, IMAGE TO
WRAP AROUND ALL EDGES OF
SUBSTRATE. G.C. TO INSTALL
ON “Z” CLIPS
3/8” THICK CLAD HIGH IMPACT
WALL PANEL
SIGN CO. TO SUPPLY VINYL GRAPHIC IMAGE
APPLIED TO 3/8” SUBSTRATE, IMAGE TO
EXISTING WALL
REVEAL STRIP
3/8” THICK CLAD HIGH IMPACT
WALL PANEL
Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
V.I.F.
EQ.
EQ.
1’-0”
1’-0”
0’-2”
EQ
CENTER
EQ
0’-4”
0’-5”
EQ
EQ
EQ
ALIGN WITH EXISTING
PERPENDICULAR
PARTITION
EXISTING S.S.
CORNER GUARD
EXISTING COLUMN
(DASHED)
ALIGN
WALL GRAPHICS
Interior Wall Graphics 2
2 - First Floor Entrance Corridor Elevation Scale: 1/2” = 1’-0”
APPLIED VINYL
LETTERS & ICON
ON PAINTED WALL
2.7
Wall Graphic - printed vinyl letters & icon adhered to wall by sign company
Colors:
Accent Blue: S-3
Text, Arrow: T-5
Fonts:
Helvetica Bold
Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
WALL GRAPHICS
Interior Wall Graphics 3
2.8
3 - First Floor Travel Elevation
Scale: 1/4” = 1’-0”
3 - First Floor Pharmacy Elevation
Scale: 1/4” = 1’-0”
3 - First Floor Travel & Agent Cashier Elevation
Scale: 1/4” = 1’-0”
3”
6”
3”
CENTER
EQEQ
6”
3”
6”
3”
CENTER
EQEQ
6”
CENTER CENTER
3”
6”
3”
6” 6”
Wall Graphic - printed vinyl letters & icon adhered to wall by sign company
Colors:
Text, Icons: T-5
Font:
Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
4A - Basement North Elevator Core
Scale: 1/2” = 1’-0”
Wall Graphic: Printed vinyl letters adhered to wall panels by sign company
Colors:
Accent Blue: S-3
Text, Arrow & Icon: T-5
Fonts:
Helvetica Bold
WALL GRAPHICS
Wall Graphic - Basement 4A & 4B
2.9
ALIGN
CENTER
JOINT IN WALL COVERING
0’-9” CENTER1’-6” 1’-6”
0’-2”2” SS CORNER
GUARD EQ EQ
0’-9”
2” SS CORNER
GUARD
0’-2”
0’-4”
EQ
EQ
0’-1” TRIM REVEAL
EQ.
EQ.
0’-9” 1’-0”
V.I.F.
INSIDE OF PORTAL SOLID
BLUE WALL PANEL
A
2.9
A Detail @ Corner & Overlapping Joint
Scale: 1’-0” = 1’-0”
INSIDE OF PORTAL
SOLID BLUE WALL PANEL
4B - Basement North Elevator Core
Scale: 1/4” = 1’-0”
REVEAL MOULDING
2”
3/8”
STAINLESS STEEL
CORNER GUARD
2” 3/8”
Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
5A - First Floor North Elevator Core
Scale: 1/2” = 1’-0”
0’-10” CENTER1’-6” 1’-6”
0’-2”2” SS CORNER
GUARD EQ EQ
0’-10”
2” SS CORNER
GUARD
0’-2”
0’-4”
EQ
EQ
0’-5” SOFFIT
0’-1” TRIM REVEAL
1’-10”
V.I.F.
EQ.
EQ.
0’-10”
ALIGN
CENTER
JOINT IN WALL COVERING
INSIDE OF PORTAL SOLID
BLUE WALL PANEL
WALL GRAPHICS
Wall Graphic - First Floor 5A & 5B
2.10
A
2.9
Wall Graphic: Printed letters & icons adhered to wall panels by sign company
Colors:
Accent Blue: S-3
Text, Arrow & Icon: T-5
Fonts:
Helvetica Bold
INSIDE OF PORTAL
SOLID BLUE WALL PANEL
5B - First Floor North Elevator Core
Scale: 1/4” = 1’-0”
Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
18 - Second Floor North Elevator Core
Scale: 1/2” = 1’-0”
WALL GRAPHICS
Wall Graphic - Second Floor 6A & 6B
2.11
0’-10”
V.I.F.
SOFFIT
ALIGN
CENTER
JOINT IN WALL COVERING
0’-8” CENTER1’-6” 1’-6”
0’-2”2” SS CORNER
GUARD EQ EQ
0’-8”
2” SS CORNER
GUARD
0’-2”
0’-4”
EQ
EQ
0’-1” TRIM REVEAL
0’-4 1/2” 0’-5 1/2”
EQ.
EQ.
0’-8”
INSIDE OF PORTAL SOLID
BLUE WALL PANEL
A
2.9
Wall Graphic: Printed vinyl letters & icons adhered to wall panels by sign company
Colors:
Accent Blue: S-3
Text, Arrow & Icon: T-5
Fonts:
Helvetica Bold
INSIDE OF PORTAL
SOLID BLUE WALL PANEL
19 - Second Floor North Elevator Core
Scale: 1/4” = 1’-0”
Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
WALL GRAPHICS
Typical Elevator Graphic 7
Typical South Elevator
Band above door: Printed vinyl letters adhered to wall by sign company
Colors:
Text: T-5
Font:
1”=1’
0’-11 3/4”
- 1’-0”
V.I.F.
CENTER
0’-4 1/2” CENTER
EQ
EQ
0’- 3/4”
0’-4 1/2” CENTER
EXISTING TV
0’-11 3/4”
- 1’-3/4”
V.I.F.
CENTER
EQEQ
7 - Typical South Elevator Band Above Door
Basement, 1st, 2nd, 3rd, 4th 5th and 6th Floor
Scale: 1/2” = 1’-0”
Typical South Elevator Band Above Door
Basement, 1st, 2nd, 3rd, 4th 5th and 6th Floor
Scale: 1” = 1’-0”
Key plan
Scale: NTS N
N
SA
B
2.12
APPLIED VINYL LETTERS
ON PAINTED WALL
Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
WALL GRAPHICS
Typical Elevator Graphic 8 & 9
Typical North A & B Elevator
Band above door: Printed vinyl letters adhered to wall by sign company
Colors:
Text: T-5
Font:
Helvetica Bold
CENTER
EQ
EQ
EQ
EQ 0’-11 3/4”
- 1’- 3 1/4”
V.I.F.
0’-4 1/2” CENTER
CENTER
EQEQ
0’-11 3/4”
- 1’-5 3/4”
V.I.F.
1/2”=1’ 8 - Typical North A Elevator Band Above Door
Basement, 1st 2nd Floor
Scale: 1/2” = 1’-0”
CENTER
0’-10”
0’-4 1/2” CENTER
EQ
EQ
0’- 3/4”
0’-4 1/2” CENTER
1”=1’
0’-11 3/4”
- 1’-5 3/4”
V.I.F.
Typical North A Elevator Band Above Door
Basement, 1st 2nd Floor
Scale: 1” = 1’-0”
9 - Typical North B Elevator Band Above Door
Basement, 1st 2nd Floor
Scale: 1/2” = 1’-0”
Key plan
Scale: NTS N
N
SA
B
2.13
APPLIED VINYL LETTERS
ON PAINTED WALL
Columbia, Missouri
Improve Interior Wayfinding
Date: July 22, 2014
Project: 1122.01
1 Memorial Drive, Suite 1800
St. Louis, Missouri 63102
Phone: (314) 621 4343
Fax: (314) 621 0261
Email: info@fox-arch.com
10 - Typical South Elevator Door
Basement - 6th Floor
Scale: 1” = 1’-0”
Typical North A & B & South Elevator
Door Wall Graphic: Printed vinyl wallcovering adhered to elevator door by sign company
Colors:
Background: S-1
Text: S-3
Highlighted Text: T-5
Font: Helvetica Medium
WALL GRAPHICS
Typical Elevator Graphic 10 & 115TH FLOOR
BASEMENT
4TH FLOOR
3RD FLOOR
2ND FLOOR
6TH FLOOR
EQ.EQ.
CENTER
EQ.
EQ.
1’-8” 2’-0”
4’-0”
0’-2”
0’-1” 0’-2”
CENTER EQ.EQ. 2’-0”
1’-3 1/2”
CENTER
CENTER
BASEMENT
1ST FLOOR
EQ.EQ.
CENTER
EQ.
EQ.
1’-8” 2’-0”
4’-0”
0’-2”
0’-1” 0’-2”
CENTER EQ.EQ. 2’-0”
1’-3 1/2”
CENTER
CENTER
Key plan
Scale: NTS N
N
SA
B
11 - Typical North A & B Elevator Door
Basement - 2nd Floor Scale: 1” = 1’-0”
2.14
| 01 00 00 GENERAL REQUIREMENTS |
| 1.1 safety requirements |
| 1.2 GENERAL INTENTION |
| 1.3 STATEMENT OF BID ITEM(S) |
| 1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR |
| 1.5 CONSTRUCTION SECURITY REQUIREMENTS |
| 1.6 OPERATIONS AND STORAGE AREAS |
| 1.7 ALTERATIONS |
| 1.8 DISPOSAL AND RETENTION |
| 1.9 PROTECTION OF EXISTING STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS |
| 1.10 RESTORATION |
| 1.11 LAYOUT OF WORK |
| 1.12 AS-BUILT DRAWINGS |
| 1.13 USE OF ROADWAYS |
| 1.14 Contracting Officer’s Representative'S FIELD OFFICE |
| 1.15 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT |
| 1.16 TEMPORARY USE OF EXISTING ELEVATORS |
| 1.17 TEMPORARY TOILETS |
| 1.18 AVAILABILITY AND USE OF UTILITY SERVICES |
| 1.19 NEW TELEPHONE EQUIPMENT |
| 1.20 TESTS |
| 1.21 INSTRUCTIONS |
| 1.22 GOVERNMENT-FURNISHED PROPERTY |
| 1.23 RELOCATED EQUIPMENT and items |
| 01 00 10 MEDICAL CENTER REQUIREMENTS |
| Matrix of Precautions for Construction & Renovation |
| Contractor/Subcontractor/Employee Notification of Asbestos Form |
| 01 33 23 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES |
| PART 1 – GENERAL |
| 01 35 26 SAFETY REQUIREMENTS |
| 1.1 APPLICABLE PUBLICATIONS: |
| 1.2 DEFINITIONS: |
| 1.3 REGULATORY REQUIREMENTS: |
| 1.4 ACCIDENT PREVENTION PLAN (APP): |
| 1.5 ACTIVITY HAZARD ANALYSES (AHAs): |
| 1.6 PRECONSTRUCTION CONFERENCE: |
| 1.7 “SITE SAFETY AND HEALTH OFFICER” (SSHO) and “COMPETENT PERSON” (CP): |
| 1.8 TRAINING: |
| 1.9 INSPECTIONS: |
| 1.10 ACCIDENTS, OSHA 300 LOGS, AND MAN-HOURS: |
| 1.11 PERSONAL PROTECTIVE EQUIPMENT (PPE): |
| 1.12 INFECTION CONTROL |
| 1.13 FIRE SAFETY |
| 1.14 ELECTRICAL |
| 1.15 FALL PROTECTION |
| 1.16 SCAFFOLDS AND OTHER WORK PLATFORMS |
| 1.17 EXCAVATION AND TRENCHES |
| 1.18 CRANES |
| 1.19 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT) |
| 1.20 CONFINED SPACE ENTRY |
| 1.21 WELDING AND CUTTING |
| 1.22 LADDERS |
| 1.23 FLOOR & WALL OPENINGS |
| 01 45 00 QUALITY CONTROL |
| PART 1 - GENERAL |
| 1.1 DESCRIPTION |
| A. This section specifies requirements for Contractor Quality Control (CQC) for Design-Bid-Build (DBB) or Design-Build (DB) construction projects. This section can be used for both project types. |
| 1.2 APPLICABLE PUBLICATIONS |
| A. The publication listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. |
| B. ASTM International (ASTM) |
| 1.3 SUBMITTALS |
| A. Government approval is required for all submittals. CQC inspection reports shall be submitted under this Specification section and follow the [Applicable CQC Control Phase (Preparatory, Initial, or Follow-Up)]: [Applicable Specification section] naming convention. |
| PART 2 PRODUCTS – NOT USED |
| PART 3 - EXECUTION |
| 3.1 GENERAL REQUIREMENTS |
| A. Establish and maintain an effective quality control (QC) system. that complies with the FAR Clause 52.246.12 titled “Inspection of Construction”. QC consists of plans, procedures, and organization necessary to produce an end product which complies with the Contract requirements. The QC system covers all design and construction operations, both onsite and offsite, and be keyed to the proposed design and construction sequence. The project superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Office or Authorized designee for non-compliance with the quality requirements specified in the Contract. In this context the highest-level manager responsible for the overall construction activities at the site, including quality and production is the project superintendent. The project superintendent maintains a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer’s Representative. |
| 3.2 CQC PLAN: |
| A. Submit the CQC Plan no later than 10 days after receipt of Notice to Proceed (NTP) proposed to implement the requirements of the FAR Clause 52.246.12 titled “Inspection of Construction”. The Government will consider an Interim CQC Plan for the first days of operation, which must be accepted within 5 business days of NTP. Design and/or construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an Interim plan applicable to the particular feature of work to be started. Work outside of the accepted Interim CQC Plan will not be permitted to begin until acceptance of a CQC Plan or another Interim CQC Plan containing the additional work scope is accepted. |
| B. Content of the CQC Plan: Include, as a minimum, the following to cover all design and construction operations, both onsite and offsite, including work by subcontractors, designers of record consultants, architects/engineers (A/E), fabricators, suppliers, and purchasing agents: |
| C. Additional Requirements for Design Quality Control (DQC) Plan: The following additional requirements apply to the DQC Plan for DB projects only and not DBB projects: |
| D. Acceptance of Plan: Acceptance of the Contractor’s plan is required prior to the start of design and construction. Acceptance is conditional and will be predicated on satisfactory performance during the design and construction. The Government reserves the right to require the Contractor to make changes in the CQC Plan and operations including removal of personnel as necessary, to obtain the quality specified. |
| E. Notification of Changes: After acceptance of the CQC Plan, notify the Contracting Officer’s Representative in writing of any proposed change. Proposed changes are subject to acceptance by the Government prior to implementation by the Contractor. |
| 3.3 COORDINATION MEETING: |
| A. After the Preconstruction Conference Post-Award Conference before start of design or construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer’s Representative to discuss the Contractor’s quality control system. Submit the CQC Plan a minimum of 2 business days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CC operations, design activities (if applicable), control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor’s Management and control with the Government’s Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and Contracting Officer’s Representative and will become a part of the contract file. There can be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which can require corrective action by the Contractor. |
| 3.4 QUALITY CONTROL ORGANIZATION: |
| A. Personnel Requirements: The requirements for the CQC organization are a Safety and Health Manager, CQC System Manager, a Design Quality Manager (if applicable), and sufficient number of additional qualified personnel to ensure safety and Contract compliance. The Safety and Health Manager shall satisfy the requirements of Specification 01 35 26 Safety Requirements and reports directly to a senior project (or corporate) official independent from the CQC System Manager. The Safety and Health Manager will also serve as a member of the CQC Staff. Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor’s CQC staff maintains a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure Contract compliance. The CQC staff will be subject to acceptance by the Contracting Officer’s Representative. Provide adequate office space, filing systems, and other resources as necessary to maintain an effective and fully functional CQC organization. Promptly complete and furnish all letters, material submittals, shop drawings submittals, schedules and all other project documentation to the CQC organization. The CQC organization is responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the Government. |
| B. CQC System Manager: Identify as CQC System Manager an individual within the onsite work organization that is responsible for overall management of CQC and has the authority to act in all CQC matters for the Contractor. The CQC system Manager is required to be a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of 5 years construction experience on construction similar to the scope of this Contract. This CQC System manager is on the site at all times during construction and is employed by the General Contractor. The CQC System Manger is assigned as CQC System Manager but has duties as project superintendent in addition to quality control. Identify in the plan an alternate to serve in the event of the CDQC System Manager’s absence. The requirements for the alternate are the same as the CQC System Manager. |
| C. CQC Personnel: In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist in the CQC System Manager for the following areas, as applicable: electrical, mechanical, civil, structural, environmental, architectural, materials technician submittals clerk, Commissioning Agent/LEED specialist, and low voltage systems. These individuals or specified technical companies are directly employed by the General Contractor and cannot be employed by a supplier or subcontractor on this project; be responsible to the CQC System Manager; be physically present at the construction site during work on the specialized personnel’s areas of responsibility; have the necessary education or experience in accordance with the Experience Matrix listed herein. These individuals can perform other duties but need to be allowed sufficient time to perform the specialized personnel’s assigned quality controls duties as described in the CQC Plan. A single person can cover more than one area provided that the single person is qualified to perform QC activities in each designated and that workload allows. |
| EXPERIENCE MATRIX |
| D. Additional Requirements: In addition to the above experience and education requirements, the CQC System Manager and Alternate CQC System Manager are required to have completed the Construction Quality Management (CQM) for Construction course. If the CQC System Manager does not have a current specification, obtain the CQM for Contractors course identification within 90 days of award. This course is periodically offered by the Naval Facilities Engineering Command and the Army Corps of Engineers. Contact the Contracting Officer’s Representative for information on the next scheduled class. |
| E. Organizational Changes: Maintain the CQC staff at full strength at all times. When it is necessary to make changes to the CQC staff, revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer’s Representative for acceptance. |
| 3.5 SUBMITTALS AND DELIVERABLES: Submittals have to comply with the requirements in SECTION 01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. The CQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements. When Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS is included in the contract, the submittals required by the section have to be coordinated with the SECTION 01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES to ensure adequate time is allowed for each type of submittal required. |
| 3.6 CONTROL: |
| A. CQC is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control are required to be conducted by the CQC System Manager for each definable feature of the construction work as follows: |
| B. Initial Phase: This phase is accomplished at the beginning of a definable feature of work. Accomplish the following: |
| C. Follow-Up Phase: Perform daily checks to assure control activities, |
| including control testing, are providing continued compliance with contract requirements until the completion of the particular feature of work. Record the checks in the CQC documentation. Conduct final Follow-Up checks and correct all deficiencies prior to the start of additional features of work which may be affected by the deficient work. Do not build upon nor conceal non-conforming work. Coordinate scheduled work with Special Inspections required by Section 01 45 35 Special Inspections, the Statement of Special Inspections, and the Schedule of Special Inspections |
| D. Additional Preparatory and Initial Phases on the same definable features of work if: the quality ongoing work is unacceptable; if there are changes in the applicable CQC staff, onsite production supervision or work crew; if work on a definable feature is resumed after a substantial period of inactivity, or if other problems develop. |
| 3.7 TESTS |
| A. Testing Procedure: Perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements. Upon request, furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and acceptance test when specified. Procure the services of a Department of Veteran Affairs approved testing laboratory or establish an approved testing laboratory at the project site. Perform the following activities and record and provide the following data: |
| B. Testing Laboratories: All testing laboratories must be validated through the procedures contained in Specification section 01 45 29 Testing Laboratory Services. |
| C. Onsite Laboratory: The Government reserves the right to utilize the Contractor’s control testing laboratory and equipment to make assurance tests, and to check the Contractor’s testing procedures, techniques, and test results at no additional cost to the Government. |
| 3.8 COMPLETION INSPECTION |
| A. Punch-Out Inspection: Conduct an inspection of the work by the CQC system Manager near the end of the work, or any increment of the work established by the specifications. Prepare and include in the CQC documentation a punch list of items which do not conform to the approved drawings and specifications. Include within the list of deficiencies the estimated date by which the deficiencies will be corrected. Make a second inspection the CQC System Manager or staff to ascertain that all deficiencies have been corrected. Once this is accomplished, notify the Government that the facility is ready for the Government Pre-Final Inspection. |
| B. Pre-Final Inspection: The Government will perform the Pre-Final Inspection to verify that the facility is complete and ready to be occupied. A Government Pre-Final Punch List may be developed as a result of this inspection. Ensure that all items on this list have been corrected before notifying the Government, so that a Final Acceptance Inspection with the customer can be scheduled. Correct any items noted on the Pre-Final Inspection in a timely manner. These inspections and any deficiency corrections required by this paragraph need to be accomplished within the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate construction completion dates. |
| C. Final Acceptance Inspection: The Contractor’s QC Inspection personnel, plus the superintendent or other primary management person, and the Contracting Officer’s Representative is required to be in attendance at the Final Acceptance Inspection. Additional Government personnel can also be in attendance. The Final Acceptance Inspection will be formally scheduled by the Contracting Officer’s Representative based upon results of the Pre-Final Inspection. Notify the Contracting Officer’s Representative through the Contracting office at least 14 days prior to the Final Acceptance Inspection and include the Contractor’s assurance that all specific items previously identified to the Contractor as being unacceptable, along with all remaining work performed under the contract, will be complete and acceptable by the date schedule for the Final Acceptance Inspection. Failure of the Contractor to have all contract work acceptably complete for this inspection will be cause for the Contracting Officer’s Representative to bill the Contractor for the Government’s additional inspection cost in accordance with FAR Clause 52.246-12 titled “Inspection of Construction”. |
| 3.9 DOCUMENTATION |
| A. Quality Control Activities: Maintain current records providing factual evidence that required QC activities and tests have been performed. Include in these records the work of subcontractors and suppliers on an acceptable form that includes, as a minimum, the following information: |
| B. Verification Statement: Indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; and any delays encountered. Cover both conforming and deficient features and include a statement that equipment and materials incorporated in the work and workmanship comply with the Contract. Furnish the original and one copy of these records in report form to the Government daily with 1 week after the date covered by the report, except that reports need not be submitted for days on which no work is performed. As a minimum, prepare and submit on report for every 7 days of no work and on the last day of a no work period. All calendar days need to be accounted for throughout the life of the contract. The first report following a day of no work will be for that day only. Reports need to be signed and dated by the CQC System Manager. Include copies of test reports and copies of reports prepared by all subordinate QC personnel within the CQC System Manager Report. |
| 3.10 SAMPLE FORMS |
| A. Templates of various quality control reports can be found on the Whole Building Design Guide website at https://www.wbdg.org/FFC/NAVGRAPH/quality_control_reports.pdf |
| 3.11 NOTIFICATION OF NONCOMPLIANCE: |
| A. The Contracting Officer’s Representative will notify the Contractor of any detected noncompliance with the foregoing requirements. The Contractor should take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the work site will be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer’s Representative can issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders will be made the subject of claim for extension of time or for excess costs or damages by the Contractor. |
| 01 45 35 SPECIAL INSPECTIONS |
| PART 1 - GENERAL |
| 1.1 DESCRIPTION |
| A. This guide specification will be applicable to both new buildings and existing building rehabilitations/renovations. In addition to the Special Inspection and testing specified requirements, a registered design professional must perform structural observations during construction. All observed deficiencies will be immediately reported to the Contracting Officer’s Representative. The registered design professional performing these observations will be a representative of the Designer of Record (DOR) for the building being constructed. |
| B. Structural observations are required for the following project conditions per IBC Chapter 17: |
| 1.2 APPLICABLE PUBLICATIONS |
| A. The publication listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. |
| B. American Society of Civil Engineers (ASCE) |
| C. International Code Council (ICC) |
| 1.3 GENERAL REQUIREMENTS |
| A. Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections and Chapter 17 of ICC IBC. The Statement of Special Inspections and Schedule of Special Inspections are included as an attachment to this specification. Special Inspections are to be performed by an independent third party and are intended to ensure that the work of the prime contractor is in accordance with the Contract Documents and applicable building codes. Special inspections do not take the place of the three phases of control inspections performed by the Contractor's QC Manager or any testing and inspections required by other sections of the specifications. |
| B. Structural observations will be performed by the Government. The contractor must provide notification to the Contracting Officer’s Representative 14 days prior to the following points of construction that structural observations need to occur: |
| 1.4 DEFINITIONS |
| A. Continuous Special Inspections – The constant monitoring of specific tasks by a special inspector. These inspections must be carried out continuously over the duration of the particular tasks. |
| B. Periodic Special Inspections – Special Inspections by the special inspector who is intermittently present where the work to be inspected has been or is being performed. Specific time interval on a specific Special Inspection should be indicated on the Schedule of Special Inspections. |
| C. Perform – Perform these Special Inspections tasks for each welded joint or member. |
| D. Observe – Observe these Special Inspections items on a random daily basis. Operations need not be delayed pending these inspections. |
| E. Special Inspector (SI) – A qualified person retained by the contractor and approved by the Contracting Officer’s Representative as having the competence necessary to inspect a particular type of construction requiring Special Inspections. The SI must be an independent third party hired directly by the Prime Contractor. |
| F. Associate Special Inspector (ASI) – A qualified person who assists the SI in performing Special Inspections but must perform inspection under the direct supervision of the SI and cannot perform inspections without the SI on site. |
| G. Third Party – A third party inspector must not be company employee of the Contractor or any Sub-Contractor performing the work to be inspected. |
| H. Special Inspector of Record (SIOR) – SIOR must be an independent third party hired directly by the Prime Contractor and is required for the following project conditions: |
| I. Contracting Officer – The Government official having overall authority for administrative contracting actions. Certain contracting actions may be delegated to the Contracting Officer's Representative (COR). |
| J. Contractor’s Quality Control (QC) Manager – An individual retained by the prime contractor and qualified in accordance with the Section 01 45 00 Part 10 QUALITY CONTROL having the overall responsibility for the contractor's QC organization. |
| K. Designer of Record (DOR) – A registered design professional is contracted by the Government as an A/E responsible for the overall design and review of submittal documents prepared by others. The DOR is registered or licensed to practice their respective design profession as defined by the statutory requirements of the professional registration laws in state in which the design professional works. The DOR is also referred to as the Engineer of Record (EOR) in design code documents. |
| L. Statement of Special Inspections (SSI) – A document developed by the DOR identifying the material, systems, components and work required to have Special Inspections and covering the following: |
| PART 2 - PRODUCTS |
| 2.1 FABRICATORS SPECIAL INSPECTION |
| A. Special Inspections of fabricator's work performed in the fabricator's shop is required to be inspected in accordance with the Statement of Special Inspections and the Schedule of Special Inspections unless the fabricator is certified by the approved agency to perform such work without Special Inspections. Submit the applicable certification(s) from the following list to the Contracting Officer’s Representative for information to allow work performed in the fabricator's shop to not be subjected to Special Inspections. |
| B. The following certifications meet the requirements for fabricator approval in accordance with paragraph 1704.2.5.2 of IBC: |
| C. At the completion of fabrication, submit a certificate of compliance, to be included with the comprehensive final report of Special Inspections, stating that the materials supplied and work performed by the fabricator are in accordance the construction documents. |
| PART 3 - EXECUTION |
| 3.1 RESPONSIBILIES MATRIX |
| 3.2 DEFECTIVE WORK |
| A. Check work as it progresses, but failure to detect any defective work or materials must in no way prevent later rejection if defective work or materials are discovered, nor obligate the Government to accept such work. |
| 01 74 19 CONSTRUCTION WASTE MANAGEMENT |
| PART 1 – GENERAL |
| 1.1 DESCRIPTION |
| 1.2 RELATED WORK |
| 1.3 QUALITY ASSURANCE |
| 1.4 TERMINOLOGY |
| 1.5 SUBMITTALS |
| 1.6 APPLICABLE PUBLICATIONS |
| 1.7 RECORDS |
| 2.1 MATERIALS |
| PART 3 � EXECUTION |
| 3.1 COLLECTION |
| 3.2 DISPOSAL |
| 3.3 REPORT |
| 01 81 13 SUSTAINABLE CONSTRUCTION REQUIREMENTS |
| SECTION 01 81 13 |
| SUSTAINABLE CONSTRUCTION REQUIREMENTS |
| PART 1 - GENERAL |
| 1.1 DESCRIPTION |
| 1.2 RELATED WORK |
| 1.3 DEFINITIONS |
| 1.4 reference standards |
| 1.5 SUBMITTALS |
| 1.6 QUALITY ASSURANCE |
| 1.7 APPLICABLE PUBLICATIONS |
| A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in text by basic designation only. Comply with applicable provisions and recommendations of the following, except as otherwise shown or specified. |
| B. Green Seal Standard GS-11, Paints, 1st Edition, May 20, 1993. |
| C. Green Seal Standard GC-03, Anti-Corrosive Paints, 2nd Edition, January 7, 1997. |
| D. Green Seal Standard GC-36, Commercial Adhesives, October 19, 2000. |
| E. South Coast Air Quality Management District (SCAQMD) Rule 1113, Architectural Coatings, rules in effect on January 1, 2004. |
| F. South Coast Air Quality Management District (SCAQMD) Rule 1168, July 1, 2005 and rule amendment date of January 7, 2005. |
| G. Sheet Metal and Air Conditioning National Contractors’ Association (SMACNA) IAQ Guidelines for Occupied Buildings under Construction, 2nd Edition (ANSI/SMACNA 008-2008), Chapter 3. |
| H. California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, Emission Testing method for California Specification 01350 (CDPH Standard Method V1.1-2010). |
| I. Federal Trade Commission Guides for the Use of Environmental Marketing Claims (16 CFR Part 260). |
| J. ASHRAE Standard 52.2-2007. |
| PART 2 – PRODUCTS |
| 2.1 PERFORMANCE CRITERIA |
| A. Construction waste diversion from landfill disposal must comprise at least 50 percent of total construction waste, excluding land clearing debris and soil. Alternative daily cover (ADC) does not qualify as material diverted from disposal. |
| B. Low Pollutant-Emitting Materials: |
| PART 3 - EXECUTION |
| 3.1 FIELD QUALITY CONTROL |
| A. Construction Indoor Air Quality Management: |
| 02 41 00 DEMOLITION |
| PART 1 � GENERAL |
| 1.1 DESCRIPTION: |
| 1.2 RELATED WORK: |
| 1.3 PROTECTION: |
| 1.4 UTILITY SERVICES: |
| PART 2 - PRODUCTS (Not Used) |
| PART 3 – EXECUTION |
| 3.1 DEMOLITION: |
| 3.2 CLEAN�UP: |
| 02 82 11 TRADITIONAL ASBESTOS ABATEMENT |
| PART 1 - GENERAL |
| 1.1 SUMMARY OF THE WORK |
| 1.1.1 CONTRACT DOCUMENTS AND RELATED REQUIREMENTS |
| 1.1.2 EXTENT OF WORK |
| 1.1.3 RELATED WORK |
| 1.1.4 TASKS |
| 1.2 VARIATIONS IN QUANTITY |
| 1.3 STOP ASBESTOS REMOVAL |
| 1.4 DEFINITIONS |
| 1.4.1 GENERAL |
| 1.4.2 GLOSSARY |
| 1.4.3 REFERENCED STANDARDS ORGANIZATIONS |
| 1.5 APPLICABLE CODES AND REGULATIONS |
| 1.5.1 GENERAL APPLICABILITY OF CODES, REGULATIONS, AND STANDARDS |
| 1.5.2 Asbestos Abatement CONTRACTOR RESPONSIBILITY |
| 1.5.3 FEDERAL REQUIREMENTS |
| 1.5.4 STATE REQUIREMENTS |
| 1.5.5 LOCAL REQUIREMENTS |
| 1.5.6 STANDARDS |
| 1.5.7 EPA GUIDANCE DOCUMENTS |
| 1.5.9 PERMITS/LICENSES |
| 1.5.10 POSTING AND FILING OF REGULATIONS |
| 1.5.11 VA RESPONSIBILITIES |
| 1.5.12 EMERGENCY ACTION PLAN AND ARRANGEMENTS |
| 1.5.13 PRE-CONSTRUCTION MEETING |
| 1.6.1 PERSONNEL |
| 1.7 RESPIRATORY PROTECTION |
| 1.7.1 GENERAL - RESPIRATORY PROTECTION PROGRAM |
| 1.7.2 RESPIRATORY PROTECTION PROGRAM COORDINATOR |
| 1.7.3 SELECTION AND USE OF RESPIRATORS |
| 1.7.4 MINIMUM RESPIRATORY PROTECTION |
| 1.7.5 MEDICAL WRITTEN OPINION |
| 1.7.6 RESPIRATOR FIT TEST |
| 1.7.7 RESPIRATOR FIT CHECK |
| 1.7.8 MAINTENANCE AND CARE OF RESPIRATORS |
| 1.7.9 SUPPLIED AIR SYSTEMS |
| 1.8 WORKER PROTECTION |
| 1.8.1 TRAINING OF ABATEMENT PERSONNEL |
| 1.8.2 MEDICAL EXAMINATIONS |
| 1.8.3 REGULATED AREA ENTRY PROCEDURE |
| 1.8.4 DECONTAMINATION PROCEDURE |
| 1.8.5 REGULATED AREA REQUIREMENTS |
| 1.9 DECONTAMINATION FACILITIES |
| 1.9.1 DESCRIPTION |
| 1.9.2 GENERAL REQUIREMENTS |
| 1.9.3 TEMPORARY FACILITIES TO THE PDF and W/EDF |
| 1.9.4 PERSONNEL DECONTAMINATION FACILITY (PDF) |
| 1.9.5 WASTE/EQUIPMENT DECONTAMINATION FACILITY (W/EDF) |
| 1.9.6 WASTE/EQUIPMENT DECONTAMINATION PROCEDURES |
| PART 2 - PRODUCTS, MATERIALS AND EQUIPMENT |
| 2.1 MATERIALS AND EQUIPMENT |
| 2.1.1 GENERAL REQUIREMENTS |
| 2.2 MONITORING, INSPECTION AND TESTING |
| 2.2.1 GENERAL |
| 2.2.2 SCOPE OF SERVICES OF THE VPIH/CIH CONSULTANT |
| 2.2.3 MONITORING, INSPECTION AND TESTING BY CONTRACTOR CPIH/CIH |
| 2.3 ASBESTOS hAZARD aBATEMENT pLAN |
| 2.4 SUBMITTALS |
| 2.4.1 PRE-START MEETING SUBMITTALS |
| 2.4.2 SUBMITTALS DURING ABATEMENT |
| 2.4.3 SUBMITTALS AT COMPLETION OF ABATEMENT |
| 2.5 ENCAPSULANTS |
| 2.5.2 PERFORMANCE REQUIREMENTS |
| 2.5.3 CERTIFICATES OF COMPLIANCE |
| PART 3 - EXECUTION |
| 3.1 REGULATED AREA PREPARATIONS |
| 3.1.1 Site security |
| 3.1.2. SIGNAGE and power management |
| 3.1.3 NEGATIVE PRESSURE FILTRATION SYSTEM |
| 3.1.4 CONTAINMENT BARRIERS AND COVERINGS IN THE REGULATED AREA |
| 3.1.5 Sanitary facilities |
| 3.1.6 PERSONAL PROTECTIVE EQUIPMENT |
| 3.1.7 Pre-cleaning |
| 3.1.8 PRE-ABATEMENT ACTIVITIES |
| 3.2 REMOVAL OF ACM |
| 3.2.1 WETTING acm |
| 3.2.2 SECONDARY BARRIER AND WALKWAYS |
| 3.2.3 WET REMOVAL OF ACM |
| 3.2.4 WET REMOVAL OF AMOSITE |
| 3.2.5 REMOVAL OF ACM/DIRT FLOORS AND OTHER SPECIAL PROCEDURES |
| 3.3 LOCKDOWN ENCAPSULATION |
| 3.3.1 GENERAL |
| 3.3.2 DELIVERY AND STORAGE |
| 3.3.3 WORKER PROTECTION |
| 3.3.4 ENCAPSULATION OF SCRATCH COAT PLASTER OR PIPING |
| 3.3.5 SEALING EXPOSED EDGES |
| 3.4 DISPOSAL OF ACM WASTE MATERIALS |
| 3.4.1 GENERAL |
| 3.4.2 PROCEDURES |
| 3.5 PROJECT DECONTAMINATION |
| 3.5.1 GENERAL |
| 3.5.2 REGULATED AREA CLEARANCE |
| 3.5.3 WORK DESCRIPTION |
| 3.5.4 PRE-DECONTAMINATION CONDITIONS |
| 3.5.5 FIRST CLEANING |
| 3.5.6 PRE-CLEARANCE INSPECTION AND TESTING |
| 3.5.7 LOCKDOWN ENCAPSULATION OF ABATED SURFACES |
| 3.6 FINAL VISUAL INSPECTION AND AIR CLEARANCE TESTING |
| 3.6.1 GENERAL |
| 3.6.2 FINAL VISUAL INSPECTION |
| 3.6.3 FINAL AIR CLEARANCE TESTING |
| 3.6.4 FINAL AIR CLEARANCE PROCEDURES |
| 3.6.5 CLEARANCE SAMPLING USING PCM – LESS THAN 260LF/160SF: |
| 3.6.6 CLEARANCE SAMPLING USING TEM – EQUAL TO OR MORE THAN 260LF/160SF: TEM |
| 3.6.7 LABORATORY TESTING OF PCM CLEARANCE SAMPLES |
| 3.6.8 LABORATORY TESTING OF TEM SAMPLES |
| 3.6.9 LABORATORY TESTING OF BULK SAMPLES |
| 3.7 ABATEMENT CLOSEOUT AND CERTIFICATE OF COMPLIANCE |
| 3.7.1 COMPLETION OF ABATEMENT WORK |
| 3.7.2 CERTIFICATE OF COMPLETION BY CONTRACTOR |
| 3.7.3 WORK SHIFTS |
| 3.7.4 RE-INSULATION |
| 02 82 13 19 ASBESTOS FLOOR TILE AND MASTIC ABATEMENET |
| PART 1 - GENERAL |
| 1.1 SUMMARY OF THE WORK |
| 1.1.1 CONTRACT DOCUMENTS AND RELATED REQUIREMENTS |
| 1.1.2 EXTENT OF WORK |
| 1.1.3 RELATED WORK |
| 1.1.4 TASKS |
| 1.1.5 ABATEMENT CONTRACTOR USE OF PREMISES |
| 1.2 VARIATIONS IN QUANTITY |
| 1.3 STOP ASBESTOS REMOVAL |
| 1.4 DEFINITIONS |
| 1.4.1 GENERAL |
| 1.4.2 GLOSSARY |
| 1.4.3 REFERENCED STANDARDS ORGANIZATIONS |
| 1.5 APPLICABLE CODES AND REGULATIONS |
| 1.5.1 GENERAL APPLICABILITY OF CODES, REGULATIONS, AND STANDARDS |
| 1.5.2 CONTRACTOR RESPONSIBILITY |
| 1.5.3 FEDERAL REQUIREMENTS |
| 1.5.4 STATE REQUIREMENTS |
| 1.5.5 LOCAL REQUIREMENTS |
| 1.5.6 STANDARDS |
| 1.5.7 EPA GUIDANCE DOCUMENTS |
| 1.5.8 NOTICES |
| 1.5.9 PERMITS/LICENSES |
| 1.5.10 POSTING AND FILING OF REGULATIONS |
| 1.5.11 VA RESPONSIBILITIES |
| 1.5.12 SITE SECURITY |
| 1.5.13 EMERGENCY ACTION PLAN AND ARRANGEMENTS |
| 1.5.14 PRE-construction MEETING |
| 1.6 PROJECT COORDINATION |
| 1.6.1 PERSONNEL |
| 1.7 RESPIRATORY PROTECTION |
| 1.7.1 GENERAL - RESPIRATORY PROTECTION PROGRAM |
| 1.7.2 RESPIRATORY PROTECTION PROGRAM COORDINATOR |
| 1.7.4 MINIMUM RESPIRATORY PROTECTION |
| 1.7.5 MEDICAL WRITTEN OPINION |
| 1.7.6 RESPIRATOR FIT TEST |
| 1.7.7 RESPIRATOR FIT CHECK |
| 1.7.8 MAINTENANCE AND CARE OF RESPIRATORS |
| A. The Respiratory Protection Program Coordinator shall submit evidence and documentation showing compliance with 29 CFR 1910.134 (h) Maintenance and Care of Respirators. |
| 1.7.9 SUPPLIED AIR SYSTEMS |
| 1.8 WORKER PROTECTION |
| 1.8.1 TRAINING OF ABATEMENT PERSONNEL |
| 1.8.2 MEDICAL EXAMINATIONS |
| 1.8.3 PERSONAL PROTECTIVE EQUIPMENT |
| 1.8.4 REGULATED AREA ENTRY PROCEDURE |
| 1.8.5 DECONTAMINATION PROCEDURE |
| 1.8.6 REGULATED AREA REQUIREMENTS |
| 1.9 DECONTAMINATION FACILITIES: |
| 1.9.1 DESCRIPTION: |
| 1.9.2 GENERAL REQUIREMENTS |
| 1.9.3 TEMPORARY FACILITIES TO THE PDF AND W/EDF |
| 1.9.4 PERSONNEL DECONTAMINATION FACILITY (PDF) |
| 1.9.5 WASTE/EQUIPMENT DECONTAMINATION FACILITY (W/EDF) |
| 1.9.6 WASTE/EQUIPMENT DECONTAMINATION PROCEDURES: |
| PART 2 - PRODUCTS, MATERIALS AND EQUIPMENT |
| 2.1 MATERIALS AND EQUIPMENT |
| 2.1.1 GENERAL REQUIREMENTS (all abatement projects) |
| 2.1.2 NEGATIVE PRESSURE FILTRATION SYSTEM |
| 2.1.3 DESIGN AND LAYOUT |
| 2.1.4 NEGATIVE AIR MACHINES (HEPA UNITS) |
| 2.1.5 PRESSURE DIFFERENTIAL |
| 2.2 CONTAINMENT BARRIERS AND COVERINGS IN THE REGULATED AREA |
| 2.2.1 GENERAL |
| 2.2.3 CONTROLLING ACCESS TO THE REGULATED AREA |
| 2.2.4 CRITICAL BARRIERS |
| 2.2.5 secondary barriers: |
| 2.2.6 EXTENSION OF THE REGULATED AREA |
| 2.2.7 FIRESTOPPING |
| 2.3 MONITORING, INSPECTION AND TESTING |
| 2.3.1 GENERAL |
| 2.3.2 SCOPE OF SERVICES OF THE VPIH/CIH CONSULTANT |
| 2.3.3 MONITORING, INSPECTION AND TESTING BY CONTRACTOR CPIH/CIH |
| 2.4 asbestos hazard abatement plan |
| 2.5 SUBMITTALS |
| 2.5.1 PRE-start MEETING SUBMITTALS |
| 2.5.2 SUBMITTALS DURING ABATEMENT |
| 2.5.3 SUBMITTALS AT COMPLETION OF ABATEMENT |
| PART 3 - EXECUTION |
| 3.1 PRE-ABATEMENT ACTIVITIES |
| 3.1.1 PRE-ABATEMENT MEETING |
| 3.1.2 PRE-ABATEMENT INSPECTIONS AND PREPARATIONS |
| 3.2 REGULATED AREA PREPARATIONS |
| 3.2.1 OSHA DANGER SIGNS |
| 3.2.2 CONTROLLING ACCESS TO THE REGULATED AREA |
| 3.2.3 SHUT DOWN - LOCK OUT ELECTRICAL |
| 3.2.4 SHUT DOWN - LOCK OUT HVAC |
| 3.2.5 SANITARY FACILITIES |
| 3.2.6 WATER FOR ABATEMENT |
| 3.2.7 PREPARATION PRIOR TO SEALING OFF |
| 3.2.8 Critical Barriers |
| 3.2.9 FLOOR BARRIERS |
| 3.2.10 PRE-CLEANING MOVABLE OBJECTS |
| 3.2.11 PRE-CLEANING FIXED OBJECTS |
| 3.2.12 PRE-CLEANING SURFACES IN THE REGULATED AREA |
| 3.2.13 EXTENSION OF THE REGULATED AREA |
| 3.3 REMOVAL OF CLASS II FLOORING, ROOFING, AND TRANSITE MATERIALS: |
| 3.3.1 GENERAL |
| 3.3.2 REMOVAL OF flooring materials: |
| 3.3.3 REMOVAL OF MASTIC |
| 3.4 DISPOSAL OF CLASS ii WASTE MATERIAL: |
| 3.4.1 GENERAL |
| 3.5 PROJECT DECONTAMINATION |
| 3.5.1 GENERAL |
| 3.5.2 REGULATED AREA CLEARANCE |
| 3.5.3 WORK DESCRIPTION |
| 3.5.4 PRE-DECONTAMINATION CONDITIONS |
| 3.5.5 CLEANING: |
| 3.6 VISUAL INSPECTION AND AIR CLEARANCE TESTING |
| 3.6.1 GENERAL |
| 3.6.2 VISUAL INSPECTION |
| 3.6.3 AIR CLEARANCE TESTING |
| 3.6.4 final AIR CLEARANCE PROCEDURES |
| 3.7 ABATEMENT CLOSEOUT AND CERTIFICATE OF COMPLIANCE |
| 3.7.1 COMPLETION OF ABATEMENT WORK |
| 3.7.2 CERTIFICATE OF COMPLETION BY CONTRACTOR |
| 3.7.3 WORK SHIFTS |
| 03 30 00 CAST-IN-PLACE CONCRETE |
| PART 1 - GENERAL |
| 1.1 DESCRIPTION: |
| 1.2 RELATED WORK: |
| 1.3 TESTING AGENCY FOR CONCRETE MIX DESIGN: |
| 1.4 TOLERANCES: |
| 1.5 REGULATORY REQUIREMENTS: |
| 1.6 SUBMITTALS: |
| 1.7 DELIVERY, STORAGE, AND HANDLING: |
| 1.8 PRE-CONCRETE CONFERENCE: |
| 1.9 APPLICABLE PUBLICATIONS: |
| PART 2 – PRODUCTS: |
| 2.1 FORMS: |
| 2.2 MATERIALS: |
| 2.3 CONCRETE MIXES: |
| TABLE I - CEMENT AND WATER FACTORS FOR CONCRETE |
| TABLE II � MAXIMUM SLUMP, mm (INCHES)* |
| TABLE IV AIR CONTENT OF LIGHTWEIGHT STRUCTURAL CONCRETE |
| 2.4 BATCHING AND MIXING: |
| PART 3 – EXECUTION |
| 3.1 FORMWORK: |
| 3.2 PLACING REINFORCEMENT: |
| 3.3 VAPOR BARRIER: |
| 3.5 CONSTRUCTION JOINTS: |
| 3.6 EXPANSION JOINTS AND CONTRACTION JOINTS: |
| 3.8 HOT WEATHER: |
| 3.9 COLD WEATHER: |
| 3.10 PROTECTION AND CURING: |
| 3.11 REMOVAL OF FORMS: |
| 3.12 CONCRETE SURFACE PREPARATION: |
| 3.13 CONCRETE FINISHES: |
| 3.14 SURFACE TREATMENTS: |
| 3.15 APPLIED TOPPING: |
| 3.16 RESURFACING FLOORS: |
| 3.17 RETAINING WALLS: |
| 3.18 PRECAST CONCRETE ITEMS: |
| 04 20 00 UNIT MASONRY |
| PART 1 - GENERAL |
| 1.1 SUMMARY |
| A. Section Includes: Concrete masonry unit (CMU) assemblies for: |
| 1.2 RELATED REQUIREMENTS |
| A. Sealants and Sealant Installation: Section 07 92 00, JOINT SEALANTS. |
| B. Color and Texture of Masonry Units: See Schedules on Drawings. |
| 1.3 APPLICABLE PUBLICATIONS |
| A. Comply with references to extent specified in this section. |
| B. American Concrete Institute (ACI): |
| C. ASTM International (ASTM): |
| D. American Welding Society (AWS): |
| E. Brick Industry Association (BIA): |
| F. Federal Specifications (Fed. Spec.): |
| 1.4 SUBMITTALS |
| A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. |
| B. Submittal Drawings: |
| C. Manufacturer's Literature and Data: |
| D. Samples: |
| E. Sustainable Construction Submittals: |
| F. Test reports: Certify products comply with specifications. |
| G. Certificates: Certify products comply with specifications. |
| H. Delegated Design Drawings and Calculations: Signed and sealed by responsible design professional. |
| 1.5 QUALITY ASSURANCE |
| A. Welders and Welding Procedures Qualifications: AWS D1.4/D1.4M. |
| 1.6 DELIVERY |
| A. Deliver products in manufacturer's original sealed packaging. |
| B. Mark packaging, legibly. Indicate manufacturer's name or brand, type, color, production run number, and manufacture date. |
| C. Before installation, return or dispose of products within distorted, damaged, or opened packaging. |
| 1.7 STORAGE AND HANDLING |
| A. Store products above grade, protected from contamination. |
| B. Protect products from damage during handling and construction operations. |
| 1.8 FIELD CONDITIONS |
| A. Hot and Cold Weather Requirements: Comply with ACI 530.1/ASCE 6/TMS 602. |
| 1.9 WARRANTY |
| A. Construction Warranty: FAR clause 52.246�21, "Warranty of Construction." |
| PART 2 - PRODUCTS |
| 2.1 SYSTEM PERFORMANCE |
| A. Delegated Design: Prepare submittal documents including design calculations and drawings signed and sealed by registered design professional, licensed in state where work is located. |
| 2.2 PRODUCTS - GENERAL |
| A. Provide each product from one manufacturer and from one production run. |
| B. Sustainable Construction Requirements: |
| 2.3 UNIT MASONRY PRODUCTS |
| A. Brick: |
| B. Concrete Masonry Units (CMU): |
| C. Concrete Brick: ASTM C55. |
| 2.4 ANCHORS, TIES, AND REINFORCEMENT |
| A. Steel Reinforcing Bars: ASTM A615/A615M; Grade 60, deformed bars. |
| B. Joint Reinforcement: |
| C. Adjustable Veneer Anchor for Framed Walls: |
| D. Dovetail Anchors: |
| E. Individual Ties: |
| F. Wall Ties, (Mesh or Wire): |
| G. Adjustable Steel Column Anchor: |
| H. Adjustable Steel Beam Anchor: |
| I. Ridge Wall Anchors: |
| 2.5 ACCESSORIES |
| A. Shear Keys: |
| B. Weeps: |
| C. Cavity Drain Material: Open mesh polyester sheets or strips to prevent mortar droppings from clogging the cavity. |
| D. Preformed Compressible Joint Filler: |
| E. Box Board: |
| F. Masonry Cleaner: |
| G. Fasteners: |
| H. Welding Materials: AWS D1.4/D1.4M, type to suit application. |
| PART 3 - EXECUTION |
| 3.1 INSTALLATION - GENERAL |
| A. Install products according to manufacturer's instructions and approved submittal drawings. |
| B. Keep finish work free from mortar smears or spatters and leave neat and clean. |
| C. Wall Openings: |
| D. Tooling Joints: |
| E. Partition Height: |
| F. Lintels: |
| G. Wall, Furring, and Partition Units: |
| H. Use minimum 100 mm (4 inches) nominal thick masonry for fireproofing steel columns unless indicated otherwise. |
| I. Before connecting new masonry with previously laid masonry, remove loosened masonry or mortar, and clean and wet work in place as specified under wetting. |
| J. When new masonry partitions start on existing floors, machine cut existing floor finish material down to concrete surface. |
| K. Structural Steel Encased in Masonry: |
| L. Chases: |
| M. Wetting and Wetting Test: |
| N. Temporary Formwork: Provide formwork and shores as required for temporary support of reinforced masonry elements. |
| O. Construct formwork to conform to shape, line and dimensions indicated on drawings. Make sufficiently tight to prevent mortar, grout, or concrete leakage. Brace, tie and support formwork as required to maintain position and shape during construction and curing of reinforced masonry. |
| P. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other reasonable temporary construction loads. |
| Q. Minimum Curing Times Before Removing Shores and Forms: |
| 3.2 INSTALLATION - ANCHORAGE |
| A. Veneer to Framed Walls: |
| B. Veneer to Concrete Walls: |
| C. Masonry Facing to Backup and Cavity Wall Ties: |
| D. Anchorage of Abutting Masonry: |
| E. Masonry Furring: |
| F. Anchorage to Steel Beams or Columns: |
| 3.3 INSTALLATION - REINFORCEMENT |
| A. Joint Reinforcement: |
| B. Steel Reinforcing Bars: |
| 3.4 INSTALLATION - BRICK EXPANSION AND CMU CONTROL JOINTS |
| A. Provide brick expansion joint (EJ) and CMU control joints (CJ) where indicated on drawings. |
| B. Keep joint free of mortar and other debris. |
| C. Joints Occur in Masonry Walls: |
| D. Use standard notched concrete masonry units (sash blocks) made in full and half�length units where shear keys are used to create a continuous vertical joint. |
| E. Interrupt joint reinforcement at expansion and control joints. |
| F. Fill opening in exposed face of expansion and control joints with sealant as specified in Section 07 92 00, JOINT SEALANTS. |
| 3.5 INSTALLATION - BUILDING EXPANSION AND SEISMIC JOINTS |
| A. Keep expansion and seismic joints open and free of mortar. Remove mortar and other debris. |
| B. Install non�combustible, compressible type joint filler to fill space completely except where sealant is shown on joints in exposed finish work. |
| C. Fill opening in exposed face of expansion and seismic joints with sealant as specified in Section 07 92 00, JOINT SEALANTS. |
| 3.6 INSTALLATION - ISOLATION JOINT |
| A. Where full height walls and partitions lie parallel or perpendicular to and under structural beams and shelf angles, provide minimum 9 mm (3/8 inch) separation between walls and partitions and bottom of beams and shelf angles. |
| B. Insert continuous full width strip of non�combustible type compressible joint filler. |
| C. Fill opening in exposed face of isolation joints with sealant as specified in Section 07 92 00, JOINT SEALANTS. |
| 3.7 INSTALLATION - BRICKWORK |
| A. Lay clay brick according to BIA TN 11B. |
| B. Laying: |
| C. Joints: |
| D. Weep Holes: |
| E. Solid Exterior Walls: |
| F. Cavity Walls: |
| 3.8 INSTALLATION - CONCRETE MASONRY UNITS |
| A. Types and Uses: |
| B. Laying: |
| C. Waterproofing Parging: |
| 3.9 INSTALLATION - GLAZED STRUCTURAL FACING TILE |
| A. Lay facing tile in running bond unless indicated otherwise. Match existing adjacent bond and joints in alteration work. |
| B. Laying: |
| 3.10 POINTING |
| A. Fill joints with pointing mortar using rubber float trowel to apply mortar solidly into raked joints. |
| B. Wipe off excess mortar from joints of glazed masonry units with dry cloth. |
| C. Tool exposed joints to smooth concave joint. |
| D. At joints with existing work, match existing joint. |
| 3.11 GROUTING |
| A. Preparation: |
| B. Placing: |
| C. Puddling Method: |
| D. Low Lift Method: |
| E. High Lift Method: |
| 3.12 PLACING REINFORCEMENT |
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