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Krazan & Associates of WA, Inc. dba Krazan & Associates, Inc. 3/29/2024
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Krazan & Associates of WA, Inc. dba Krazan & Associates, Inc. 3/29/2024
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Last modified
3/29/2024 1:32:16 PM
Creation date
3/29/2024 1:31:47 PM
Metadata
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Contracts
Contractor's Name
Krazan & Associates of WA, Inc. dba Krazan & Associates, Inc.
Approval Date
3/29/2024
End Date
12/31/2025
Department
Facilities
Department Project Manager
Ruben Sanchez
Subject / Project Title
Public Works Tenant Improvements Project Construction Testing and Special Inspections
Tracking Number
0004273
Total Compensation
$49,642.00
Contract Type
Agreement
Contract Subtype
Professional Services (PSA)
Retention Period
6 Years Then Destroy
Imported from EPIC
No
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Exhibit A (Scope of Work) <br />For connection using high-strength tension control bolts, Krazan will inspect the surface <br />and bolt type for conformance to plans and specifications prior to the start of bolting and <br />will performed visual inspection on 100% of the high-strength bolts for properly installed <br />tension. <br />FIRESTOP INSPECTION - Krazan will perform periodic inspections for fire resistive <br />joint systems, perimeter fire barrier systems, through-penetrations, and membrane <br />penetration firestops as per Section 1705.16 of the 2012 ICC. Penetration of firestops <br />will be performed as per ASTM E2174 at a minimum schedule of at the start of <br />installation, a minimum of 10% of the time during installation, or post-installation. For <br />each type of firestop system post-installation will include a destructive test for a <br />minimum of 2%, but not less than one per type per floor, or 10,000 square feet. <br />Inspection of fire-resistive joint systems will be performed as per ASTM E2393. The <br />inspector will, at a minimum, review program submittal data prior to installation, inspect <br />a minimum of 5% of lineal feet for each type of material, or perform post-installation <br />destructive tests at a frequency of one sample pe r type of joint system per 500 lineal <br />feet. The number of visits estimated is considered the minimum required, however, the <br />engineer of record or the firestop contractor may require more inspection than quoted. <br />COLD FORMED STEEL INSPECTION -The on-site inspector will monitor erection of <br />structural support elements and verify adherence to the approved project drawings and <br />specifications. Light-gauge framing installation will include the inspection of all framing <br />members, bolts, hold-downs, plate and sill members. Periodic inspections will be <br />performed on an "on-call basis" when framing is ready for installation. Fasteners will be <br />examined to verify proper type, size, and installation. Complete and accurate records <br />will be maintained by on-site personnel and submitted to the structural engineer for <br />evaluation. <br />REPORT PREPARATION - Krazan will process both field and laboratory data. A copy <br />of each report will be e-mailed on a weekly basis, as a minimum. As required by the <br />ICC, reports will be distributed to the client, the project architect or engineer and to the <br />building official or as directed by the client. Our inspectors will provide immediate verbal <br />notification of field tests and inspection results to your designated on-site representative <br />and the contractor. The inspector will prepare a written report after each inspection prior <br />to leaving the site. Final reports of field inspections and laboratory analysis will be <br />reviewed by the Krazan project manager before subsequent submittal to the project <br />team members. <br />PROJECT MANAGEMENT - The project manager assigned to this project will track <br />inspection data and costs and provide the project design team with status reports when <br />requested. The project manager will oversee and direct all phases of inspections and <br />supervise and direct all Krazan personnel associated with this project.
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