Attach C D11432 Stamped Approved.pdf

PDF 24 MB Posted

Attached to
ITB Glenada Ridge and Yaquina Head - Comm Site Builds
Solicitation number
S-73000-00007266
Issued by
Klamath County, Oregon

About this file

The document "Attach C D11432 Stamped Approved.pdf" appears to be a set of technical drawings and specifications for a state and local contract opportunity issued by the Oregon Department of Transportation (ODOT). The contract opportunity, titled "ITB Glenada Ridge and Yaquina Head - Comm Site Builds", seeks to establish a single contract for the installation of a new communication shelter and tower infrastructure at the Glenada Ridge location, as well as the replacement of an existing shelter with a new prefabricated shelter at the Yaquina Head location. The project is located within Lane County, Oregon.

The document provides detailed technical requirements and specifications for the construction and installation of the communication infrastructure at these two sites. It does not appear to include information on pricing, set-asides, incumbents, funding sources, or other salient commercial terms. The summary focuses on the key technical details and project scope outlined in the document.

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Text version

Prefab Review Doc APR 2021

Building Codes Division 1535 Edgewater Street NW

P.O. Box 14470 Salem, OR 97309-0404

503-378-4133 Fax: 503-378-2322 oregon.gov/bcd

Kate Brown, Governor

NOTICE OF PLAN REVIEW

OR Plan number: 21-6600D Date received: 5/14/2021

Date reviewed: 6/1/2021 Manufacturer #: 115 Expiration date: 6/1/2022

Manufacturer: FIBREBOND CORPORATION First user: UNKNOWN

Design Professional: FRANK JEFFREY RALEY Destination: UNKNOWN Description: EQUIPMENT SHELTER D11432

DESIGN CRITERIA:

Occupancy: U Type of construction: VB Floor area: 230 Number of stories: 1

Floor live load: 150 Roof live load: 105 Wind: 150V Exposure: C

Seismic zone: D Risk category: III Occupant load: 1 Sprinklers: N/A

Plumbing: N/A Alarm(s): N/A NLEA: YES Essential Facility (ORS 455.447): N/A

THESE PLANS ARE APPROVED AND SUBJECT TO THE ITEMS NOTED BELOW.

These plans have been reviewed for conformity with applicable provisions of the 2019 Oregon Structural Specialty Code (OSSC) including the energy provisions in Chapter 13, 2019 Oregon Mechanical Specialty Code (OMSC), 2021 Oregon Plumbing Specialty Code (OPSC), 2021 Oregon Electrical Specialty Code (OESC), and other related rules and regulations, as applicable.

Items noted in this review document must be incorporated into the project to meet minimum requirements.

Approval of these plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of any state or federal law, rule, code or regulation or any local ordinance. Please contact this office for any requirements you question or do not understand.

Deviations from the submitted and hereby conditionally approved plans during construction, exclusive of those necessary to comply with requirements as listed herein, are prohibited without the written authorization of this office.

Reviewed By: Randy Rudy Date Approved: 6/1/2021

This plan review covers:

Where plans reference IBC, or similar reports in lieu of specifics, two (2) copies of those reports shall be submitted with the plans for approval and be provided to the field inspector upon request. Inspection will not be completed

Attachment C

PFplan review doc_040121.docx 2020 and a re-inspection required if current copies of the referenced documents are not available to the inspector as requested.

This plan review does not cover the design of the foundation, marriage of multiple component structures, connecting the building to its foundation, or exterior stairs and ramps.

Care shall be exercised by the authority having site jurisdiction that the requirements of OSSC Table 602 and the appropriate portions of OSSC Sections 705.3, 705.5, 705.6, 705.8, 705.8.5, 705.8.6, and 705.11 are considered in setting the structure on the property.

No modification to this structure shall be commenced without the approval of the design engineer, the local building official and the Prefabricated Structures Section of the Building Codes Division. Electrical and Plumbing alterations, Occupancy change of use requires separate permits and inspections.

Foundation systems, marriage connections of multiple component units, site work done outside of the confines of the structure (plumbing, electrical, gas piping, sprinkler underground installations including connections to the building, porches, stairs, patio covers etc. and utility connections) are the responsibility of the local building department having site jurisdiction. See OAR 918-674-0015(5). Notification to Local Enforcement Agencies, (NLEA) are for incomplete structures only. OAR 918-674-0055(7).

Design Master Plans are valid for 12 MONTHS following the date of approval subject to the following: During a code change year, the plans may expire prior to the plan expiration date indicated if a new code document is adopted by Oregon or other affected State(s). In such case, complete resubmittal including an application and updated plans may be required. OAR 918-674-0085

Authority. Any prefabricated structure approved by the Division or a certified third-party agency and bearing an Oregon insignia of compliance shall be considered in compliance with all appropriate construction laws, codes and regulations within the State of Oregon and shall be acceptable to the local authority having jurisdiction in all Oregon municipalities. OAR 918-674-0015(2)

No local authority having jurisdiction shall cause closed construction to be open for inspection on a prefabricated structure or component bearing an Oregon insignia of compliance. OAR 918-674-0015(3)

REFER TO APPROVED PLANS FOR NOTES PERTINENT TO THIS PARTICULAR PROJECT.

INSPECTIONS REQUIRED: COVER: __QC_ FINAL: X_ ON SITE : __X_

OTHER: Prior to shipping a structure that requires further inspections it is the responsibility of the manufacturer to notify the Division and the local jurisdiction (when required) when the unit ships and where the structure will be placed. (OAR 918-674-0055(1)(d)(e))

Inspection requests for the Division shall be at least 48 hours in advance. Inspection request forms are

Completed inspection request forms must be emailed to: prefab.inpsections@oregon.gov For questions regarding Division inspections call 503-378-2706.

Local jurisdiction contact information may be obtained at the following web site;

https://www.oregon.gov/bcd/lbdd/pages/index.aspx

The plans are approved subject to the items noted above and the approval of the authority having jurisdiction including but not limited to DEQ, Planning and Zoning.

NOTE: The following list of items are standard plan review comments made in an effort to be of assistance to the manufacturer. The items listed below are not meant to imply that these plans do not comply with code requirements. The field inspector will verify code compliance during the inspection at the manufacturer's facility.

1. Structural steel welding inspection and welder qualification for structural steel shall be in accordance with

AWS D1.1 and Table 1704.3. Section: 1704.3.1

2. When welding reinforcement steel bars, shall be ASTM A706, or provide its chemical composition and carbon equivalent calculation verifying its weld-ability established by qualification in accordance with 6.2.

Section: OSSC 102.4, Chapter 34, AWS D1.4 - 1.3.2, 1.3.4.1

3. Coordinate with local building department having jurisdiction over the site for the sitting of the building.

This approval is only for the structure. The owner or the contractor is required to obtain a permit for the foundation.

4. All structures built from approved plans for installation in Oregon shall be constructed in strict accordance with the Design Criteria, methods, materials and the approved Oregon Compliance Control Procedures for in-plant manufacturing.

5. Electrical rooms with equipment rated 800 amps or more and over 6 feet wide that contain overcurrent devices, switching devices or control devices with exit or exit access doors shall be equipped with panic hardware or fire exit hardware. The doors shall swing in the direction of egress travel. Section 2014 OSSC 1008.1.10

6. Exit doors are required to be openable from the inside without the use of a key or any special knowledge or effort. Sec 1008.1.8 Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. Sec 1008.1.8.4

7. There shall be a floor or landing on each side of a door. When access for persons with disabilities is required by OSSC Chapter 11, the floor or landing shall not be more than 1/2 inch lower than the threshold of the doorway. REF: 2007 OSSC, Section 1008.1.4 and 1109.9.5.

8. The typical flame-spread of interior wall and ceiling finishes in a non-sprinklered building are to be a maximum of 200:

9. HVAC units shall be installed in accordance with the manufacturer's listed installation instructions. Provide instructions with unit when shipped. 07-OMSC 304.1.

10. All members shall be framed, anchored, tied and braced so as to develop the strength and rigidity necessary for the purpose for which they are used.

11. Plans, specifications, and other requested data shall be provided to the local building official for his inspection of the foundation system, utility connections, and the "marriage" of multiple component structures. Other site work performed on the unit itself (other than the above-mentioned) will require an incomplete systems agreement (NLEA). REF: OAR 918-674.

INSPECTION REQUIREMENTS

12. Concrete slab and under-floor inspections shall be made after in-slab or under-floor reinforcing steel and building service equipment, conduit, piping accessories and other ancillary equipment items are in place, but before any concrete is placed or floor sheathing installed, including the subfloor. Section: 110.3.2

13. In flood hazard areas, upon placement of the lowest floor, including the basement, and prior to further vertical construction, the elevation certification required in Section 1612.5 shall be submitted to the building official. Section: 110.3.3

14. Framing inspections shall be made after the roof deck or sheathing, all framing, fire-blocking and bracing are in place and pipes, chimneys and vents to be concealed are complete and the rough electrical, plumbing, heating wires, pipes and ducts are approved. Section 110.3.4

15. Lath and gypsum board inspections shall be made after lathing and gypsum board, interior and exterior, is in place, but before any plastering is applied or gypsum board joints and fasteners are taped and finished.

Exception: Gypsum board that is not part of a fire-resistance-rated assembly or a shear assembly. Section:

110.3.5

16. Protection of joints and penetrations in fire-resistance-rated assemblies, smoke barriers and smoke partitions shall not be concealed from view until inspected and approved. Section: 110.3.6

17. Inspections shall be made to determine compliance with Chapter 13 and shall include, but not be limited to, inspections for: envelope insulation R- and U-values, fenestration U-value, duct system R-value, and HVAC and water-heating equipment efficiency. Section: 110.3.7

18. Other Inspections. In addition to the inspections specified in Sections 110.3.1 through 110.3.8 the building official is authorized to make or require other inspections of any construction work to ascertain compliance with the provisions of this code and other laws that are enforced by the department of building safety. Section:

2019 OSSC 110.3.9

19. The final inspection shall be made after all work required by the building permit is completed. Section:

110.3.10

20. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the authority having jurisdiction when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspection of such work that are required by this code. Section 110.5

21. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. Section 110.6

22. Approved construction documents shall be kept at the construction site of work and shall be available to the building inspector upon all subsequent inspections. Section: 107.3.1

21-6600D

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