23-002 Newport South Beach Annex DWG.pdf
PDF 428 KB Posted
- Solicitation number
- S-63500-00008145
- Issued by
- Klamath County, Oregon
About this file
This document is a set of engineering drawings and specifications for a roof insulation replacement project for the Newport South Beach Annex building located in Newport, Oregon. The scope of work includes the complete installation of insulation and vapor barrier in an existing steel building, with no roof metal removal required. The contractor will be responsible for providing labor, materials, and equipment necessary to complete the work shown on the drawings and specifications. Field measurements and verification of existing conditions are the responsibility of the contractor. The work will be confined to the rear yard adjacent to the existing building, and the contractor must restore any area used for storage or staging to its current or better condition.
The project is a state and local contract opportunity involving Lincoln County and the City of Newberg. The purpose of the Invitation to Bid (ITB) is to establish a contract for the installation of the roof insulation. The ITB does not provide details on pricing terms, set-asides, incumbents, funding requirements or sources, or other salient financial information.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Pre-Bid Attendee List.pdf | ||
| Newport Roof Insulation Replacements ITB .pdf | ||
| Bid tabulation~11.xlsx | XLSX spreadsheet | |
| ITB Newport South Beach Roof.pdf | ||
| Public Improvement general conditions~12.pdf | ||
| 23-002 Newport South Beach Annex Building Roof Insulation Replacement Specifications.pdf | ||
| Bid Tally sheet~16.doc | DOC document |
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Text version
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23-002
August 14, 2023
SCALE: 1" = 10'-0" ON 22" x 34"1
1 SITE PLAN
NEWPORT SOUTH BEACH ANNEX
ROOF INSULATION
3248 SE FERRY SLIP RD.
NEWPORT, OR 97366
80'
50'
25'
25' 5'
5'
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GENERAL REQUIREMENTS
SCOPE OF WORK:
THE SCOPE OF WORK INCLUDES COMPLETE INSTALLATION OF INSULATION AND
VAPOR BARRIER IN AN EXISTING STEEL BUILDING. THE INSTALLATION OF ALL
MATERIALS NEEDED FOR THE RETROFIT INSTALL, SHALL BE COMPLETELY
INSTALLED FROM THE UNDERSIDE OF THE STEEL BUILDING STRUCTURE. NO
ROOF METAL SHALL BE REMOVED. EXISTING ELECTRICAL FIXTURES AND
CONDUITS MAY NEED TO BE TEMPORARILY SUSPENDED AND/OR REMOVED AND
REPLACED FOR THE INSTALLATION OF THE NEW MATERIALS. THE WORK WILL
BE COMPLETED IN THE SHOP AND STORAGE AREAS OF THE BUILDING.
ALL PERMITS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS
AND SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AT
NO ADDITIONAL COST TO THE OWNER.
THE CONTRACTOR WILL BE REQUIRED TO PROVIDE LABOR, MATERIALS AND
EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS
AND SPECIFICATIONS.
FIELD MEASUREMENT AND COORDINATION:
FIELD MEASUREMENT AND THE VERIFICATION OF FIELD DIMENSIONS ARE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR MUST CHECK ALL
(ASSUMED) EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR
ACCURACY AND NOTIFY THE OWNER'S ENGINEER OF ANY DISCREPANCIES.
OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT
MISLABELING OF DETAILS OF WORK WHICH ARE NECESSARY TO CARRY OUT
THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE
CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITTED OR INADVERTENTLY MISLABELED DETAILS OF THE
WORK BUT THEY SHALL PERFORM AS IF FULLY AND CORRECTLY SET FORTH
AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
WORK AND STORAGE AREA:
ALL OPERATIONS AND STORAGE OF MATERIALS BY THE CONTRACTOR SHALL BE
CONFINED TO THE REAR YARD ADJACENT TO THE EXISTING BUILDING.
COORDINATE WITH SITE MANAGER IF ADDITIONAL SITE STORAGE AREA IS
NECESSARY. NOTE: ANY YARD AREA USED FOR STORAGE AND/OR STAGING
SHALL BE RESTORED BY THE CONTRACTOR TO CURRENT OR BETTER
CONDITION.
EXISTING MATERIALS AND CONSTRUCTION ARE NOTED ON THE DRAWINGS AS
EXISTING. ALL OTHER NOTATIONS INDICATE NEW MATERIALS. PRODUCTS AND
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS AND CONDITIONS OF THE PROJECT.
GENERAL STRUCTURAL NOTES:
THE STRUCTURAL NOTES DO NOT SUPERSEDE THE PROJECT SPECIFICATIONS.
CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IN EACH
SECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE
OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.
METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL
MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND
VISITORS DURING CONSTRUCTION.
OPENINGS, POCKETS ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS
UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER.
CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE
DESIGN LIVE LOAD PER SQUARE FOOT.
SCALE: 1 = 5'-0" ON 22" x 34"1
2 SECTION VIEW
FILL PURLIN CAVITY
WITH INSULATION
METAL ROOF
PAVED PARKING
12"
2"
12"
2"
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