Addendum No One.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-109-26

FOR: Roof Replacement Eastern Kentucky Veterans Center Kentucky Department of Veterans Affairs Perry County, Kentucky

DATE: October 27, 2025

RFB-785-2600000183

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-109-26 For: Roof Replacement Eastern Kentucky Veterans Center Kentucky Department of Veterans Affairs Perry County, Kentucky

Kristi Sharp, Statewide Procurement Manager Division of Engineering and Contract Administration

PATRICK D. MURPHY CO., INC. ARCHITECTS

4606 Illinois Avenue • Louisville, Kentucky 40213-1923 • (502) 454-5632

Member - American Institute of Architects

ADDENDUM NO. 1 October 24, 2025

RE: Request for Bid No. RFB-109-26

Roof Replacements Eastern Kentucky Veterans Center Kentucky Department of Veterans Affairs

Perry County, Kentucky

From: Patrick D. Murphy Co., Inc. Architects

4606 Illinois Avenue Louisville, KY 40213

To: Prospective Bidders

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THE INVITATION TO BID.

Note: Acknowledgement of this Addendum shall be made on the “Bid Document”

CHANGES TO PROJECT MANUAL

1. N/A

CHANGES TO SPECIFICATIONS

1. Added specification 014110 for Structural Special Inspections.

CHANGES TO DRAWINGS

1. Sheet S100 - Added Structural Special Inspections chart for Fabricators and Steel.

GENERAL ITEMS

1. N/A

END OF ADDENDUM NO. 1

Brown & Kubican, PSC K.V.A. – Replace Roof Eastern 074-CBNJ-EK16-00 Kentucky Veterans Center

Hazard, Kentucky

STRUCTURAL SPECIAL INSPECTION 014110- 1

SECTION 014110 – STRUCTURAL SPECIAL INSPECTION & CONTRACTOR RESPONSIBILITY

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

B. General Conditions of the Construction Contract Inspection of Work / Defective or Incomplete Work / Special Inspections shall apply in its entirety to this project. Where any conflict exists between this Specification Section and the General Conditions, the General Conditions provisions shall supersede in all aspects.

1.2 SUMMARY

A. Special Inspections as defined in Section 1704 of The Kentucky Building Code are required.

B. The Risk Category, Seismic Design Category, and Basic Wind Speed for the structure are shown in the General Notes section of the structural drawings.

C. Special inspections per Kentucky Building Code Sections 1704 and 1705 are required for the following materials and work:

1. Inspection of Fabricators per Section 1704.2.5 of the Kentucky Building Code.

2. Steel Construction per Section 1705.2 of the Kentucky Building Code.

1.3 SCOPE

A. The scope of the construction work to be inspected / tested / observed is the structural work shown on the structural construction drawings (S- sheets).

B. All inspections and tests performed shall be documented by report including, but not limited to, inspections for reinforcing inspection, fabricators, etc.

1.4 DEFINITIONS

A. In accordance with the intent of the Building Code, inspection work specified to be “continuous” shall be inspected the full, uninterrupted time that the Contractor is performing said construction work. Work specified to be “periodic” may be inspected as convenient to the Inspector, except that all work must be inspected prior to being covered by other work, during the working hours of the Contractor, and in a fashion that does not delay the Contractor. Regardless as to whether inspections are performed in “continuous” or “periodic” fashion, 100% of the construction work shall be inspected, unless noted otherwise.

1.5 SELECTION AND PAYMENT

A. The Inspection Agency shall be retained by the Owner. Costs for reinspection and retesting, should discrepancies be found, will be paid for by the Owner, except where rework is due to negligence or omission deemed excessive by the Owner.

1. In case of excessive rework, such retesting and reinspection shall be paid for by the Owner as an additional service of the Inspection Agency, but will be backcharged by deductive change order to the Contractor’s contract.

Hazard, Kentucky

STRUCTURAL SPECIAL INSPECTION 014110- 2

2. In case of excessive waste/lost time of the Special Inspector due to inadequate scheduling by the General Contractor, such time shall be paid for by the Owner as an additional service of the Inspection Agency but will be backcharged by deductive change order to the Contractor’s contract.

B. Special Inspections are additional to testing and inspection requirements shown elsewhere in the specifications and on the drawings, which are to be paid for by the Contractor. The Contractor shall also pay for additional structural testing and inspection required for their convenience. Inspection work not part of the Structural Special Inspections may be performed by an Inspection Agency of the Contractor’s choosing, unless noted otherwise.

1.6 INFORMATIONAL SUBMITTALS

A. General: Furnish submittals in quantity, format, and other Conditions of the Contract and as specified in Division 1 of the Project Manual.

B. Fabricator certificate of current good standing with Qualified Certification Program.

C. Fabricators exempt from special inspection shall submit a Certificate of Compliance to the structural engineer of record at the completion of fabrication stating that all work was completed in accordance with the approved construction documents.

1.7 QUALITY ASSURANCE

A. Qualified Certification Authorities: Subject to compliance with Kentucky Building Code Requirements, Qualified Certification Authorities providing certification which may be applicable to Project include:

1. American Institute of Steel Construction (AISC).

2. American Society of Nondestructive Testing (ASNT).

3. American Welding Society (AWS).

PART 2 – EXECUTION

2.1 PROGRESS MEETINGS

A. The Special Inspector’s designated Project Manager is to attend any pre-construction meetings which may be conducted at the construction site by the Structural Engineer to discuss quality issues.

B. The Special Inspector’s designated Project Manager is to attend construction progress meetings which will be held at the construction site by the Architect, Engineer, and General Contractor.

2.2 CONTRACTOR’S RESPONSIBILITIES

A. Provide a complete copy of all structural shop drawings to the Structural Testing/Inspection Agency.

B. Coordinate with the Project Manager, Design Professional, and Using Agency to initiate a Pre-Installation Meeting, typically held at the construction site. Arrange and require relevant project managers and site foremen from the Subcontractors to attend the meeting to discuss quality issues.

Hazard, Kentucky

STRUCTURAL SPECIAL INSPECTION 014110- 3

C. Notify the Structural Testing/Inspection Agency sufficiently in advance of operations to allow assignment of personnel and scheduling of tests.

D. Cooperate with Structural Testing/Inspection Agency and provide access, including equipment with operator, to work. Access equipment includes, but is not limited to, man lifts, excavation equipment, etc.

E. Provide samples of materials to be tested in required quantities.

F. Provide labor to assist the Structural Testing/Inspection Agency in performing tests/inspections.

G. Construction and work for which Special Inspection is required shall remain accessible and exposed for special inspection purposes until the completion of the inspections and tests.

H. All parties who are to receive inspection and testing reports shall maintain an active email account to receive reports by.

I. General Contractor shall create and maintain a discrepancy log on site. Log shall list each discrepancy documented by the Special Inspector; state the date of discovery and Special Inspector’s report number; and provide room for the Special Inspector to sign and date when said discrepancy is corrected. No work containing a discrepancy shall be covered prior to having reinspection and approval by the Special Inspector.

J. Neither the observation of the Architect/Structural Engineer in the administration of the contract, nor tests/inspections by the Testing/Inspection Agency, nor approvals by any other person(s) shall relieve the Contractor from their obligation to perform the work in accordance with the Contract Documents.

2.3 SPECIAL INSPECTOR’S RESPONSIBILITIES

A. Cooperate with the Contractor and provide timely service.

B. Notify Contractor of minimum advance notice for each type of inspection/test.

C. Upon arriving at the construction site, sign in and notify the Contractor of presence.

D. Select the representative samples that are to be tested/inspected.

E. Perform tests/inspections as outlined in the Contract Documents, the applicable codes, and as directed by the Structural Engineer.

F. Keep records of all inspections.

G. Furnish inspection reports to the Architect, Structural Engineer, and General Contractor weekly as construction progresses.

1. Each report shall include photographs of the project status and the typical work inspected and documented in that subject report. These general photographs are in addition to the required photograph at discrepancies.

2. Format of report deliverables shall be Special Inspection Report (PDF), Project Photographs (JPG), and Related Supporting Documentation (PDF).

H. Inform General Contractor and / or Fabricator of all discrepancies immediately for correction.

Hazard, Kentucky

STRUCTURAL SPECIAL INSPECTION 014110- 4

1. Document in writing correction of discrepancies.

2. Highlight discrepancies within the report.

a. The report shall include a text description of each discrepancy. Description shall convey the discrepancy location on the project and the issue.

b. The report shall include a photograph of each discrepancy observed in the field and/or in the shop. Photograph shall be labeled to convey location on project and the issue shown. (Photographs of material strength tests for concrete and/or masonry are not required, unless otherwise instructed.)

c. The report shall document the date that each discrepancy was initially discovered.

d. Inspection-related discrepancies shall be reinspected by the Special Inspector along the course of the project and prior to concealment by other work.

Subsequent reports shall document the date that prior discrepancy was confirmed to be corrected.

3. If discrepancies are not corrected, the discrepancies shall be brought to the attention of the Code Official and the Structural Engineer prior to the completion of that phase of the work.

I. Leave copies of field notes with the Contractor prior to leaving the construction site. Field notes shall include the message given to the Contractor, date, time of message, name of Contractor's representative informed, type and location of work or materials tested/inspected, whether the work or materials complies with Contract Documents and name of the Structural Testing/Inspection Agency's representative.

J. Immediately notify General Contractor, Architect, and Structural Engineer by separate letter if work yet to be inspected is found on site that is either being covered by other work or was to receive continuous inspection.

K. Structural Testing/Inspection Agency shall not alter requirements of Contract Documents, approve or reject any portion of the work, or perform duties of the Contractor.

L. Submit a final report of inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in inspections to the Structural Engineer. Final report shall be prepared by, sealed, and signed by the Special Inspector and shall include a complete list of materials and work inspected during the course of the project. One copy of said report is to be provided to the Contractor for their records.

END OF SECTION 014110

STRUCTURAL ABBREVIATIONS

AHU AIR HANDLING UNIT

APA AMERICAN PLYWOOD ASSOCIATION

ARCH ARCHITECTURAL

B/ BOTTOM

B.L.E. BRICK LEDGE ELEVATION

BOT BOTTOM

BTWN BETWEEN

CANT CANTILEVER BEAM

C.F.S. COLD-FORMED STEEL

C.I.P. CAST-IN-PLACE

CJP COMPLETE JOINT PENETRATION

CLR CLEAR

C.L.T. CROSS-LAMINATED TIMBER

C.M.U. CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

D DEEP

DET DETAIL

D.G.A. DENSE GRADED AGGREGATE

DWGS DRAWINGS

EA EACH

EF EXHAUST FAN

E.F. EACH FACE

ELEV ELEVATION

EMBED MINIMUM EMBEDMENT DEPTH INTO SUBSTRATE

E.O.R. ENGINEER OF RECORD

E.O.S. EDGE OF SLAB

E.W. EACH WAY

EX EXISTING

EXP EXPANSION

F.F.E. FINISHED FLOOR ELEVATION

F.R.C. FIBER REINFORCED CONCRETE

F.R.P. FIBER REINFORCED POLYMER

F.R.T. FIRE RESISTANCE TREATED

F.S. FAR SIDE

FTG FOOTING

F.V. FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GLULAM GLUED-LAMINATED TIMBER

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

I.C.F. INSULATED CONCRETE FORM

LBS POUNDS

L.D.H. LONG DIMENSION HORIZONTAL

L.D.V. LONG DIMENSION VERTICAL

LVL LAMINATED VENEER LUMBER

MANUF MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

M.E.P. MECHANICAL/ELECTRICAL/PLUMBING

MIN MINIMUM

N.I.C. NOT IN CONTRACT

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.P.H. OPPOSITE HAND

P.A.F. POWDER ACTUATED FASTENER

P.E.M.B. PRE-ENGINEERED METAL BUILDING

PJP PARTIAL JOINT PENETRATION

PL PLATE

P.T. PRESERVATIVE-TREATED

R RADIUS

REINF REINFORCEMENT

RTU ROOF TOP UNIT (MECHANICAL)

S.C. SLIP CRITICAL

SIM SIMILAR

S.O.G. SLAB ON GRADE

SP COLUMN SPLICE

S.S. STAINLESS STEEL

STD STANDARD

T/ TOP

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

W WIDE

W/ WITH

W.W.F. WELDED WIRE FABRIC

Z.R.P. ZINC-RICH PRIMED

NOTE:

3D VIEWS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.

3D STRUCTURAL MODEL IS NOT GUARANTEED TO BE COMPLETE OR EXACT.

SEE ALL OTHER SHEETS FOR ACCURATE STRUCTURAL PLANS AND DETAILS.

NOTE:

ALL STEEL AND JOIST REINFORCEMENT FOR FRAME

SUPPORTS SHALL BE PART OF ALTERNATE #1.

ALUMINUM FRAME AND ITS COMPONENTS SHALL BE

PART OF ALTERNATE #2. REFER TO ARCH DWGS.

STRUCTURAL SPECIAL INSPECTIONS CHART

COMPONENT TEST OR SPECIAL INSPECTION

INSPECT THE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS WHERE SUCH WORK

IS BEING PERFORMED ON THE PREMISES OF THE FABRICATOR’S SHOP.

1. FABRICATORS SHALL BE EXEMPT FROM SPECIAL INSPECTION WHEN A QUALIFIED

CERTIFICATION AUTHORITY HAS PERIODICALLY REVIEWED AND APPROVED

FABRICATOR’S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND

FABRICATION PRACTICES. SUBJECT TO COMPLIANCE WITH KENTUCKY BUILDING

CODE REQUIREMENTS, QUALIFIED CERTIFICATION AUTHORITIES PROVIDING

CERTIFICATION WHICH MAY BE APPLICABLE TO PROJECT INCLUDE, BUT ARE NOT

LIMITED TO, THE FOLLOWING:

a. STRUCTURAL STEEL FABRICATORS – AISC CERTIFIED.

PERIODIC

VERIFY THAT THE FABRICATOR MAINTAINS AND REVIEW FOR COMPLETENESS

FABRICATOR’S DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES, WHICH

PROVIDE A BASIS FOR CONTROL OF THE WORKMANSHIP AND ABILITY TO CONFORM TO THE

APPROVED CONSTRUCTION DOCUMENTS AND REFERENCE STANDARDS. REVIEW THE

PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE

REQUIREMENTS FOR THE FABRICATOR’S SCOPE OF WORK.

PERIODIC

PERFORM SPECIAL INSPECTIONS AT FABRICATOR’S SHOP AS OUTLINED IN THIS CHART FOR

EACH TYPE OF CONSTRUCTION.

PROVIDE SPECIAL INSPECTION OF THE FABRICATION OF STEEL STRUCTURAL ELEMENTS

AND ASSEMBLIES IN ACCORDANCE WITH THE FABRICATORS SECTION IN THIS CHART.

VERIFY THAT CERTIFICATION NUMBERS ON BOLT, NUT, AND WASHER CONTAINERS

CORRESPOND TO THE IDENTIFICATION NUMBERS ON MILL TEST REPORTS AND THAT

MANUFACTURER’S SYMBOL AND GRADE MARKINGS APPEAR ON ALL BOLTS AND NUTS. ALSO

VERIFY THAT BOLTS, NUTS, AND WASHERS ARE BEING PROPERLY CARED FOR AT THE SITE.

PERIODIC

VERIFY THAT IDENTIFICATION MARKINGS ON STRUCTURAL STEEL AND ALUMINUM MEMBERS

CONFORM TO ASTM STANDARDS SPECIFIED ON THE APPROVED CONSTRUCTION

DOCUMENTS.

PERIODIC

VERIFY THAT IDENTIFICATION MARKINGS ON WELD FILLER MATERIALS CONFORM TO ASTM

STANDARDS SPECIFIED ON THE APPROVED CONSTRUCTION DOCUMENTS. ALSO VERIFY

THAT WELD FILLER MATERIAL IS BEING PROPERLY CARED FOR.

PERIODIC

INSPECT AND TEST WELDS DURING FABRICATION (WHERE APPLICABLE) AND ERECTION OF

STRUCTURAL STEEL, ALUMINUM, STEEL DECK, AND ANCHORS AS FOLLOWS:

1. CERTIFY WELDERS AND CONDUCT INSPECTIONS AND TESTS AS REQUIRED.

RECORD TYPES AND LOCATIONS OF DEFECTS FOUND IN WORK. RECORD WORK

REQUIRED AND PERFORMED TO CORRECT DEFICIENCIES.

a. CONFIRM THAT WELDING PROCEDURE SPECIFICATIONS ARE AVAILABLE.

b. CONFIRM THAT CONTRACTOR HAS INSTITUTED A WELDER IDENTIFICATION

SYSTEM.

2. INSPECT WELD PROCEDURES AND WELDERS ACCORDING TO THE

REQUIREMENTS OF AWS D1.1 AND AISC 360.

a. CONFIRM THAT THERE IS NO WELDING OVER CRACKED TACK WELDS.

b. CONFIRM THAT ENVIRONMENTAL CONDITIONS ARE BEING PROPERLY

CONSIDERED (WIND SPEED, PRECIPITATION, AND TEMPERATURE).

c. CONFIRM THAT WELDING PROCEDURE SPECIFICATIONS ARE BEING

FOLLOWED (EQUIPMENT SETTINGS, TRAVEL SPEED, MATERIAL USAGE,

SHIELDING TYPE AND FLOW RATE, PREHEATING REQUIREMENTS,

MAINTENANCE OF INTERPASS TEMPERATURE, AND PROPER WELDER

POSITIONING).

d. CONFIRM WELDING TECHNIQUES (INTERPASS AND FINAL CLEANING, EACH

PASS WITHIN PROFILE LIMITATIONS, AND THAT EACH PASS MEETS QUALITY

REQUIREMENTS).

3. USE NON-DESTRUCTIVE TESTING ACCORDING TO AWS D1.1 ON ALL WELDS THAT

APPEAR TO HAVE EXCESSIVE INCLUSIONS, POROSITIES, CRACKS, AND

INCOMPLETE PENETRATIONS AS DESCRIBED BY AWS D1.1 OR HAVE THE

QUESTIONABLE WELD REMOVED AND REWELDED.

4. PERFORM OBSERVATION ON THE FIRST TWO WELDS INSTALLED BY EACH

WELDER AND SUBSEQUENT NON-DESTRUCTIVE TESTING ACCORDING TO AWS

D1.1 ON ALL (100%) COMPLETE PENETRATION AND/OR PARTIAL PENETRATION

GROOVE WELDS AND ON ALL SPLICES OF MAIN MEMBERS WHERE THOSE

SPLICES ARE REQUIRED.

a. CONFIRM JOINT PREPARATION.

b. CONFIRM DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, AND

BEVEL).

c. CONFIRM CLEANLINESS OF WELDS AND BASE MATERIAL (CONDITION OF

STEEL SURFACES).

d. CONFIRM TACKING (TACK WELD QUALITY AND LOCATION).

e. CONFIRM BACKING TYPE AND FIT (AS APPLICABLE) AND REMOVAL

SUBSEQUENT TO WELD PLACEMENT.

f. PERFORM ULTRASONIC TESTING IN ACCORDANCE WITH AWS D.1.1 FOR

STEEL MATERIAL 5/16" THICK AND GREATER. FOR THINNER MATERIAL,

PERFORM VISUAL OBSERVATIONS IN ACCORDANCE WITH AWS D1.1.

5. PERFORM INSPECTION ACCORDING TO AWS D1.1 (VISUAL INSPECTION) ON ALL

MULTI-PASS FILLET WELDS.

a. CONFIRM DIMENSIONS (ALIGNMENT, GAPS AT ROOT, ROOT SIZE, LENGTH), SPACING, ORIENTATION, AND LOCATIONS.

b. CONFIRM CLEANLINESS OF WELDS AND BASE MATERIAL (CONDITION OF

STEEL SURFACES).

c. CONFIRM TACKING (TACK WELD QUALITY AND LOCATION).

d. CONFIRM VISUAL ACCEPTANCE CRITERIA (CRACK PROHIBITION, WELD/BASE

FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT,

AND POROSITY).

6. PERFORM INSPECTION ACCORDING TO AWS D1.1 (VISUAL INSPECTION) ON ALL

SINGLE-PASS FILLET WELDS 5/16" AND SMALLER.

a. CONFIRM DIMENSIONS (ALIGNMENT, GAPS AT ROOT, ROOT SIZE, LENGTH), SPACING, ORIENTATION, AND LOCATIONS.

b. CONFIRM CLEANLINESS OF WELDS AND BASE MATERIAL (CONDITION OF

STEEL SURFACES).

c. CONFIRM TACKING (TACK WELD QUALITY AND LOCATION).

d. CONFIRM VISUAL ACCEPTANCE CRITERIA (CRACK PROHIBITION, WELD/BASE

FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT,

AND POROSITY).

7. OBSERVE AND DOCUMENT REPAIR ACTIVITIES.

PERIODIC

INSPECT ALL STEEL FRAME CONNECTION DETAILS, FOR COMPLIANCE WITH APPROVED

CONSTRUCTION DOCUMENTS AND APPROVED STEEL ERECTION SHOP DRAWINGS.

1. VERIFY COMPLETENESS AND CONSTRUCTION OF ALL BRACING, STIFFENING, AND

CONNECTIONS.

2. VERIFY LOCATION, COMPLETENESS, ACCURACY, AND JOINT DETAILS OF ALL

MEMBERS.

PERIODIC

NOTES ON SPECIAL INSPECTIONS CHART:

1. REFER TO 014110 SPECIFICATION FOR ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES.

2. SPECIAL INSPECTIONS AS DEFINED IN SECTIONS 1704 AND 1705 OF THE KENTUCKY BUILDING

CODE ARE REQUIRED. ALL REFERENCES SHOWN ARE TO THE KBC 2018 / IBC 2015.

3. SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY APPROVED

BY THE ARCHITECT AND THE STRUCTURAL ENGINEER AND PAID FOR BY THE OWNER.

4. THE INSPECTOR SHALL OBSERVE WORK FOR CONFORMANCE WITH THE APPROVED

STRUCTURAL DRAWINGS AND SPECIFICATIONS AND PREPARE INSPECTION REPORTS

STATING THEIR OBSERVATIONS. COPIES OF THE INSPECTION REPORTS SHALL BE

SUBMITTED TO THE CONTRACTOR, THE ARCHITECT AND THE STRUCTURAL ENGINEER.

5. ALL DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE WORK BEING

PERFORMED SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR

CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF ARCHITECT AND THE STRUCTURAL ENGINEER PRIOR

TO THE COMPLETION OF THAT PHASE OF THE WORK.

6. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT OF INSPECTIONS DOCUMENTING

COMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY

DISCREPANCIES NOTED IN THE INSPECTIONS.

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PERIODIC OR

CONTINUOUS

ACCEPTABLE

QUALIFICATIONS

COMPLY WITH

SECTIONS

BELOW WHEN

REQUIRED

DESIGNATION REQUIRED CERTIFICATION

AWS-1 AWS LEVEL 1

AWS-UT-2 AWS ULTRAGRAPHIC TESTING LEVEL II IN ACCORDANCE WITH

CURRENT ASNT-TC-1A STANDARDS

CWI AWS CERTIFIED WELD INSPECTOR

PE PROFESSIONAL ENGINEER WITH MINIMUM OF 8-YEARS' EXPERIENCE,

LICENSED IN THE PROJECT STATE, WHOSE PRINCIPAL WORK

EXPERIENCE HAS BEEN IN THE DESIGN OF BUILDING STRUCTURES

SSSI ICC CERTIFIED STRUCTURAL STEEL & BOLTING SPECIAL INSPECTOR

SWSI ICC CERTIFIED STRUCTURAL WELDING SPECIAL INSPECTOR

QUALIFIED

CERTIFICATION

AUTHORITY

PERIODIC

PERIODIC AWS-UT-2

CONTINUOUS

CONTINUOUS

PERIODIC CWI, SWSI

CWI, SWSI

CWI, SWSI

CWI, SWSI

CWI, SWSI

CWI, SSSI, SWSI

CWI, SSSI, SWSI

CWI, SSSI, SWSI

PE

PERIODIC CWI, SWSI

S100

A ISOMETRIC VIEW

S A

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JEFFREY K.

ALEXY

30698

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BROWN KUBICAN, PSC+C

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COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT OF FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DRAWING NO.

ACCOUNT NO.

074-CBNJ-EK16-00

RTA DATE

A&E FILE NO.

CHECKED BY

DRAWN BY

DRAWING DATE

DRAWING INFORMATION

PHASE

DECA LOG #

AS BUILT DATE

DATEDESCRIPTION OF REVISIONS

1 5

DATEDESCRIPTION OF REVISIONS

NWT

JKA

09-29-2025

RTA

24-732-22

09-30-2025

REVISION HISTORY OF THIS FRAWING

200 VETERANS DR, HAZARD, KY 41701

ADDENDUM #1 10/24/25

KVA - REPLACE ROOF EASTERN KENTUCKY VETERANS CENTER

EASTERN KY VETERANS CENTER

S100

GENERAL NOTES