Addendum One.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-221-26

FOR: Exterior Renovations Field Maintenance Shop Department of Military Affairs Bowling Green, Kentucky

DATE: May 6, 2026

RFB-785-2600000569

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-221-26 For: Exterior Renovations Field Maintenance Shop Department of Military Affairs Bowling Green, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

Addendum Two 1

ADDENDUM ONE 5/6/2026

DMA - Bowling Green FMS Exterior Restoration Gallagher Office of Architecture, LLC 719 Morgantown Rd, Bowling Green, KY 42101 227 Miller Street Account # 095-CC0D-BG26-00 Lexington, Kentucky 40507

The Bidding and General Documents, Technical Specifications, and Drawings are clarified or changed in accordance with the following. Bidders shall acknowledge receipt of this Addendum on the Form of Proposal in the space provided.

ITEM NO. ONE (1)

DRAWING MEP-101A “MECHANICAL ELECTRICAL PLAN”

- Refer to Drawing o Revise Coded Sheet Note 4 to read “Remove and reinstall wall brackets, existing Lennox mini-split unit. Provide new condensate, new disconnect power, and new Refrigerant Line Set.

Provide new condensate and new white aluminum line set wrap over line sets”.

o At exterior wall to Secure Storage, add requirement for “remove and replace with new gooseneck pvc vent” to meet IMC Codes. Refer to Coded Sheet Note #3.

o At exterior wall to Secure Storage, remove Coded Sheet Note #1 and Louver L-3 with add requirements to “remove louver, patch and paint wall at removed louver opening”.

o In Garage Bay, near exterior Secure Storage wall, add requirement to “remove old electric button and approximately 16” of conduit and electrical LB”.

o At plan north Garage Bay exterior wall, between two Storage rooms, revise note from “Existing exhaust air vent” to add requirements to “Replace existing dryer exhaust air vent with new metallic exhaust vent”. In addition to work in this area and add requirements to “Remove & Reinstall oil burner flue, through wall, on wall and up through soffit & roof”. Provide new sidewall vent termination. Refer to New Detail on Sheet MEP-201.

Attachments: MEP-101A

ITEM NO. TWO (2)

DRAWING MEP-101B “MECHANICAL ELECTRICAL PLAN”

- Refer to Drawing o Revise Coded Sheet Note 4 to read “Remove and reinstall wall brackets, existing Lennox mini-split unit. Provide new condensate, new disconnect power, and new Refrigerant Line Set.

Provide new condensate and new white aluminum line set wrap over line sets”.

o At plan north Garage Bay exterior wall, add requirements to “Remove & Reinstall oil burner flue, through wall, on wall and up through soffit & roof”. Provide new sidewall vent termination. Refer to New Detail on Sheet MEP-201. Note: there are two applications (both near each other) of this new detail in this Garage Bay on this wall.

Addendum Two 2 o On exterior plan north corner of Garage Bay, add requirements to “coordinate with local power company to protect OH service and weatherhead/conduits down to meter” throughout the project.

o At plan south Garage Bay exterior wall, add requirements to “Remove & Reinstall oil burner flue, through wall, on wall and up through soffit & roof”. Provide new sidewall vent termination. Refer to New Detail on Sheet MEP-201. Note: there are two applications (both near each other) of this new detail in this Garage Bay on this wall.

Attachments: MEP-101B (plan right half)

ITEM NO. THREE (3)

DRAWING MEP-201 “MECHANICAL ELECTRICAL DETAILS”

- Refer to Drawing o Add Detail #3 “Sidewall Vent Termination Detail” to Contract Documents. This detail applies to all existing sidewall vent terminations for new work awith connection to existing heaters.

Attachments: MEP-201

ITEM NO. FOUR (4)

STRUCTURAL DRAWINGS

- Refer to Drawing o Add structural reinforcement at existing bar joist bridging per attached structural drawings.

Attachments: S001 STRUCTURAL NOTES & DESIGN CRITERIA

S002 STRUCTURAL PLAN & DETAILS

END OF ADDENDUM ONE

Attachments:

Drawing: S001 STRUCTURAL NOTES & DESIGN CRITERIA Drawing: S101 STRUCTURAL PLAN & DETAILS Drawing: MEP-101A MECH/ELECT PLAN Drawing: MEP-101B MECH/ELECT PLAN Drawing: MEP-201 MECH/ELECT DETAILS

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STORAGE

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SECURE STORAGE

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GARAGE BAY

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STORAGE

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STORAGE

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BREAK

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ER

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CAM

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OHF

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REMOVE & REPLACE KEYPAD/INTERCOM STATION

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EXIST. EXHAUST AIR VENT

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OHT

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REPLACE EXIST. DRYER EXHAUST AIR VENT WITH NEW METALLIC EXHAUST VENT

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EXIST. BOLLARDS TO REMAIN

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EX

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CONT. TO EXISTING

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CONT. TO EXISTING

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EXIST. EXHAUST AIR VENT

AutoCAD SHX Text REMOVE & REINSTALL OIL BURNER FLUE, THROUGH WALL, ON WALL AND UP THROUGH SOFFIT & ROOF.

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REMOVE LOUVER. PATCH & PAINT WALL AT LOUVER OPENING.

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REMOVE & REPLACE WITH NEW GOOSENECK PVC VENT

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REMOVE OLD ELECTRIC BUTTON, APP. 16" OF CONDUIT & LB

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CODED SHEET NOTES:

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AutoCAD SHX Text REMOVE AND REPLACE MECHANICAL LOUVER WITH NEW LOUVER. REFER TO LOUVER SCHEDULE. PROTECT GAS METER AND PIPING DURING WORK IN PLACE PROTECT GAS VENT/FLUE THROUGH WALL. PROVIDE NEW ESCUTCHEON AT PENETRATION REMOVE AND REINSTALL WALL BRACKETS, EXISTING LENNOX MINI-SPLIT UNIT, PROVIDE NEW CONDENSATE, NEW DISCONNECT POWER AND NEW REFRIGERANT LINE SET. PROVIDE NEW CONDENSATE AND NEW WHITE ALUMINUM LINE SET WRAP OVER LINE SETS REMOVE AND REPLACE WALL MOUNTED LIGHT FIXTURE WITH NEW FIXTURE. REFER TO LIGHT FIXTURE SCHEDULE. PROTECT ELECTRIC METER, CONDUITS & WEATHERHEAD DURING WORK IN PLACE PROTECT TELEPHONE, FIBER AND COMMUNICATIONS CABLES DURING WORK IN PLACE PROTECT SECURITY CAMERA AND CABLE DURING WORK IN PLACE REMOVE WALL LIGHT FIXTURE AND PROVIDE BLANK WALL PLATE. REMOVE CONDUIT & CONDUCTOR BACK TO JUNCTION BOX INSIDE. PATCH & REPAIR WALL OPENING PROVIDE NEW WALL MOUNTED LIGHT FIXTURE. REFER TO EXTERIOR ELEVATIONS FOR MOUNTING HEIGHT. CORE DRILL AND PROVIDE NEW JUNCTION BOXES AND CONDUCTORS TO MATCH EXISTING

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TITLE:

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PROJECT:

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DRAWING NO.

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DATE:

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SCALE:

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MEP-101A

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DMA-BOWLING GREEN FMS EXTERIOR

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MECH/ELECT PLAN

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CHECKED BY:

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W. GRANT WILSON, PE

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CONSULTANTS

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PLLC

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E-TECH

378 PARK AVENUE, LEXINGTON, KY 40502

SERVICE BAY

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GARAGE BAY

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OHE

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REMOVE & REPLACE GENERATOR DISC. SWITCH

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PROTECT EXIST. YARD HYDRANT DURING WORK IN PLACE

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PROTECT HOSE BIB DURING WORK IN PLACE

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REMOVE & REPLACE PHOTOCELL

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HB

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CONT. TO EXISTING

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#10'S IN 3/4" EMT CONT. TO PANEL. PROVIDE NEW 20/1P C/B

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#10'S IN 3/4" EMT CONT. TO PANEL. PROVIDE NEW 20/1P C/B

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NEW PHOTOCELL

AutoCAD SHX Text REMOVE & REINSTALL OIL BURNER FLUE, THROUGH WALL, ON WALL AND UP THROUGH SOFFIT & ROOF.

AutoCAD SHX Text REFER TO DETAIL 3 ON SHEET MEP-201 FOR NEW SIDEWALL VENT & TERMINATION OF HEATER. PROVIDE ALL SINGLE VENT & DOUBLE WALL B VENT WITH ADAPTER BACK TO 10' FROM EXTERIOR WALL (VIF).

AutoCAD SHX Text REFER TO DETAIL 3 ON SHEET MEP-201 FOR NEW SIDEWALL VENT & TERMINATION OF HEATER. PROVIDE ALL SINGLE VENT & DOUBLE WALL B VENT WITH ADAPTER BACK TO 10' FROM EXTERIOR WALL (VIF).

AutoCAD SHX Text COORDINATE WITH LOCAL POWER COMPANY TO PROTECT OH SERVICE & WEATHER HEAD/CONDUITS DOWN TO METER

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CODED SHEET NOTES:

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AutoCAD SHX Text REMOVE AND REPLACE MECHANICAL LOUVER WITH NEW LOUVER. REFER TO LOUVER SCHEDULE. PROTECT GAS METER AND PIPING DURING WORK IN PLACE PROTECT GAS VENT/FLUE THROUGH WALL. PROVIDE NEW ESCUTCHEON AT PENETRATION REMOVE AND REINSTALL WALL BRACKETS, EXISTING LENNOX MINI-SPLIT UNIT, PROVIDE NEW CONDENSATE, NEW DISCONNECT POWER AND NEW REFRIGERANT LINE SET. PROVIDE NEW CONDENSATE AND NEW WHITE ALUMINUM LINE SET WRAP OVER LINE SETS REMOVE AND REPLACE WALL MOUNTED LIGHT FIXTURE WITH NEW FIXTURE. REFER TO LIGHT FIXTURE SCHEDULE. PROTECT ELECTRIC METER, CONDUITS & WEATHERHEAD DURING WORK IN PLACE PROTECT TELEPHONE, FIBER AND COMMUNICATIONS CABLES DURING WORK IN PLACE PROTECT SECURITY CAMERA AND CABLE DURING WORK IN PLACE REMOVE WALL LIGHT FIXTURE AND PROVIDE BLANK WALL PLATE. REMOVE CONDUIT & CONDUCTOR BACK TO JUNCTION BOX INSIDE. PATCH & REPAIR WALL OPENING PROVIDE NEW WALL MOUNTED LIGHT FIXTURE. REFER TO EXTERIOR ELEVATIONS FOR MOUNTING HEIGHT. CORE DRILL AND PROVIDE NEW JUNCTION BOXES AND CONDUCTORS TO MATCH EXISTING

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TITLE:

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PROJECT:

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DRAWING NO.

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DATE:

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SCALE:

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MEP-101B

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DMA-BOWLING GREEN FMS EXTERIOR

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MECH/ELECT PLAN

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CHECKED BY:

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W. GRANT WILSON, PE

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CONSULTANTS

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PLLC

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E-TECH

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378 PARK AVENUE, LEXINGTON, KY 40502

1/16" = 1'

1) TO PREVENT MOISTURE FROM ENTERING THE HEATER SYSTEM, SLOPE THE VENT PIPE DOWN TOWARD THE OUTLET 1/4" PER FOOT OF LENGTH. DO NOT PITCH THE HEATER.

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2) VENT MUST EXTEND BEYOND ANY COMBUSTIBLE OVERHANG.

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3) VENT MUST TERMINATE A MINIMUM OF 4' BELOW, 4' HORIZONTALLY FROM OR 12" ABOVE ANY WINDOW OR DOOR THAT MAY BE OPENED AND GRAVITY AIR INLET INTO THE BUILDING.

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4) VENT MUST TERMINATE A MINIMUM OF 3' ABOVE ANY FORCED AIR INLET THAT IS LOCATED WITHIN 10'.

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5) THE BOTTOM OF THE VENT TERMINAL MUST BE LOCATED A MINIMUM OF 12" ABOVE GRADE LEVEL AND MUST EXTEND BEYOND ANY COMBUSTIBLE OVERHANG. VENTS ADJACENT TO PUBLIC WALKWAYS MUST TERMINATE A MINIMUM A 7' ABOVE GRADE LEVEL.

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6) THE VENT CAP MUST BE A MINIMUM OF 6" FROM THE SIDEWALL OF THE BUILDING.

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7) THE VENT TERMINAL MUST BE INSTALLED TO PREVENT BLOCKAGE BY SNOW AND PROTECT BUILDING MATERIALS FROM DEGRADATION BY FLUE GASES.

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8) VENTS MUST EXTEND BEYOND ANY COMBUSTIBLE OR BE A MINIMUM OF 36" BELOW A COMBUSTIBLE OVERHANG.

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VENT TERMINATION NOTES:

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BUILDING OVERHANG

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SIDEWALL VENT CAP

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WALL THIMBLE

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DOUBLE-WALL B-VENT

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SINGLE WALL VENT

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EXISTING IR HEATER

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B TO C ADAPTER

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36IN MIN.

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6IN MIN.

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SIDEWALL

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1/4" PER FOOT DOWNWARD PITCH

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TITLE:

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PROJECT:

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DRAWING NO.

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DATE:

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MEP-201

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DMA-BOWLING GREEN FMS EXTERIOR

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MECH/ELECT DETAILS

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CHECKED BY:

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W. GRANT WILSON, PE

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CONSULTANTS

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PLLC

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E-TECH

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378 PARK AVENUE, LEXINGTON, KY 40502

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SIDEWALL VENT TERMINATION DETAIL

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1) GENERAL NOTES

A) SUBMITTALS

i) SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR

CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: STRUCTURAL

STEEL.

ii) IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL

DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE REGISTERED PROFESSIONAL

ENGINEER LICENSED IN THE PROJECT STATE WHO IS RESPONSIBLE FOR THE DESIGN.

2) STRUCTURAL STEEL

A) STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH IBC CHAPTER 22, AISC 360, AISC 303, AND AWS.

B) STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATIONS INDICATED BELOW (UNO):

ANGLES, CHANNELS A36

THREADED ROD A36

HEAVY HEX NUTS A563

HARDENED STEEL WASHER F436

C) THE CONTRACTOR SHALL BE LIABLE FOR DIMENSIONS, FIT, TOLERANCES, FABRICATION, AND

ERECTION.

D) WELDING IS TO BE DONE BY AWS CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). WELDS

SHALL BE PREQUALIFIED BY AWS. WELDING SHALL BE IN STRICT ADHERENCE TO A WRITTEN

WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1. WELDING PARAMETERS SHALL BE

WITHIN THE ELECTRODE MANUFACTURER’S RECOMMENDATIONS. WELDING PROCEDURES SHALL BE

SUBMITTED TO THE OWNER’S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR

ERECTION. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE

DRAWINGS. WHERE SHOWN, PROPER FIELD WELDING PER AWS D1.1 SHALL BE USED. WHERE NO

FIELD WELDING SYMBOLS ARE SHOWN, IT IS THE CONTRACTOR’S RESPONSIBILITY TO

COORDINATE THE USE OF SHOP AND FIELD WELDS TO FACILITATE THE STRUCTURAL STEEL

ERECTION.

E) PARTIAL PENETRATION GROOVE WELD SIZES SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS, SHOWN AS (E). SHOP WELDS SHALL BE MADE USING GMAW, FCAW, OR SAW

WELDING PROCESSES. FIELD WELDS SHALL BE MADE USING EITHER FCAW OR THE SMAW

WELDING PROCESSES. FILLER METALS SHALL COMPLY WITH THE AWS D1.1, TABLE 3.1, “PRE-

QUALIFIED BASE METAL-FILLER METAL COMBINATIONS FOR MATCHING STRENGTH”.

F) SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON THE

CONTRACT DRAWINGS ARE MINIMUM SIZES FOR STRENGTH. INCREASE WELD SIZE TO AWS

MINIMUM SIZE BASED ON THICKNESS OF THE MATERIAL BEING WELDED. MINIMUM WELD SIZE

SHALL BE 3/16” FOR MATERIAL THICKNESS 3/16” AND GREATER.

G) BACKUP BARS MAY REMAIN IN PLACE UNLESS NOTED ON PLANS, OR WHEN ULTRASONIC TEST

INDICATES A POSSIBLE WELD DEFECT. IF DEFECTS ARE INDICATED, BACKUP BAR IS TO BE

REMOVED AND ROOT INSPECTED. IF DEFECTS ARE FOUND, THEY ARE TO BE REMOVED BY

BACKGOUGING TO SOUND MATERIAL. CLEAN AND REPAIR WELD TO SPECIFIED SIZE PER AWS.

H) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINT PREPARATIONS AND WELDING

PROCEDURES THAT INCLUDE BUT ARE NOT LIMITED TO: REQUIRED ROOT OPENINGS, ROOT FACE

DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND

TAPERS OF UNEQUAL PARTS.

I) WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED

IN AISC 360-10 TABLE J2.4.

J) THE USE OF E70-T4 WELDING WIRE IS NOT ALLOWED FOR ANY APPLICATION.

K) ALL WELD FILLER MATERIAL SHALL HAVE A MINIMUM CHARPY V-NOTCH (CVN) VALUE OF 20 FT-LB

AT A TEMPERATURE OF 0° F.

L) THE LOWEST ANTICIPATED SERVICE TEMPERATURE IS 0° F FOR DETERMINATION OF REQUIRED

CHARPY V-NOTCH TOUGHNESS LEVEL.

M) WELDED FILLER MATERIAL SPECIFIED AS “DEMAND CRITICAL WELD” OR “DCW” ON THE

STRUCTURAL DETAILS SHALL HAVE A MINIMUM CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FT-LBS

AT A TEMPERATURE OF -20° F, AS DETERMINED BY AWS CLASSIFICATION TEST METHOD OR

MANUFACTURER CERTIFICATION, AND 40 FT-LBS AT A TEMPERATURE OF 70° F, AS DETERMINED BY

AWS D1.1 AND D1.8 LATEST EDITION.

N) STEEL FRAMEWORK SHALL NOT BE ASSUMED STRUCTURALLY STABLE UNTIL ALL MEMBERS ARE IN PLACE AND CONNECTIONS ARE INSTALLED. ANY USE OF THE PARTIALLY ERECTED FRAMEWORK FOR

TEMPORARY SUPPORT OF ANY KIND SHALL BE DONE ONLY AT THE CONTRACTOR’S RISK.

O) BURNING OF HOLES IN STRUCTURAL STEEL IS NOT PERMITTED WITHOUT PRIOR APPROVAL OF THE

ENGINEER OR RECORD.

P) MAINTAIN WORK IN A SAFE AND STABLE CONDITION DURING ERECTION. PROVIDE TEMPORARY

SHORING AND BRACING MEMBERS AS REQUIRED, WITH CONNECTIONS OF SUFFICIENT STRENGTH

TO BEAR IMPOSED LOADS. REMOVE TEMPORARY MEMBERS AND CONNECTIONS WHEN PERMANENT

MEMBERS ARE IN PLACE AND FINAL CONNECTIONS ARE MADE. PROVIDE TEMPORARY GUY LINES TO

ACHIEVE PROPER ALIGNMENT AND STABILITY OF THE STRUCTURE AS ERECTION PROCEEDS.

Q) AFTER MATERIAL HAS BEEN PROPERLY CLEANED AND TREATED, APPLY SHOP PRIME COAT TO ALL

SURFACES, EXCEPT THOSE INTENDED FOR EMBEDMENT INTO CONCRETE OR TO RECEIVE FIELD

WELDING, SLIP CRITICAL BOLTS, OR CEMENTITIOUS FIREPROOFING. PROVIDE “TOUCH-UP” AT

SITE. MINIMUM DRY FILM THICKNESS SHALL BE 1.5 MIL.

3) POST-INSTALLED ANCHORS

A) PROVIDE POST-INSTALLED ANCHORS PER THE FOLLOWING (UNO):

i) GROUTED CMU

(1)ADHESIVE ANCHOR: HILTI HIT-HY 270 + HIT-V THREADED ROD

(2)ADHESIVE ANCHOR: SIMPSON STRONG-TIE SET 3G + F1554 GR. 36 THREADED ROD

ii) HOLLOW CMU

(1)ADHESIVE ANCHOR: HILTI HIT-HY 270 + HIT-V THREADED ROD

(2)ADHESIVE ANCHOR: SIMPSON STRONG-TIE SET 3G + F1554 GR. 36 THREADED ROD

B) ALL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE SUPPLIER’S RECOMMENDATIONS.

C) USE OF ALTERNATE PRODUCTS OR POST-INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN

THESE DRAWINGS IS SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD. SUBMIT

PROPOSED ANCHORS TO THE ENGINEER WITH AN ICC-ES REPORT VALID FOR THE REFERENCED

BUILDING CODE. THE SUBMITTED ICC-ES REPORT SHALL DEMONSTRATE THAT THE ANCHORS ARE

SUITABLE FOR USE IN BASE MATERIAL. WHERE ANCHORS RESIST SEISMIC LOADS, SUBMITTED

ICC-ES REPORT SHALL DEMONSTRATE THAT ANCHORS ARE SUITABLE FOR THE RESISTANCE OF

SEISMIC LOADS.

4) MISCELLANEOUS

A) NO CHANGE IN SIZE OF STRUCTURAL ELEMENTS OR MODIFICATION THEREOF SHALL BE MADE, NOR

ARE ANY OPENINGS OR SLEEVES THROUGH ANY STRUCTURAL ELEMENTS PERMITTED, UNLESS

DETAILED ON THE STRUCTURAL DRAWINGS.

B) CONSULT ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATION, SIZES, AND EXTENT OF CHASES.

C) NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND

TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE SHOWN FOR SIMILAR

WORK.

D) SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

i) SIZE AND LOCATION OF DOOR AND WINDOW OPENINGS IN WALLS, EXCEPT AS NOTED.

ii) SIZE AND LOCATION OF NON-LOAD-BEARING PARTITIONS, UNLESS NOTED ON STRUCTURAL

DRAWINGS.

iii) FLOOR AND ROOF FINISHES.

iv) DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

v) INSERTS, RECESSES, REGLETS, FINISHES, DEPRESSIONS, ETC. NOT SHOWN ON THE

STRUCTURAL DRAWINGS.

vi) DRAINAGE AND WATERPROOFING

E) SEE CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

i) PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, AND SLAB OPENINGS, ETC., EXCEPT AS

SHOWN OR NOTED.

ii) ELECTRICAL CONDUIT RUNS, BOXES, AND OUTLETS IN WALLS AND SLABS

iii) CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES.

iv) SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS, EQUIPMENT PADS, AND UNDERGROUND UTILITIES.

v) FINISHED GRADE, SITE PAVING, AND ELEVATIONS

F) OPENINGS, POCKETS, ETC., LARGER THAN 6” SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6” NOT

SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.

FOR ANY FURTHER RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE

SECTIONS BELOW. GROUPS OF SLEEVES/PENETRATIONS SHALL BE CONSIDERED AS ONE OPENING.

G) PIPES LARGER THAN 1 1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. NO CONDUIT/PIPING SHALL BE PLACED IN CONCRETE

FILL OVER METAL DECKING.

H) CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD

SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING

AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

5) CONTRACTOR RESPONSIBILITIES

A) MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE BUILDING CODE.

B) CONTRACT DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL THE

DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN

CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED

BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR

ARCHITECT/ENGINEER.

C) VERIFY THE DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCY BETWEEN SUCH DETAILS AND DIMENSIONS AS MAY OCCUR SHALL BE REPORTED TO

THE ARCHITECT/EOR FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

D) DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS AND/OR EXISTING DETAILS SHOWN ON THE

DRAWINGS THAT WILL IN ANY WAY AFFECT THE WORK SHALL BE FIELD-VERIFIED PRIOR TO

FABRICATION OF ANY MATERIALS. FIELD-VERIFICATION SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. IF THERE IS ANY QUESTION TO THE INTENT OF THE WORK INDICATED, THE

CONTRACTOR SHALL CLEAR THE QUESTION WITH THE ARCHITECT/EOR. FIELD-VERIFY TOP OF

EXISTING CONCRETE AND TOP OF EXISTING STEEL AT LOCATIONS WHERE NEW STRUCTURE

CONNECTS TO EXISTING STRUCTURE.

E) THE CONTRACTOR SHALL BE AWARE THAT THE WORK INVOLVES ADDITIONS TO AN EXISTING

FACILITY THAT WILL REMAIN IN OPERATION DURING CONSTRUCTION. IT IS THEREFORE

MANDATORY FOR WORK THAT WILL IN ANY WAY AFFECT THE NORMAL OPERATION OF THE FACILITY

BE COORDINATED WITH THE OWNER.

F) NOTIFY, IN WRITING, THE EOR OF CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT FROM

THOSE SHOWN IN THE STRUCTURAL DOCUMENTS.

G) THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL

PROVIDE ALL MEASURES NECESSARY SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING,

SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE

SITE BY THE EOR SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

H) HEAVY EQUIPMENT, CRANES, AND MATERIAL STOCKPILES SHALL NOT BE LOCATED ON OR

ADJACENT TO SHORING OR RETAINING WALLS UNLESS ACCEPTED BY THE EOR. ACCEPTANCE

SHALL BE BASED ON ANALYSIS AND EVALUATION PERFORMED BY THE CONTRACTOR AND

REVIEWED BY THE EOR.

I) AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT

LEAST TWO WORKING DAYS BEFORE STARTING EXCAVATION WORK.

J) CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION

BRACING, SHORING, TEMPORARY SUPPORTS, ETC.

K) CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS.

L) CONTRACTOR SUBMITTALS/SHOP DRAWINGS

i) SUBMITTALS FOR STRUCTURAL STEEL SHALL BE SUBMITTED FOR REVIEW PRIOR TO

FABRICATION OF THESE ITEMS.

ii) DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE EOR; THEREFORE, THEY SHALL BE

VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP THE DRAWINGS FOR

CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF

CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO.

iii) SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE

PURPOSE OF SHOP DRAWINGS SUBMITTALS IS TO DEMONSTRATE TO THE ENGINEER THAT THE

CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS

INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING THE INTENDED FABRICATION

AND INSTALLATION METHOD. IF ANY DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN

SHOP DRAWINGS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR

AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE EOR, THE CONTRACT DRAWINGS

AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.

iv) SHOP DRAWINGS OF DESIGN-BUILD COMPONENTS INCLUDING STAIRS BY OTHERS SHALL

INCLUDE THE DESIGNING PROFESSIONAL ENGINEER’S STAMP, FROM THE PROJECT STATE AND

SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE EOR

FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE

FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT

ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE

MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE BASIC STRUCTURE. DESIGN

CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL.

v) REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE EOR DOES NOT RELIEVE THE

CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK ALL SUBMITTALS AND

SHOP DRAWINGS BEFORE SUBMITTING TO THE STRUCTURAL ENGINEER. CONTRACTOR REMAINS

SOLELY RESPONSIBLE FOR THE ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION

OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS

SPECIFIED IN THE CONTRACT DOCUMENT.

vi) DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS AND ARE

APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS

FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED

DIMENSIONS–DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS MAY BE

BASED ON RECORD DRAWINGS AND ARE TO BE FIELD-VERIFIED BY THE CONTRACTOR.

vii)CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY

DEMOLITIONS. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL

STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED,

AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING

SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN

ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO

REINFORCING BAR IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE

ARCHITECT OR AS SHOWN ON THE DRAWINGS.

DESIGN LOADS AND CRITERIA

ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL

BUILDING CODE (IBC), 2015 EDITION, AS AMENDED BY THE COMMONWEALTH OF KENTUCKY.

ROOF LIVE LOADS

THE FOLLOWING UNIFORM ROOF LIVE LOADS WERE DETERMINED USING ASCE 7 CHAPTER 4 IN

ACCORDANCE WITH IBC SECTION 1607. LIVE LOADS ARE REDUCED WHERE ALLOWED BY THE

BUILDING CODE.

OCCUPANCY OR USE LOAD (PSF)

ROOF LIVE LOAD: 20 (NONREDUCIBLE)

SNOW LOADS

THE FOLLOWING SNOW LOAD FACTORS WERE DETERMINED USING ASCE 7 CHAPTER 7 IN

ACCORDANCE WITH IBC SECTION 1608.

Pg = 15 PSF Ce = 1.0 Is = 1.0 Ct = 1.0 Pf = 15 PSF Cs = 1.0 Ps = 15 PSF

WIND LOADS

THE FOLLOWING WIND LOAD FACTORS WERE DETERMINED USING ASCE 7 CHAPTERS 26-31 IN

ACCORDANCE WITH IBC SECTION 1609.

ULTIMATE DESIGN WIND SPEED (Vult): 115 MPH NOMINAL DESIGN WIND SPEED (Vasd): 90 MPH

RISK CATEGORY: II

WIND EXPOSURE CATEGORY: C

INTERNAL PRESSURE COEFFICIENT: +/-0.18

UNLESS NOTED OTHERWISE, COMPONENT AND CLADDING DESIGN WIND PRESSURES SHALL BE

DETERMINED USING ASCE 7 CHAPTER 30 BY THE REGISTERED PROFESSIONAL ENGINEER LICENSED

IN THE PROJECT STATE WHO IS RESPONSIBLE FOR THE DESIGN OF SUCH ELEMENTS.

SEISMIC LOADS

THE FOLLOWING SEISMIC LOAD FACTORS WERE DETERMINED USING ASCE 7 CHAPTERS 11-23 IN

ACCORDANCE WITH IBC SECTION 1613.

SEISMIC DESIGN CATEGORY: D

RISK CATEGORY: II

IMPORTANCE FACTOR (Ie): 1.0

SITE CLASS: D

Ss = 0.287 g Sds = 0.301 g S1 = 0.139 g Sd1 = 0.208 g

BASIC SEISMIC FORCE-RESISTING SYSTEM: ORDINARY PLAIN MASONRY SHEAR WALLS

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

R = 1.5 Cs = 0.06

RTA DATE

A&E FILE NO.

CHECKED BY

DRAWN BY

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DRAWING INFORMATION

DRAWING NO.

PHASE

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

ACCOUNT NO.

500 West Jefferson Street, Suite 2200 Louisville, KY 40202 (502)325-0100 www.kpff.com

AS BUILT DATE

DECA LOG #

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

S001

GENERAL NOTES & DESIGN CRITERIA

Bowling Green FMS Renovation

04/24/26

RTA

SL

SS

Project Number

04/24/26

ACIP AUGER CAST-IN-PLACE

ADDL ADDITIONAL

ALT ALTERNATE

ARCH ARCHITECTURAL

B/ BOTTOM OF

BF BRACED FRAME

BM BEAM

BOT BOTTOM

BRG BEARING

CANT CANTILEVER

CFS COLD-FORMED STEEL

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CTR CENTER(ED)

CW CONCRETE WALL

D DEEP

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DEV DEVELOPMENT

DGA DENSE-GRADED AGGREGATE

DIA DIAMETER

DIM DIMENSION

DWGS DRAWINGS

DWL DOWEL

EF EACH FACE

EL ELEVATION

ELEV ELEVATOR

EMBED MINIMUM EMBEDMENT LENGTH

EOD EDGE OF DECK

EOR ENGINEER OF RECORD

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FDN FOUNDATION

FFE FINISHED FLOOR ELEVATION

FRC FIBER REINFORCED CONCRETE

FRP FIBER REINFORCED POLYMER

FRT FIRE RETARDANT TREATED

FS FAR SIDE

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GR GRADE

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

ILO IN LIEU OF

INT INTERIOR

JST JOIST

K KIPS (1000 POUNDS)

LB POUND(S)

LFH LONG FACE HORIZONTAL

LFV LONG FACE VERTICAL

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOCN LOCATIONS

LW LIGHT WEIGHT

MANUF MANUFACTURER

MAX MAXIMUM

MIN MINIMUM

MISC MISCELLANEOUS

MW MASONRY WALL

ND NOMINAL DIAMETER

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

NW NORMAL WEIGHT

OC ON CENTER

OH OPPOSITE HAND

OPNG OPENING

P PIER

PAF POWDER-ACTUATED FASTENER

PEMB PRE-ENGINEERED METAL

BUILDING

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PT POST-TENSIONED

PT PRESSURE TREATED

R RADIUS

REF REFERENCE

REINF REINFORCEMENT

REQD REQUIRED

SCHED SCHEDULE

SEL SELECTIVE

SIM SIMILAR

SOG SLAG ON GRADE

SPA SPACES/SPACING

STD STANDARD

T&B TOP AND BOTTOM

T/ TOP OF

THK THICK

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDE

w/ WITH

WF WALL FOOTING

WP WORK POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

WWR WELDED WIRE REINFORCEMENT

STRUCTURAL ABBREVIATIONS

4/2 4/2

EX ROOF BAR JOISTS

EX BAR JOIST

BRIDGING (TYP)

EX RETROFIT

HIP ROOF LINES

S101

S101

S101

S101

S101

T R U E

N O

R T H

NORTH

EX MASONRY WALL

EX JOIST BRIDGING (VIF)

L3x3x3/8 x 0'-4" w/ 1/2"Ø

THREADED ROD IN HILTI HIT-HY

270 SYSTEM & SCREEN TUBE

(4" EMBEDMENT)

L6X3 1/2X3/8 (LLO) x 0'-4" w/

1/2"Ø THREADED ROD IN HILTI

HIT-HY 270 SYSTEM & SCREEN

TUBE (4" EMBEDMENT)

3 SIDES

3/16

GAP BETWEEN WALL &

BRIDGING CONNECTION

RTA DATE

A&E FILE NO.

CHECKED BY

DRAWN BY

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DRAWING INFORMATION

DRAWING NO.

PHASE

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

ACCOUNT NO.

500 West Jefferson Street, Suite 2200 Louisville, KY 40202 (502)325-0100 www.kpff.com

AS BUILT DATE

DECA LOG #

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

S101

STRUCTURAL PLAN & DETAILS

Bowling Green FMS Renovation

04/24/26

RTA

SL

SS

Project Number

04/24/26

SCALE: 1/8" = 1'-0"1 ROOF FRAMING PLAN

SCALE: 1 1/2" = 1'-0"2 TYP JOIST BRIDGING CONN REINF DETAIL

4/2 4/2