6-Public Safety Headquarters Addendum 6.pdf

Sarrah McNeil Purchasing Agent Purchasing Office

Department of Finance 435 Hamilton Street, Room 234

Allentown, PA 18101 Office: (610) 437-7500

Purchasing@allentownpa.gov

An Equal Opportunity Employer ● www.allentownpa.gov ● Hearing Impaired – TTY 610.437.7551 ● Printed on Recycled Paper

ADDENDUM NO. 6

JUNE 15, 2026

BID PUBLIC SAFETY HEADQUARTERS

BID OPENING: JUNE 24, 2026, 1:00 PM

NOTIFICATION: THE PROVISIONS OF THIS ADDENDUM SHALL TAKE PRECEDENCE OVER

ALL OTHER CONTRACT DOCUMENTS WHENEVER THEY CONFLICT.

Please see attached an addendum being issued by the City of Allentown, Alloy5 (Attachment No. 1) and Butz (Attachment No. 2) in regard to the bidding documents. The revisions can be found at the link previously provided.

Please note this addendum being issued updates Section 1.11 BIDS BINDING for all packages to reflect the following revision. Please see below:

1.11 BIDS BINDING 90 135 DAYS

Unless otherwise specified, all formal bids submitted shall be binding for ninety (90) one hundred thirty-five (135) calendar days following bid opening date and may be extended at the agreement of both parties.

Sincerely, ADDENDUM NO. 6

PUBLIC SAFETY HEADQUARTERS

An Equal Opportunity Employer ● www.allentownpa.gov ● Hearing Impaired – TTY 610.437.7551 ● Printed on Recycled Paper

In acknowledgement of your receipt and review of this addendum, please complete the form below and include it in the BID response prior to the public opening, as set forth above.

To: Vendors

From: Sarrah McNeil

SUBJECT: ADDENDUM NO. 6

PUBLIC SAFETY HEADQUARTERS

NOTE: THIS ADDENDUM SHOULD BE SIGNED AS ACKNOWLEDGMENT OF ITS RECEIPT

AND RETURNED WITH YOUR BID.

PLEASE COMPLETE FORM AND INCLUDE WITH PROPOSAL PAGES.

Company Name: ____________________________________________________________________

Signature: _________________________________________________________________________

Date: ______________________________________________________________________________

The following should be recognized as ADDENDUM NO. 6 to the aforementioned bid.

June 15, 2026

ATTACHMENT NO. 1

530 WEST BROAD STREET

BETHLEHEM, PA 18018

610.419.4055

WWW.ALLOY5.COM

City of Allentown

435 Hamilton St.

Allentown, PA 18101

June 12, 2026

Please find revised bidding documents for “Addendum 06” at the link previously provided.

DRAWINGS:

Add Sheets S1.20 and S1.21 – A.E.S.S. ZONE LEVEL PLANS

Structural drawing S5.11: add Detail #9 TYPICAL DROP-IN ANGLE FRAME DETAIL and Detail #10

TYPICAL DROP-IN BEAM FRAME DETAIL. Refer to sketch RFI 88-SK88-9.

Structural detail 3/S4.01: Modify the slate panel relief angle L6x6x3/8 size to L5x5x3/8. The relief angle shall be bolted to C8x11.5 hangers spaced at 48” o.c along the garage door opening and at 8” from opening ends. Infill with 8” light gauge metal studs between C8 hangers – Refer to sketch RFI 88

SK88-1

Structural drawing S1.13 various detail references added - Refer to sketch RFI 88 SK88-2

Structural drawing S4.05 add note “PROVIDE 1’-8”x1’-8”x1/2” MIN. STEEL ANCHOR PLATE AT EACH

TIE-BACK SLIDING CONNECTION. PLATE SHALL BE CENTERED ON THE ANCHOR GROUP AND

SHALL BE PROVIDED WITH (9) ¾” DIAMETER ADHESIVE ANCHORS, UNLESS NOTED OTHERWISE.

FINAL ANCHOR HOLE LAYOUT, EMBEDMENT, EDGE DISTANCE, WASHERS, NUTS AND PLATE

THICKNESS SHALL BE VERIFIED BY DELEGATED OCNNECTION DESIGNER BASED ON THE DESIGN

REACTIONS SHOWN ON THE STRUCTURAL DRAWINGS” - Refer to sketch RFI 88 SK88-3

Structural drawing S1.14 note removed - Refer to RFI 88 SK88-4. Column post sizes clarified at

Pedestrian bridge to Parking Deck connection- Refer to RFI 88 SK88-5 and sketch RFI 88 SK88-6

Structural drawings S1.16, S8.11, S8.10 modify Hoist beam and OSHA beam sizes per sketch RFI 88

SK88-7

Structural drawing S1.17 modify parapet coping stone support post sizings per sketch RFI 88 SK88-8

Add reference SK88-10 for existing top of beam sizing from 1962 Existing drawing 6001-S5 OF 8.

On Architectural drawings revise architectural note: "ALL STEEL SHALL BE THOROUGHLY CLEANED

IN ACCORDANCE WITH SSPC-SP3 PRIOR TO COATING." to instead read, "ALL STEEL SHALL BE http://www.alloy5.com/

THOROUGHLY CLEANED IN ACCORDANCE WITH THE A.E.S.S. SPECIFICATIONS PRIOR TO

COATING."

On Architectural drawings A1.70.F, A1.71.F, A1.72.F, & A1.73.F modify the Furniture Schedule to omit value “FWS-3”

On the following Architectural drawings increase the extent of demolition of the existing retaining wall, to include portion to be demolished from gridline E.5 to gridline F to match the extent of demolition on the Structural drawings. On the Architectural drawings, extend the new portion of the replacement concrete retaining wall from gridline E.5 to gridline F to match the extent of new wall on the Structural drawings.

1. On drawings A0.10, A1.10, A1.20, A1.60, A1.70, A1.70.F extent of demolition to be amended.

2. On drawing 5/A2.02 amend portion of retaining wall between gridline E.5 and F and label

“PORTION OF REPLACEMENT BRICK VENEER TO MATCH ADJACENT”. The intent is to match the architectural finish of the adjacent existing retaining walls located from gridline F to the street line of Hamilton St and also along the Hamilton St. frontage.

3. Building Section B on A3.00 the portion of existing retaining wall shown on gridline 1 shall be indicated as new construction to match the structural drawings.

4. Wall Section WS4 on A4.00 the portion of existing retaining wall shown on gridline 1 shall be indicated as new construction to match the structural drawings. The “EXISTING CITY HALL

PLAZA SLAB CONSTRUCTION” note shall be modified to “REPLACEMENT CITY HALL PLAZA

CONCRETE SLAB, SEE STRUC. DWG.’S, REFER TO DETAIL 1/A4.42 (sim)”.

Architectural detail 7/A4.41 add note: “STL DROPPER BEYOND, SEE STRUC. DWG.'S” to indicate C-shape steel droppers at overhead door relief angle.

Details added to A4.50 including: Detail #3 CANOPY SUPPORT CROSS SECTION DETAIL, Detail #4

CANOPY SUPPORT LONGITUDINAL SECTION DETAIL, Detail #5 EXISTING BEAM REPAIR DETAIL, Detail #6 EXISTING BEAM REPAIR DETAIL 2

On Architectural drawing A6.00 Pocket door #315 shall be modified as follows: For MATERIAL replace “ALUM” with “WD” and for FINISH replace “FACT.” with “STN”.

On Architectural drawing A9.00 on Elevation 12 revised note “LEVEL 3 BULLET REMOVABLE

RESISTANT PANELS” to “LEVEL 3 BULLET RESISTANT PANELS, GLAZING TYPE ‘BRGC’, REMOVABLE, SEE ENLARGED DETAIL THIS SHEET”

Mechanical drawing M1.23 "Provide acoustical lining in 80"x24" R/A and 48"x20" R/A from RTU to first elbow at this point." notes added. Refer to M1-23 SKETCH.

Mechanical drawing M1.23 "Provide acoustical lining in 52"x24" S/A from RTU to first elbow at this point." notes added. Refer to M1-23 SKETCH.

SPECIFICATIONS:

New Specification Sections:

Section 05 1213 – ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING

Section 09 9600 - HIGH PERFORMANCE COATINGS

Revised Specification Sections - DELETE in their entirety and REPLACE with the revised and re-issued

Specification Sections:

Section 08 8000-REV2 – GLAZING

Modify Portions of Specification Sections as follows:

1. In FFESPECS.11.18.2025.pdf omit “FWS-3”

2. In Section 08 0671 – DOOR HARDWARE SCHEDULE, PART 3, following Article 3.1, in

“Hardware Sets” Listing, for Hardware Set 10.0, for the “Video Door Station”, DELETE the words “DoorBird D21 Series [Insert Options]” and INSERT the following, “DoorBird A1103 indoor station – Black Finish”.

3. In Section 08 0671 – DOOR HARDWARE SCHEDULE, PART 3, following Article 3.1, in

“Hardware Sets” Listing, for the “Video Door Station”, DELETE the words “DoorBird D21

Series [Insert Options]” and INSERT the following, “DoorBird A1103 indoor station – Black

Finish”.

4. In Section 08 0671 – DOOR HARDWARE SCHEDULE, PART 3, following Article 3.1, in

“Hardware Sets” Listing, for Hardware Set 51.0, DELETE Door #030.1.

5. In Section 08 0671 – DOOR HARDWARE SCHEDULE, PART 3, following Article 3.1, in

“Hardware Sets” Listing, for Hardware Set 52.0, ADD Door #030.1.

6. In Section 08 0671 – DOOR HARDWARE SCHEDULE, PART 3, following Article 3.1, in

“Hardware Sets” Listing, for Hardware Set 57.0, for the “Video Door Station”, DELETE the words “DoorBird D21 Series [Insert Options]” and INSERT the following, “DoorBird A1103 indoor station – Black Finish”.

7. In Section 08 7100 – DOOR HARDWARE, PART 1, Article 1.8 WARRANTY, ADD the following

Paragraph:

D. Special Warranty Periods:

1. Ten years for mortise locks and latches.

2. Ten years for extra heavy duty cylindrical (bored) locks and latches.

3. Seven years for heavy duty cylindrical (bored) locks and latches.

4. Five years for exit hardware.

5. Ten years for manual overhead door closer bodies.

6. Fifteen years for manual overhead door closer bodies.

7. Twenty-five years for manual overhead door closer bodies.

8. Two years for shallow depth floor closers.

9. Five years for motorized electric latch retraction exit devices.

10. Two years for electromechanical door hardware.

END OF ADDENDUM 06.

Jeffrey S. Gendell, AIA – Project Architect cc Wendy Silfies – Senior Project Manager, Alvin H. Butz Inc.

ATTACHMENT NO. 2

City of Allentown

435 Hamilton Street

Allentown PA 18101

June 12, 2026

Ms. McNeil, Please find the revised bid documents for “Addendum #6” at the link previously provided.

DIVISION 00

00 21 13 INSTRUCTIONS TO BIDDERS (REVISED)

DIVISION 01

00 01 10 TABLE OF CONTENTS (REVISED)

01 11 00 SUMMARY OF WORK (REVISED)

Wendy S Silfies

Sr. Project Manager

Alvin H. Butz, Inc.

A Butz Family of Companies