Exhibit 1 - Resumption CCO No. 5 — City Council and Concurrent Authorities, November 12, 2024

Contract Change Order #: 5
Resolution/Motion No. 2020-12-15-1404 Purchase Order No. 419000528 (If not required enter “N/A”) Purchase Order #
CL17024 Northeast Stockton Library and Recreation Center Project Original Contract Price $14,450,556.00
Prior Change Order Total $405,035.67
This Change Order $9,717,288.14
Revised Contract Price $24,572,879.81
TO Patriot Contracting Inc. You are hereby directed to make the herein described changes from the plans and specifications or do the following described work not included in the plans and specifications of this contract.

Additional Work Performed for Above Referenced Project
Resumption Agreement See page 2-13.

We, the undersigned contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above.

By reason of this proposed change, an extension of time will be allowed per the attached Resumption Agreement.

Accepted Date
(Contractor)
By
Title
Note: This contract change order is not effective until approved by the City Manager.

APPROVED AS TO FORM & CONTENT:

OFFICE OF THE CITY ATTORNEY
BY_____________________________
Date: __________________________
ATTEST:
____________________________________

KATHERINE ROLAND

INTERIM CITY CLERK OF THE CITY OF STOCKTON
Internal Approval Routing
Date:

Submitted by: Project Manager
Date:

Approval by Department Fiscal Division
Date:

Approval Recommended by:

Date:

Department Head
Change Order Approved By:

Date:

City Manager, Harry Black
EXHIBIT 1
Contract Change Order #: 5

Resolution/Motion No. 2020-12-15-1404 Purchase Order No. 419000528

(If not required enter “N/A”) Purchase Order #

CL17024 Northeast Stockton Library and Recreation Center Project

TO Patriot Contracting Inc. You are hereby directed to make the herein described changes from the plans and specifications or do the following described work not included in the plans and specifications of this contract.

EXTRA WORK AT AGREED LUMP SUM

In accordance with Section 4-1.05A “Changes and Extra Work – General” of the City of Stockton Standard Specifications, the Contractor was directed to provide the following items for the additional items of work:

CHANGE ORDER NO. 5 – RESUMPTION AGREEMENT

1.1 General. This Restart Change Order is a mutual settlement, accord and satisfaction of all claims or potential claims Contractor and the City have against one another as of the Effective Date, subject only to the exceptions set forth below. The intent of this Restart Change Order is to immediately resume all work on the Project, including all additional work required to remediate all damage caused by trespassers, to achieve Final Completion by November 3, 2025. For the consideration described herein, Contractor and the City release, waive and forgive all claims and potential claims arising out of the Project and acts of vandalism and arson by third parties, up to the Resumption Date, and all claims that may arise out of the Project due to known changes or impacts to the Work.

However, the Parties do not intend to release the claims specifically excepted under Section 1.16 below. The Contract shall remain in full force and effect, except as expressly modified by this Restart Change Order.

1.2 Resumption Date and Contract Scope. Pursuant to Section 1.2.1 below, Contractor shall mobilize to restart the Work on September 18, 2024 (“Resumption Date”). The scope of work of the Contract shall include all Work under the original Contract as modified by City-approved proposed change orders ("PCO's") and Construction Directives per the attached Exhibit A and any Work required to remediate existing damage to the Project from vandalism or fire or water damage, including the preparation and approval of any revised drawings or specifications, all of the Contractor’s pending requests for information (“RFI”) including those RFI’s listed in the attached Exhibit B, which the Parties are collaborating to resolve, special inspections, and any other items in any manner changing or impacting the Work as of September 18, 2024 in order for Contractor to deliver fully functional, fully commissioned facility.

1.2.1 Mobilization.

1.2.1.1 On September 18, 2024, Contractor shall deliver and have on site the following: construction trailer; appropriate signage. Contractor may coordinate with City to have equipment delivered before the Effective but Contractor shall retain title to the items and liability for any loss or damage of its property or caused to City property.

EXHIBIT 1

1.2.1.2 Unless City separately confirms in writing in advance the availability of permanent power, Contractor shall provide a temporary diesel generator at no additional cost to the City.

1.2.1.3 City has issued Field Order Directive No. 22. Contract shall provide pre- ordered structural steel as directed by Field Order Directive No.22 to replace in situ steel damaged by fire in order for the steel to be delivered to the site or authorized storage facility not later than October 23, 2024 in order to achieve a “dry in” date of November 21, 2024. Contractor shall undertake those protective measures necessary to enable dry-in of the building prior to inclement weather and/or to protect the building and other assets from damage until dry-in is complete. Contractor’s cost for Field Order Directive No. 22 is included in the Contract Price herein.

1.2.1.4 Contractor and its subcontractors are required to attend a preconstruction meeting with City at a mutually agreed upon time within one week of restarting Work.

1.2.2 Incorporated PCO’s. The PCO’s listed in Exhibit A are deemed accepted and Contractor shall perform all Work in accord with the listed PCO’s at no additional cost. All PCO’s not listed in Exhibit A are deemed to be rejected or withdrawn and Contractor waives all contractual or statutory right to dispute this determination or seek compensation for them.

1.2.3 The parties shall cooperate to resolve the RFI’s and other information requests identified in Exhibit B, but acknowledge some or all may remain outstanding by the Effective Date. Except as expressly identified below, Contractor shall perform as reasonably directed by City’s responses to these requests at no additional cost and hereby waives any claim or right to additional compensation for them.

1.2.4 “Punchlist” and Observation Report. The Scope and adjusted Contract Price include the all incomplete or non-conforming work identified by the City’s Repair Tracking List dated March 1, 2023 and as revised on July 27, 2023 (Excel File 230728 NE STOCKTON LIBRARY REPAIR + OBSERVATION LIST.xlsx), and the Observation Report attached hereto as Exhibit C and incorporated herein by this reference.

1.2.5 Reimbursement for Material. Contractor has pre-ordered, directed, or otherwise has become, or will become obligated to third parties for the procurement of materials listed in Field Order Directive No. 22 that will be delivered to the site or authorized temporary storage facilities but not immediately incorporated into the Project. If the City terminates the Contract, the City will fully reimburse Contractor for Contractor’s actual costs incurred to procure materials up to an aggregate $100,000, provided Contractor has complied with Contract requirements for storing and protecting the materials and the materials continue to meet or exceed Contract specifications at the time they are turned over to the City.

1.2.6 Schedule. Prior to September 18, 2023, Contractor shall submit an updated Level 3 critical path method baseline schedule that conforms to Contract Specification 00 72 13 and Caltrans Standard Specifications Section 8-1.02C(5) showing the entire scope of work and how Contractor plans to complete all work from a start date of September 18, 2023 through Final Completion. Contractor shall submit its proposed baseline schedule in paper and .XER format for City’s review and approval. Schedule must demonstrate how Contractor will achieve dry-in by November 23, 2024, and show activities for all inspections, including any special inspections. Upon City’s approval, this schedule will become the Baseline Completion Schedule and shall be incorporated herein as Exhibit D.

Contractor shall perform the work according to the Baseline Completion Schedule.

EXHIBIT 1

1.2.7 Remediating Water Intrusion. Contractor shall perform that work proposed by Patriot for Water Intrusion Behind Sheet Metal Flashing attached as Exhibit E-1 and any other work necessary to prevent water intrusion, which shall be implemented in all areas susceptible to water intrusion or as otherwise reasonably directed by the City at no additional cost. Contractor shall coordinate the work to conform with and implement the recommendations and intent of Walker Consultant’s Waterproofing Leak Investigation Report dated July 28, 2023, attached as Exhibit E-2 and incorporated herein by this reference, to remedy deficiencies in curtainwall and roofing system installation and to prevent water intrusion at all areas of concern, e.g. curtain wall installation, roof system, parapet, operable casements and translucent panels.

1.2.8 Concrete Slab Repair. Contractor shall perform that work proposed by Patriot for Concrete Slab Remediation attached as Exhibit F. Contractor shall have a professional engineer survey the concrete slab restarting work. Upon City’s approval of the final remediation plan, Contractor shall implement the remediation plan at no additional cost to the City.

1.2.9 Roof Repair/Structural Steel. Contractor shall perform the roof repair / structural steel Work in accordance with Exhibit G.

1.3 Final Completion. The Contract Final Completion date is revised to November 3, 2025.

The Contract Time and Construction Period are extended accordingly. These time extensions are deemed non-compensable, and shall be construed as a waiver of liquidated damages as provided in Section 1.5.2

1.4 Contract Price. Contractor agrees to remediate any and all defective work, repair all third-party caused damages from vandalism and fire, and complete all remaining Contract Work to achieve Final Completion for a lump sum cost of $14,035,788.02. Total compensation for services and reimbursement for all costs that have been incurred and will be incurred to achieve Final Completion is hereby increased by $9,717,288.14 to $24,572,879.81 (“Contract Price”). The schedule of values attached as Exhibit H shall be used as the basis for determining progress payments through final payment. Total compensation paid to Contractor, inclusive of progress payments paid to date, shall not exceed the adjusted Contract Price.

1.5 Mutual Waiver of Accrued Delay Damages. Contractor and City waive and release the other for all delay damages incurred or accrued through the Effective Date, including but not limited to extended field overhead, unabsorbed home office overhead, actual delay damages, consequential damages, liquidated damages in accordance with Section 1.5.2 herein and labor and material cost escalation.

1.5.1 Waiver of General Conditions. Contractor has claimed entitlement to extended General Conditions costs of $1,130,926. Contractor hereby waives its claim to General Conditions costs not included in the Contract Price.

1.5.2 Liquidated Damages. The City has claimed entitlement to accrued contract liquidated damages from November 23, 2022 through the date work was suspended in the amount of $871,500 (“Pre-suspension LDs”) The City hereby waives any and all right and entitlement to Pre-suspension LDs. The City retains the right to withhold liquidated damages from Contractor as provided in the Contract for any unexcused delay beyond the revised Final Completion date.

1.6 Payment Application Nos. 22, 23, 24 and 25. City will process Payment Application Nos. 22, 23, 24 and 25 and release undisputed portions upon receipt from Contractor of Stop Notice Releases for Collins Electrical Company, Inc., Weldway Steel Fabrication, Inc. and EXHIBIT 1
T.B. Penick & Sons, Inc. to be released or bonded. Contractor waives any claims for interest or Prompt Payment penalties.

1.7 Subcontractors. Contractor represents that it has negotiated the continuing participation of the subcontractors listed in Exhibit I, who will be performing work on the Project.

Exhibit I also identifies those subcontractors that have declined to return to the Project.

Contractor shall endeavor to resume work on the Project with as many of its originally- listed subcontractors as possible. In the event a previously-listed subcontractor declines to return to the Project for reasons described in Public Contract Code Section 4107, Contractor may request a substitution pursuant to Special Provisions Section 4.2.

Contractor shall not be allowed additional contract funds or a time extension to fund such substitution or to obtain the City’s consent to such substitution. Substitute subcontractors must comply with the existing Community Workforce Training Agreement which remains in full force and effect.

1.8. Subcontractor Claims. Contractor agrees to indemnify, defend with counsel acceptable to the City, and hold harmless, the City from any and all claims by its subcontractors related to or arising out of Patriot’s work on the Project prior to the Effective Date.

1.8.1. Contractor waives any and all right to pass through or seek reimbursement for Stop Notice claims by subcontractors Collins Electrical Company, Inc. for $788,217 and Weldway Steel Fabrication, Inc. for $422,092. Contractor shall defend and resolve these claims without contribution from City.

1.9 Schedule Updates. Contractor shall submit an updated Level 3 critical path method schedule in accordance with Contract Specification 00 72 13 and Caltrans Standard Specifications Section 8-1.02D showing a start date of September 18, 2023 through Final Completion. Contractor shall ensure its schedule update includes adequate time for necessary inspections, including special inspections, and inclement weather. Contractor shall submit its proposed schedule with sufficient time for City to review. Upon City’s approval, this schedule will become the Baseline Completion Schedule and the parties incorporate the Baseline Completion Schedule herein by reference. Contractor shall submit the Baseline Completion Schedule and monthly schedule updates in .XER format or in format as the City may request. Schedule updates shall conform to Caltrans Standard Specifications.

1.10 Defective Work. To the extent that defects identified by the City remain outstanding, Contractor shall remedy them in a manner reasonably acceptable to the City in accordance with the Contract Documents.

1.11 Site Security. Contractor shall provide licensed private security personnel during non- working hours at no additional cost to the City.

1.12 Reserved

1.13 Insurance. Contractor shall maintain, renew or procure replacement insurance coverage, including builder’s risk insurance, with limits as specified in the Contract at no additional cost to the City. Regardless of whether Contractor renews or replaces required insurance policies, Contractor shall ensure that covereage includes prior acts or retroactive coverage so that insurance coverage is uninterrupted for the duration of the Project from the original Notice to Proceed to Final Completion. The sole exception to maintaining continuous coverage is builder’s risk coverage because after making diligent good faith efforts, Contractor has only been able to procure a new builder’s risk policy without prior act or retroactive coverage. Contractor must provide current certificates of insurance acceptable to the City for itself as required by Contract before Contractor EXHIBIT 1
commences work. Contractor must provide current certificates of insurance acceptable to the City for its subcontractors prior to such subcontractors commencing work.

1.14 Bonds. Contractor represents that Performance and Payment Bonds previously delivered to the City in connection with the Contract remain in full force and effect at no additional cost to the City. Contractor shall provide written confirmation from its surety prior to resuming construction activities.

1.15 General Mutual Release. With the exception of potential claims and rights to compensation specifically reserved herein, Contractor and City hereby waive, forgives, and release each other, their agents, and employees from any and all claims, requests, liens, liabilities, obligations or demands for extra compensation, schedule relief or other relief of any sort, whether known or unknown (but subject specifically to the exclusions in Paragraph 1.16 below) which have arisen or may hereafter arise, in connection with the Contract. Contractor’s waiver of claims specifically includes, but is not limited to, claims for inefficiency, impacts, cumulative impacts, home office overhead, field office overhead, resource escalation, acceleration, and any other type of claim for extra compensation arising from the work of the Contract, including but not limited to the original Contract, City-approved PCO's and this Restart Change Order whenever such work is performed.

Claims waived by Contractor includes any claims of its subcontractors for delay and escalation. With respect to all matters released herein, Contractor expressly waives its rights under Civil Code Section 1542, which provides:

“A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the release, which if known by him must have materially affected his settlement with the debtor.”

1.16 Reserved Claims.

Notwithstanding the foregoing, Contractor and City shall not release any claims they may have:

1.16.1 That arise solely and exclusively from the failure to perform their respective obligations under the Contract (as revised by this Change Order), where such failure occurs after the Effective Date.

1.16.2 Arising from or related to any rights to pursue and recover from Contractor’s or Contractor’s subcontractors’ insurance policies for claims arising from vandalism or arson.

1.16.3 Arising from or related to any rights to pursue and recover from third parties (not Contractor, its sureties, its subcontractors or an of their employees and agents) for claims arising from vandalism or arson.

1.16.4 Except as expressly released by this Agreement, Contractor and City will cooperate with each other to pursue all avenues of available recovery for losses due to fire and vandalism caused by trespassers. Avenues of available recovery includes any potential claims and tenders to any insurance carrier of Contractor or its subcontracts that might potentially provide coverage for the aforementioned damage or loss as well as claims against third parties responsible for the aforementioned damage or loss (although no representation is made by either the City or Contract that these efforts will result in recovery.)

1.17 Contractor shall indemnify, defend with counsel acceptable to the City, and hold harmless to the full extent permitted by law, at Contractor’s expense, the City, its elected officials, EXHIBIT 1
officers, officials, employees, agents, consultants, and each of them from and against any and all claims from subcontractors or suppliers of Contractor, or anyone claiming through Contractor, from this date forward, arising out of the Project that in any manner relate to the claims released in this change order. Contractor agrees that the non-compensable time extension embodied in this change order is in the nature of a waiver of liquidated damages; thus, this non-compensable time extension may not be used to justify future claims for extended overhead, inefficiency or other relief of any type.

1.18 Warranties. All warranties, including manufacturer warranties for equipment, and warranty periods required under the Contract shall commence upon Final Completion.

1.19 Effective Date. The Effective Date of this Change Order shall be September 17, 2024.

1.20 This Change Order may be executed in two or more counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument.

Except as specifically amended by the above, the Contract shall remain unchanged and in full force and effect.

TOTAL COST OF CHANGE ORDER NO 5: $9,717,288.14

The additional compensation, if any, included in this change order constitutes full compensation, including all mark ups, profits, surcharges, taxes and overhead costs, for the change in work as specified.

EXHIBIT 1

EXHIBITS TO CONTRACT
CHANGE ORDER 005

EXHIBIT 1
Exhibit A

List of PCOs Included in Scope of Work

EXHIBIT 1

Exhibit A –List of PCOs Included in Scope of Work

Description Amount
PCO 012 R2.2 Added cost in sheet C2.0 in CCD001 $ 18,282.70 PCO 012 R2.4 Added cost in sheets C4.0, AS 401, LS101, LS701, LI101, LI102, LP101 in CCD001 $ 31,740.00
PCO 012 R2.6 Added cost in sheets A151AIA603 in CCD001 $ 9,271.88 PCO 015 Additional work per CCD006 $ 5,792.55 PCO 022 Lithocrete Thin-Tech Price $ 45,959.40 PCO 023 R2.2 R2 Exterior basketball extension per CCD 04 $ 92,509.68 PCO 027 R.1 Additional work due to CCD#011 $ 9,157.59 PCO 032 Added flex conduit to expansion joints per RFI#192,187 $ 6,337.44 PCO 033 Added damp condition to H30 lights under canopy $ 477.36 PCO 035 R1 Added Bracing per RFI#204 $ 11,856.47 PCO 040 R1 Added cost to install weather barrier in expansion joint per RFI 187 $ 10,271.64 PCO 042 R1 Added cost for Mechanical equipment & opening support Per RFI 179 series $ 60,208.92
PCO 044 R1 Changes to contract drawing for Lithocrete scope of work per CCD#012 $ 3,043.44
PCO 052 Change framing of restroom A per RFI266.2 $ 1,969.06 PCO 054 Design change per RFI 152 $ 3,703.32 PCO 055 R2 Added self adhered flashing strip over sheet metal with Vaprobond $ 12,863.39 PCO 059 Changes to Soffit per RFI#281 $ 9,844.89 PCO 060 Added cost by RFI#193 $ 6,162.36
PCO 061 R1 Additional cost of changes to header of window A17, door 113C and wall of window A21 in interior framing design $ 3,871.39 PCO 062 Added interior framing design $ 15,408.67 PCO 063 R1 Interior framing material upgrades only for walls and headers $ 13,927.55 PCO 064 Added cost to cut the beam flange per RFI297.1 $ 1,546.90 PCO 065 Added cost due to RFI299 to adjust window opening $ 6,710.11 PCO 067 Added cost to install insulation in fiberglass sandwich panel voids per Submittal 139.1_084523-002-1 $ 4,361.90 PCO 069 To add access doors and recess the fan coil per RFI 307 $ 5,907.03 PCO 070 added cost per RFI#301 7 301.1 response $ 5,282.28 PCO 071.1 Per CCD 15 backing for added wall mounted tv $ 1,945.49 PCO 072 Added cost due to RFI 327 response $ 972.00 PCO 076 Added insulation around curtain walls and doors $ 7,070.58 PCO 077 R1 Added hand dryers in submittal _AN sub 161_ 102800-001-0. $ 2,283.23 PCO 078 Assembly and installation of TRX Workout Equipment $ 10,749.42 EXHIBIT 1
PCO 079 Added cost to extend walls per RFI 303 & 303.1 $ 5,422.08 PCO 080 Added cost to install power for the fan in room 107 per rfI#357 $ 2,813.70 PCO 081 R1 Added cost to the scope of work per CCD#17 $ 16,694.35 PCO 082 Added cost to per CCD#18 (Roof drain & Electrical Only) $ 21,744.26 PCO 083 Added acoustical wall panel per submittal AN sub-220.2- 02216- 003-2 $ 785.16
PCO 084 Added Roppe#37 per RFI#345 $ 762.09 PCO 085 Added cost per RFI#349 $ 9,654.02
PCO 086 Added cost for installing soffit per CCD#19 $ 5,626.57 PCO 087 Added cost per RFI#369 $ 7,633.67
PCO 088 Added cost per RFI#374 for added reinforcement $ 21,602.75 PCO 090 Added flow meter per RFI 270 Series $ 23,854.44 PCO 091 R1 Provide power to sprinkler bell Per RFI385 $ 4,102.12 PCO 093 Changes to the Artwork at gate G100 in CCD#18 $ 11,056.38 PCO 094 Replace panel installed breakers for approved water heater $ 1,828.44 PCO 095 Added cost Per RFI#393 $ 5,566.83
PCO 096 Monument signage’s foundation structure $ 6,677.59 PCO 097 Added cost to install smart gas and water meter $ 13,505.01 PCO 098 Added cost split electrical panel P2 to 2 sections in CCD#21 gas and water meter $ 5,743.63
PCO 099 Install operable window contact switches $ 3,637.80 PCO 100 Added cost PER RFI#388 $ 12,733.58
PCO 101 Add “bugeye” emergency egress lighting in Room 104 $ 1,890.88 PCO 102 Added cost PER CCD#20 $ 73,564.02

EXHIBIT 1

Exhibit B

Outstanding RFI’s and Other
Outstanding Information Requests

EXHIBIT 1

Exhibit B – Outstanding RFI’s and Other Outstanding Information Requests

x RFI 399
x RFI 341 series. See submittal 250.
x RFI 407 series. See options.
x RFI 394.3 – Perforated screen wall cover plates & welding x RFI 407 series - Patriot will perform this work at its cost, but needs the City to select one of the options
x RFI 414 – relates to RFI 399
x RFI 417 – ERV Orientation – reduction in steel framing, new concrete openings, revised brace location
x RFI 419 – Perforated Screen Structure – corner column condition x Field Report 27, action item 9. See Patriot email dated March 29, 2023 explaining why the wire should be exposed.
x IDF Rack Submittal. See submittal 267.2.
x Front Gate Issues. See CCD 18 and Patriot’s proposed design. x EV Chargers, information for installation.
x Field Report 25, Item 15, coordinating the intersection of the drain pipe and the top of the study room wall.
x Field Report 22. Corner piece vents.
x Operable Translucent Door Hydraulic Hose Configuration, exposed hydraulic hoses.
x Status of Owner Furnished Equipment.

EXHIBIT 1

EXHIBIT C

Observation Report

EXHIBIT 1

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EXHIBIT 1
May 24, 2023

Stockton San Jose Sacramento Modesto
3428 Brookside Rd. 111 N. Market St., #300 900 Howe Ave #200 100 Sycamore Ave, #100 Stockton, CA 95219 San Jose, CA 95113 Sacramento, CA 95825 Modesto, CA 95354 t: 209.943.2021 t: 408.754.2021 t: 916.520.2777 t: 209.762.3580

F:\18projects\18039 Northeast Stockton Library and Recreation Center\Construction Support\Site Observation Report\2023-05-24 Structural Site Observation Report - NESTKN SEI #18039.doc
Patty Karapinar
Architectural NEXUS, Inc.
930 R Street
Sacramento, CA 95811

Project: NORTHEAST STOCKTON LIBRARY & COMMUNITY CENTER 1461 Morada Lane, Stockton, CA
Siegfried Project #: 18039

RE: SITE OBSERVATION ON MAY 24, 2023 – PROJECT STRUCTURAL SCOPE PROGRESS Dear Patty,

1) GENERAL

a) The intent of our Site Observation was to review th e general status of construction directly related to structural building elements and the main gravity and lateral systems. The observation was scheduled through Megan Repka of ARCHITECTURAL NEXUS INC. Please feel free to share this report with other members of the team where necessary.

b) Rhett Kilgore from SIEGFRIED ENGINEERING INC. performed the structural site observation accompanied by other members of the design team who performed observations targeted toward their respective disciplines. Other members of the design team present included Megan Repka & Patty Karapinar (Arch.) from Architectural NEXUS Inc. and Richard Smith (Elec.) from HCS Engineering.

Other project members present included Mohammad Sadiq from the CITY OF STOCKTON.

c) Special inspections are required for this project as note d in the contract documents. In general Siegfried site observations are not intended to replace and/or supplement special inspections and/or other jurisdictional requirements. Inspectors did not participate in this Site Observation site walk.

d) We arrived at the jobsite at roughly 9:00AM and met with the team as described above to walk the site, structure interior and lower roof.

2) OBSERVATIONS

a) In general, items observed appeared to be in confor mance with the structural drawings. Construction of the building’s main structural systems including footings, slab-on-grade, steel braced frames, concrete shear walls, roof framing and decking were substantially complete.

b) On the lower roof area, east of gymnasium, the TPO roofing membrane had been applied over the rigid insulation but remained unfinished and felt “loose” in some areas.

Skylights/solar tubes and mechanical unit curbs appear to have been installed on the lower roof. The structural steel members for the mechanical screens appeared to be fully framed but remained unscreened.

Structural revisions to the roof screen layouts issued in CCD #020 did not appear to be implemented.

Access to the upper roof over the gymnasium was not available during our site visit. The architect identified the lack of submittal information on the roof access ladders by the contractor, including supporting structural calculations and details. The upper roof access ladder appeared to be anchored to the building structure with connections typical for this type of construction, however a detailed review and analysis of the system was not in the scope of this site observation.

EXHIBIT 1

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c) We noted that various miscellaneous structur al elements were substantially incomplete.

i) The elevated floor structure for the c hildren’s area near the southeast corner of the building was not installed. Sleeper anchor bolt holes appear to have been drilled in the slab but anchor bolts had not been installed.

ii) The exterior portion of the walk off mat in the c ourtyard area on the east side of the building was not complete. Dowels from the building slab remained exposed.

iii) Pier footings and anchor bolts for the perforated bu ilding screen on the southern and eastern faces of the building were present. Roughly 30% of the structural steel support for these screens on the south and east face of the building were installed. However, the overall quality of construction for the screen framing and anchorage appeared poor.

Modifications to the base plates and anchor bolt layouts approved in various recent RFIs did not appear to match field conditions. The top of pier footing elevations appeared extremely low compared to the baseplate elevations. We expect this will result in additional concrete needing to be poured and a cold joint in the footing and anchor bolt development to be present. Overall, it appears that the foundations and anchor bolts were not properly placed and the contractor has continued to make modifications to the steel framing and baseplates to accommodate.

While unfinished, portions of the screen support structure appeared to be out of plumb. Screen columns on the south face of the building appeared to be set close to the face of the building with an inadequate gap. The columns appeared to be roughly 4 inches clear of the wall face near gridline 8 and as close as half an inch near gridline 10 at the roof parapet. We expect the screen wall, in this condition, will cause significant impact damage to the building facade over time as it deflects from out of plane wind loads.

Bolted erection aides were still present for the installed steel framing and, in general, appeared to be misaligned in various areas; causing gaps and misaligned framing at connections that are intended to be fully welded. Prolonged staging on the site appeared to have left damaged areas of galvanizing on the steel members that will require cleaning, removal of rust and potentially repair or replacement.

We understand construction has been suspended and recommend the entire tube steel support framing for the perforated exterior building screen be removed and properly stored, as it will likely cause damage to the building façade over time if left incomplete/not properly installed.

iv) Masonry walls for the trash enclosure on the wester n end of the parking lot were roughly 95% complete and appeared to be fully grouted. A vertical control joint was installed on the back side of the enclosure but did appear to be properly sealed. Steel posts for the man door and double swing gate were installed but the door and gate framing were incomplete. The trash enclosure roof screen framing was installed but the perforated panel covering was not present. The trash enclosure roof screen framing above the masonry walls was not grouted and appeared to be supported with stacked steel shim plates. It is unclear if the enclosure roof steel framing is anchored to the top of the masonry walls.

Structural framing for the exterior canopy and accordion door located between gridlines 8.4 and 9.3 appeared substantially complete, however there appeared to be areas of exterior canopy framing that required finishes or additional weatherproofing. Structural steel framing for interior movable partitions also appeared complete.

EXHIBIT 1

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Stockton San Jose Sacramento Modesto
3428 Brookside Rd. 111 N. Market St., #300 900 Howe Ave, #200 100 Sycamore Ave, #100 Stockton, CA 95219 San Jose, CA 95113 Sacramento, CA 95825 Modesto, CA 95354 t: 209.943.2021 t: 408.754.2021 t: 916.520.2777 t: 209.762.3580 F:\18projects\18039 Northeast Stockton Library and Recreation Center\Construction Support\Site Observation Report\2023-05-24 Structural Site Observation Report - NESTKN SEI #18039.doc
d) Various areas of the building slab-on-grade appeared to have lifted or settled. This was evident by various areas of uneven slab to column block-out transitions and widening of slab construction joints; most notably along gridlines 6 and B.

Siegfried also identified various cracks in the slab-on-grade, roughly 0.030” in width These were most notable in the gymnasium, circulation, maker space and reading room areas. Many of the electrical/data floor boxes embedded in the slab on grade had severe localized cracking surrounding each box.

These slab on grade cracking and movement issues have been recently documented and investigated by representatives of both the City of Stockton and the contractor. Siegfried was unable to determine the severity of these issues compared to our previous site observations, as a majority of the floor space was covered by construction materials and debris when we last visited the site in October of 2022. 3) PHOTOS
a) Photos 1 through 18 are photos taken during our site visit.

If I can provide any additional information or clarification, please do not hesitate to contact me at our Stockton Office.

Sincerely,
Rhett Kilgore, P.E.

Associate Civil Engineer
Siegfried Engineering Inc.

Sin
cerely,
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Photo 1- Building south exterior, looking east

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Photo 2- Building east exterior, looking northwest
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Photo 3- Building north exterior, looking west

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Photo 4- Building west exterior, looking southeast
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Photo 5- Incomplete lower roof mechanical screen
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Photo 6- Upper roof access ladder
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Photo 7- Childrens area platform missing, sleeper anchor holes drilled EXHIBIT 1

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Photo 8- Exterior walk off mat incomplete, exposed slab dowels EXHIBIT 1

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Photo 9- Incomplete modified base plates for exterior screen wall, incomplete framing connection EXHIBIT 1

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Photo 10- Incomplete framing connection at exterior screen wall EXHIBIT 1

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Photo 11- Exterior screen wall connection
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Photo 12- Building east exterior, stockpiled screen wall steel framing EXHIBIT 1

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Photo 13- Exterior screen wall damaged galvanized from stockpile sleepers EXHIBIT 1

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Photo 14- Incomplete trash enclosure
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Photo 15- Masonry trash enclosure vertical control joint, not sealed EXHIBIT 1

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Photo 16- Masonry trash enclosure roof framing at wall top, no grout EXHIBIT 1

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Photo 17- Building slab on grade crack
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Photo 18- Slab on grade cracking surrounding floor boxes

EXHIBIT 1
ŝ ƚ Ǉ Ž Ĩ ^ ƚ Ž Đ Ŭ ƚ Ž Ŷ ʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ

ŝƚǇŽĨ^ƚŽĐŬƚŽŶʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ
ŽŵŵŝƐƐŝŽŶŝŶŐ&ŝĞůĚZĞƉŽƌƚ WĂŐĞϭŽĨϳ

ŽŵŵŝƐƐŝŽŶŝŶŐŐĞŶƚtĞĂƚŚĞƌŽŶĚŝƚŝŽŶƐ͗ůŽƵĚǇϲϴΣ&͕ϰϲй EĂŵĞ ŽŶƚĂĐƚ/ŶĨŽ dŝŵĞƌƌŝǀĞĚ dŝŵĞĞƉĂƌƚĞĚ

ĚƵĂƌĚŽZĂŵŝƌĞǌ ;ϵϭϲͿϴϱϭͲϯϱϵϯ ϵ͗ϬϬD ϭϮ͗ϯϬWD

ƚƚĞŶĚĞĞƐ
EĂŵĞ ŽŶƚĂĐƚ/ŶĨŽ ŽŵƉĂŶǇ WƌŽũĞĐƚZŽůĞ
DŽŚĂŵŵĂĚ^ĂĚŝƋ ;ϮϬϵͿϵϯϳͲϴϮϵϵ ŝƚǇŽĨ^ƚŽĐŬƚŽŶ WƌŽũĞĐƚDĂŶĂŐĞ ƌ DĞŐĂŶZĞƉŬĂ ;ϵϭϲͿϰϰϯͲϱϵϭϭ ƌĐŚEĞǆƵƐ ƌĐŚŝƚĞĐƚ
WĂƚƚǇ<ĂƌĂƉŝŶĂƌ ;ϱϯϬͿϯϬϲͲϳϮϵϲ ƌĐŚEĞǆƵƐ ƌĐŚŝƚĞĐƚ ,ĞƌŶĂŶDƵŶĂǇĐŽ ;ϲϮϲͿϯϳϱͲϬϵϲϰ 'ƌŝĨĨŝŶ^ƚƌƵĐƚƵƌĞƐ ŽŶƐƚƌƵĐƚŝŽŶ DĂŶĂŐĞƌ ƵƌƚŝƐŽƐƚĞůůĂ ;ϵϭϲͿϱϳϬͲϭϱϳϰ
KD
ŶŐŝŶĞĞƌŝŶŐ WsŽŶƐƵůƚĂŶ ƚ
WĂƵů^ĐŚŶĞŝĚĞƌ ;ϮϬϵͿϵϰϯͲϮϬϮϭ ^ŝĞŐĨƌŝĞĚ
ŶŐŝŶĞĞƌŝŶŐ ŝǀŝů
ŶŐ ŝŶĞĞƌ
:ŽĞƵǀĂů ;ϵϭϲͿϴϱϭͲϯϱϱϯ ĂƉŝƚĂů
ŶŐŝŶĞĞƌŝŶŐ DĞĐŚĂŶŝĐĂů
ŶŐŝŶ ĞĞƌ
ŽůůŝŶƐ
ůĞĐƚƌŝĐ
ůĞĐƚƌŝĐĂůŽŶƚƌĂĐƚŽƌ

^ŝƚĞsŝƐŝƚEŽƚĞƐ
sĞƌŝĨǇ/ŶƐƚĂůůĂƚŝŽŶŽĨD
W͕>ĂŶĚƐĐĂƉĞĂŶĚ^ŽůĂƌ
ƋƵŝƉŵĞŶƚ͘
tŝƚŶĞƐƐĐŽŶƐƚƌƵĐƚŝŽŶƉƌŽŐƌĞƐƐ

WƌŽũĞĐƚEK͘ϭϴϭϬϭϬ͘ϬϬ ĂƚĞŽĨsŝƐŝƚ͗DĂǇϭϬ͕ϮϬϮϯ

ŽŵŵŝƐƐŝŽŶŝŶŐ&ŝĞůĚZĞƉŽƌƚ

EXHIBIT 1
ŝ ƚ Ǉ Ž Ĩ ^ ƚ Ž Đ Ŭ ƚ Ž Ŷ ʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ

ŝƚǇŽĨ^ƚŽĐŬƚŽŶʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ
ŽŵŵŝƐƐŝŽŶŝŶŐ&ŝĞůĚZĞƉŽƌƚ WĂŐĞϮŽĨϳ

ŽŶƐƚƌƵĐƚŝŽŶWƌŽŐƌĞƐƐ

ĚƵĂƌĚŽŵĞƚŽŶͲƐŝƚĞǁŝƚŚĞǀĞƌǇŽŶĞůŝƐƚĞĚŽŶƚŚĞĂƚƚĞŶĚĞĞƐůŝƐƚĂďŽǀĞ͘
ϭ͘/E^d>>d/KE͗
WůƵŵďŝŶŐ
o
t,ͲϭůŽĐĂƚĞĚŝŶDĞĐŚͬ&ŝƌĞZŝƐĞƌϭϬϱ͗WĞƌĚĞƚĂŝůϯʹWϱϬϬƚŚĞĨŽůůŽǁŝŶŐĂƌĞŝŶĐŽŵƉůĞƚĞ͗ ĞǆƉĂŶƐŝŽŶƚĂŶŬƐƚƌĂƉŶŽƚŝŶƐƚĂůůĞĚ͕ƚŚĞƌŵŽŵĞƚĞƌŵŝƐƐŝŶŐ͕ƚĞŵƉƐĞŶƐŽƌŝŶĐŽŵƉůĞƚĞ͕ŐĂƚĞǀĂůǀĞ ĂĨƚĞƌĐŝƌĐƵůĂƚŝŽŶƉƵŵƉŵŝƐƐŝŶŐ͘
o ƵƐƚŽĚŝĂŶϭϬϯʹDŽƉ^ŝŶŬ&ŝǆƚƵƌĞŶŽƚŝŶƐƚĂůůĞĚ
o DĞŶ͛ƐZĞƐƚƌŽŽŵϭϮϳĂŶĚtŽŵĞŶ͛ƐZĞƐƚƌŽŽŵϭϮϴʹWůƵŵďŝŶŐĨŝǆƚƵƌĞƐŶŽƚŝŶƐƚĂůůĞĚ͘ o ZĞƐƚƌŽŽŵʹ/t,ͲϮĂŶĚƉůƵŵďŝŶŐĨŝǆƚƵƌĞƐŶŽƚŝŶƐƚĂůůĞĚ o ZĞƐƚƌŽŽŵϭϮϮʹ/t,ͲϯʹĞůĞĐƚƌŝĐĂůĐŽŶŶĞĐƚŝŽŶƐŝŶĐŽŵƉůĞƚĞ o ĚŵŝŶϭϮϯʹ/t,ͲϭʹEŽƚŝŶƐƚĂůůĞĚ
o ĚŵŝŶϭϮϯʹĐĂďŝŶĞƚƌǇͬƉůƵŵďŝŶŐĨŝǆƚƵƌĞƐŶŽƚŝŶƐƚĂůůĞĚ͘ ,s
o
ƋƵŝƉŵĞŶƚ/ĚĞŶƚŝĨŝĐĂƚŝŽŶŵŝƐƐŝŶŐƉĞƌ^ƉĞĐ^ĞĐƚŝŽŶϮϯϬϬϱϬͲϮ͘ϭϮ͗/ĚĞŶƚŝĨǇĞĂĐŚƉŝĞĐĞŽĨ ĞƋƵŝƉŵĞŶƚǁŝƚŚĂƉĞƌŵĂŶĞŶƚůǇĂƚƚĂĐŚĞĚĞŶŐƌĂǀĞĚďĂŬĞůŝƚĞƉůĂƚĞ͕ϭͬϮŝŶĐŚŚŝŐŚǁŚŝƚĞůĞƚƚĞƌƐŽŶ ďůĂĐŬďĂĐŬŐƌŽƵŶĚ͘
o ^ͲϭŝŶ
ůĞĐƚƌŝĐĂůϭϬϰʹŽŶĚĞŶƐĂƚĞůŝŶĞŶŽƚŝŶƐƚĂůůĞĚ͘dŚĞƌŵŽƐƚĂƚŶŽƚŝŶƐƚĂůůĞĚ͘ o ^ͲϮŝŶdĞůĞĐŽŵϭϮϲʹdŚĞƌŵŽƐƚĂƚŶŽƚŝŶƐƚĂůůĞĚ
o ͲϭĂŶĚͲϮƚŚĞƌŵŽƐƚĂƚƐŶŽƚŝŶƐƚĂůůĞĚ͘ZŽŽĨŵŽƵŶƚŝŶŐŝŶƐƚĂůůĂƚŝŽŶŝŶĐŽŵƉůĞƚĞ͘ o &hͲϵʹ
ůĞĐƚƌŝĐĂůĚŝƐĐŽŶŶĞĐƚŝŶƐƚĂůůĂƚŝŽŶŝŶĐŽŵƉůĞƚĞ͘
o &hͲϳʹdŚĞƌŵŽƐƚĂƚǁŝƚŚŝŶĐŽƌƌĞĐƚůĂďĞů
o &hͲϴʹdŚĞƌŵŽƐƚĂƚǁŝƚŚŝŶĐŽƌƌĞĐƚůĂďĞůĂŶĚĞůĞĐƚƌŝĐĂůĚŝƐĐŽŶŶĞĐƚŶŽƚŝŶƐƚĂůůĞĚ o &hͲϭͬ&hʹϲʹĞůĞĐƚƌŝĐĂůĚŝƐĐŽŶŶĞĐƚŶŽƚŝŶƐƚĂůůĞĚ o &hʹϭϮdŚĞƌŵŽƐƚĂƚŶŽƚŝŶƐƚĂůůĞĚ

>
dZ/>ʹ>/',d/E'
o >ŝŐŚƚŝŶŐĐŽŶƚƌŽůŝŶƐƚĂůůĂƚŝŽŶŶŽƚĐŽŵƉůĞƚĞ͘^ĞǀĞƌĂůĂƌĞĂƐǁŝƚŚŽƵƚůŝŐŚƚŝŶŐĐŽŶƚƌŽůƐ͘ o tŝƌŝŶŐŶŽƚĐŽŵƉůĞƚĞĨŽƌůŝŐŚƚŝŶŐĐŽŶƚƌŽůƉĂŶĞůƐĨŽƵŶĚŝŶƐƚŽƌĂŐĞϭϬϮ

>
dZ/>ʹWE
>KZ^
o WE
>,sʹŵŝƐƐŝŶŐĐŝƌĐƵŝƚďƌĞĂŬĞƌƐĨŽƌͲϭͬͲϮ
o WĂŶĞůďŽĂƌĚĐŝƌĐƵŝƚďƌĞĂŬĞƌƐŝŶĐŽŵƉůĞƚĞ͘Z&/ƐŶŽƚŝĐĞĚŽŶƉĂŶĞůďŽĂƌĚƐĐĂůůŝŶŐŽƵƚĨŽƌƌĞƉůĂĐĞŵĞŶƚ ŽĨĐŝƌĐƵŝƚďƌĞĂŬĞƌƐ͘

W,KdKsK>d
/
o
ůĞĐƚƌŝĐĂůĐŽŶŶĞĐƚŝŽŶƐƚŽƚŚĞŝŶǀĞƌƚĞƌƐĨŽƵŶĚŝŶĞůĞĐƚƌŝĐĂůƌŽŽŵϭϬϰŝŶĐŽŵƉůĞƚĞ͘
/ZZ/'d/KE
o >ĂŶĚƐĐĂƉĞĐŽŶƚƌĂĐƚŽƌĂĐƚŝǀŝƚŝĞƐŚĂǀĞŶŽƚƐƚĂƌƚĞĚ͘ůůůĂŶĚƐĐĂƉĞĐŽŶƐƚƌƵĐƚŝŽŶĂĐƚŝǀŝƚŝĞƐ ŝŶĐŽŵƉůĞƚĞ͘
EXHIBIT 1
ŝ ƚ Ǉ Ž Ĩ ^ ƚ Ž Đ Ŭ ƚ Ž Ŷ ʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ

ŝƚǇŽĨ^ƚŽĐŬƚŽŶʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ
ŽŵŵŝƐƐŝŽŶŝŶŐ&ŝĞůĚZĞƉŽƌƚ WĂŐĞϯŽĨϳ

ŽŶƐƚƌƵĐƚŝŽŶWƌŽŐƌĞƐƐ

Ϯ͘^dZdhW͗

ůĞĐƚƌŝĐĂůʹ>ŝŐŚƚŝŶŐ
o ĨƚĞƌŝŶƐƚĂůůĂƚŝŽŶŽĨůŝŐŚƚŝŶŐĐŽŶƚƌŽůƐĂŶĚƉĂŶĞůƐĂƌĞĐŽŵƉůĞƚĞ͕ůŝŐŚƚŝŶŐƐƚĂƌƚƵƉĐĂŶƚĂŬĞƉůĂĐĞ͘ o >ŝŐŚƚŝŶŐWƌŽŐƌĂŵŵŝŶŐ
o
ůĞĐƚƌŝĐĂůĐŽŶƚƌĂĐƚŽƌƚŽWƌŽǀŝĚĞ>ŝŐŚƚŝŶŐ^ƚĂƌƚƵƉZĞƉŽƌƚ o >ŝŐŚƚŝŶŐdͲϮϰĐĐĞƉƚĂŶĐĞdĞƐƚŝŶŐǁŝůůƌĞƋƵŝƌĞĂĐĐĞƉƚĂŶĐĞdĞƐƚdĞĐŚŶŝĐŝĂŶĞƌƚŝĨŝĐĂƚŝŽŶWƌŽǀŝĚĞƌ ;ddWͿ
o dͲϮϰĐĐĞƉƚĂŶĐĞdĞƐƚŝŶŐĚŽĐƵŵĞŶƚƐƚŽƉƌŽǀŝĚĞĚƚŽŽŵŵŝƐƐŝŽŶŝŶŐŐĞŶƚĨŽƌƌĞǀŝĞǁ͘ WůƵŵďŝŶŐ
o ĨƚĞƌŝŶƐƚĂůůĂƚŝŽŶŝƐĐŽŵƉůĞƚĞŽŶƚŚĞĞůĞĐƚƌŝĐǁĂƚĞƌŚĞĂƚĞƌĂŶĚŝŶƐƚĂŶƚĂŶĞŽƵƐǁĂƚĞƌŚĞĂƚĞƌƐ͕ ƐƚĂƌƚͲƵƉĐĂŶƚĂŬĞƉůĂĐĞ͘
o ŽŶƚƌĂĐƚŽƌƚŽĂĚũƵƐƚƚĞŵƉĞƌĂƚƵƌĞƚŽŵĞĞƚƐĞƚƉŽŝŶƚƐ͘ ,s
o ĨƚĞƌŝŶƐƚĂůůĂƚŝŽŶŝƐĐŽŵƉůĞƚĞŽĨƚŚĞ,sĞƋƵŝƉŵĞŶƚĂŶĚĞůĞĐƚƌŝĐĂůĐŽŶŶĞĐƚŝŽŶƐĂŶĚďƌĞĂŬĞƌƐ ŝŶƐƚĂůůĞĚ͕ŵĞĐŚĂŶŝĐĂůĐŽŶƚƌĂĐƚŽƌƐƚĂƌƚͲƵƉƚĞĐŚĐĂŶďĞŐŝŶƐƚĂƌƚƵƉŽĨƚŚĞƵŶŝƚƐ͘ o ŽŶƚƌĂĐƚŽƌƚŽƉƌŽǀŝĚĞƐƚĂƌƚͲƵƉƌĞƉŽƌƚƐŽĨĂůů,sĞƋƵŝƉŵĞŶƚ ŽŶƚƌŽůƐ
o ŽŶƚƌŽůƐĐŽŶƚƌĂĐƚŽƌĐĂŶďĞŐŝŶƐƚĂƌƚͲƵƉĂŶĚďĞŐŝŶƉƌŽŐƌĂŵŵŝŶŐ͘ o ŽŶƚƌŽůƐĐŽŶƚƌĂĐƚŽƌƚŽƉƌŽǀŝĚĞƉŽŝŶƚͲƚŽͲƉŽŝŶƚƌĞƉŽƌƚƚŽĐŽŵŵŝƐƐŝŽŶŝŶŐĂŐĞŶƚĨŽƌƌĞǀŝĞǁ͘ WŚŽƚŽǀŽůƚĞŝĐ
o ŽŵƉůĞƚŝŽŶŽĨĂůůǁŝƌŝŶŐƚŽďĞĐŽŵƉůĞƚĞƉƌŝŽƌƚŽƐƚĂƌƚƵƉ͘ o ŽŶƚƌĂĐƚŽƌƚŽƉƌŽǀŝĚĞƐƚĂƌƚƵƉƌĞƉŽƌƚƐĨŽƌƚŚĞƐǇƐƚĞŵ͘ /ƌƌŝŐĂƚŝŽŶ
o /ƌƌŝŐĂƚŝŽŶŝŶƐƚĂůůĂƚŝŽŶƉŚĂƐĞŶŽƚĐŽŵƉůĞƚĞ͘EŽƚƌĞĂĚǇĨŽƌƐƚĂƌƚƵƉͬ ϯ͘dĞƐƚĂŶĚĂůĂŶĐĞ;dͿ͗
dŽĨ,s
ƋƵŝƉŵĞŶƚ
o WƌŝŽƌƚŽƚĞƐƚĂŶĚďĂůĂŶĐĞŽĨ,sĞƋƵŝƉŵĞŶƚ͕ŵĞĐŚĂŶŝĐĂůĐŽŶƚƌĂĐƚŽƌƚŽƌĞƉůĂĐĞĂůůĐŽŶƐƚƌƵĐƚŝŽŶ ĨŝůƚĞƌƐǁŝƚŚϮ͟D
ZsͲϭϯĨŝůƚĞƌƐ͘
o ĨƚĞƌƐƵĐĐĞƐƐĨƵůƐƚĂƌƚƵƉ͕dĐŽŶƚƌĂĐƚŽƌƚŽďĞŐŝŶƚĞƐƚŝŶŐĂŶĚďĂůĂŶĐŝŶŐŽĨ,sĞƋƵŝƉŵĞŶƚ͘ o dƌĞƉŽƌƚƚŽďĞƉƌŽǀŝĚĞĚƚŽŽŵŵŝƐƐŝŽŶŝŶŐŐĞŶƚĨŽƌƌĞǀŝĞǁ͘ o DĞĐŚĂŶŝĐĂůĐŽŶƚƌĂĐƚŽƌƚŽƉƌŽǀŝĚĞŵĞĐŚĂŶŝĐĂůdͲϮϰĐĐĞƉƚĂŶĐĞ&ŽƌŵƐ͘ ϰ͘&ƵŶĐƚŝŽŶĂůdĞƐƚŝŶŐ͗
ŽŵŵŝƐƐŝŽŶŝŶŐĂŐĞŶƚǁŝůůďĞĨƵŶĐƚŝŽŶĂůůǇƚĞƐƚŝŶŐ,sΘŽŶƚƌŽůƐ͕>ŝŐŚƚŝŶŐ͕WůƵďŵŝŶŐ ƋƵŝƉŵĞŶƚ͕
WŚŽƚŽǀŽůƚĂŝĐĂŶĚ/ƌƌŝŐĂƚŝŽŶ͘ŽŶƚƌĂĐƚŽƌƚŽƉƌŽǀŝĚĞƚŚĞĚŽĐƵŵĞŶƚĂƚŝŽŶůŝƐƚĞĚŝŶƚŚĞĚĞůŝǀĞƌĂďůĞƐƐĞĐƚŝŽŶ͘

EXHIBIT 1
ŝ ƚ Ǉ Ž Ĩ ^ ƚ Ž Đ Ŭ ƚ Ž Ŷ ʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ

ŝƚǇŽĨ^ƚŽĐŬƚŽŶʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ
ŽŵŵŝƐƐŝŽŶŝŶŐ&ŝĞůĚZĞƉŽƌƚ WĂŐĞϰŽĨϳ

ĞůŝǀĞƌĂďůĞƐ

ƋƵŝƉŵĞŶƚƐƚĂƌƚƵƉƌĞƉŽƌƚƐ͕ŽŶƚƌŽůƐƐƚĂƌƚƵƉƌĞƉŽƌƚĂŶĚdĞƐƚĂŶĚĂůĂŶĐĞZĞƉŽƌƚƚŽďĞƐƵďŵŝƚƚĞĚďǇƚŚĞ ĐŽŶƐƚƌƵĐƚŝŽŶƚĞĂŵƉƌŝŽƌƚŽƚŚĞĨƵŶĐƚŝŽŶĂůƚĞƐƚŝŶŐ͘

dŝƚůĞϮϰĐĐĞƉƚĂŶĐĞ&ŽƌŵƐĂƐƐŚŽǁŶŽŶƚŚĞDƐŚĞĞƚĂŶĚ ƐŚĞĞƚĚƌĂǁŝŶŐƐĂƌĞ
ƌĞƋƵŝƌĞĚƚŽďĞĐŽŵƉůĞƚĞĚďǇĐĞƌƚŝĨŝĞĚĐĐĞƉƚĂŶĐĞƚĞƐƚŝŶŐƚĞĐŚŶŝĐŝĂŶƐĨŽƌďŽƚŚ >ŝŐŚƚŝŶŐĐŽŶƚƌŽůƐĂŶĚŵĞĐŚĂŶŝĐĂůĞƋƵŝƉŵĞŶƚ͘

ǆǁŝůůƉƌŽǀŝĚĞƚŚĞĨƵŶĐƚŝŽŶĂůƚĞƐƚƐĐƌŝƉƚƐĂŶĚƚŚĞĐŽŶƚƌĂĐƚŽƌƐŚĂůůĞǆĞĐƵƚĞƚŚĞƚĞƐƚƐ ŽŶϭϬϬйŽĨƚŚĞĞƋƵŝƉŵĞŶƚĂŶĚƚŚĞŶůĂƚĞƌ͕ĚĞŵŽŶƐƚƌĂƚĞƐƵĐĐĞƐƐĨƵůŽƉĞƌĂƚŝŽŶŽĨ ĞƋƵŝƉŵĞŶƚƉĞƌƚŚĞƚĞƐƚƐĐƌŝƉƚƐƚŽƚŚĞǆ͘

ŽŶƐƚƌƵĐƚŝŽŶƚĞĂŵƚŽƉƌŽǀŝĚĞƚƌĂŝŶŝŶŐĂŐĞŶĚĂƐĨŽƌĂůůĐŽŵŵŝƐƐŝŽŶĞĚƐǇƐƚĞŵƐƉĞƌƚŚĞ ƐƉĞĐŝĨŝĐĂƚŝŽŶƌĞƋƵŝƌĞŵĞŶƚƐĂŶĚŝŶĐůƵĚĞƚƌĂŝŶŝŶŐĂĐƚŝǀŝƚŝĞƐŝŶƚŚĞƉƌŽũĞĐƚƐĐŚĞĚƵůĞƐŽƚŚĞŝƚǇŽĨ^ƚŽĐŬƚŽŶ ƐƚĂĨĨŚĂƐĂŵƉůĞƚŝŵĞƚŽƐĐŚĞĚƵůĞƚŚĞĂƚƚĞŶĚĂŶĐĞĂĐĐŽƌĚŝŶŐůǇ͘

t,Ͳϭ dǇƉŝĐĂůŽĨͲϭĂŶĚͲϮ

EXHIBIT 1
ŝ ƚ Ǉ Ž Ĩ ^ ƚ Ž Đ Ŭ ƚ Ž Ŷ ʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ

ŝƚǇŽĨ^ƚŽĐŬƚŽŶʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ
ŽŵŵŝƐƐŝŽŶŝŶŐ&ŝĞůĚZĞƉŽƌƚ WĂŐĞϱŽĨϳ

^Ͳϭ ^ƚŽƌĂŐĞϭϬϮʹ>ŝŐŚƚŝŶŐŽŶƚƌŽůWĂŶĞů

ƵƐƚŽĚŝĂŶϭϬϯ ZĞƐƚƌŽŽŵ

EXHIBIT 1
ŝ ƚ Ǉ Ž Ĩ ^ ƚ Ž Đ Ŭ ƚ Ž Ŷ ʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ

ŝƚǇŽĨ^ƚŽĐŬƚŽŶʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ
ŽŵŵŝƐƐŝŽŶŝŶŐ&ŝĞůĚZĞƉŽƌƚ WĂŐĞϲŽĨϳ

/t,Ͳϯ ĚŵŝŶϭϮϯ

ZĞƐƚƌŽŽŵ ,sŽŶƚƌŽůWĂŶĞů

EXHIBIT 1
ŝ ƚ Ǉ Ž Ĩ ^ ƚ Ž Đ Ŭ ƚ Ž Ŷ ʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ

ŝƚǇŽĨ^ƚŽĐŬƚŽŶʹE
^ƚŽĐŬƚŽŶ>ŝďƌĂƌǇΘZĞĐ͘ĞŶƚĞƌ
ŽŵŵŝƐƐŝŽŶŝŶŐ&ŝĞůĚZĞƉŽƌƚ WĂŐĞϳŽĨϳ

>ĂŶĚƐĐĂƉĞ

EXHIBIT 1
ϭϭϬϮϬ^ƵŶĞŶƚĞƌƌŝǀĞ͕ηϭϬϬ
ZĂŶĐŚŽŽƌĚŽǀĂ͕ϵϱϲϳϬ
KĨĨŝĐĞ͗ϵϭϲ͘ϴϱϭ͘ϯϱϬϬ
&Ăǆ͗ϵϭϲ͘ϲϯϭ͘ϰϰϮϰ
ĐĂƉŝƚĂůͲĞŶŐŝŶĞĞƌŝŶŐ͘ĐŽŵ

&ŝĞůĚKďƐĞƌǀĂƚŝŽŶ

ĂƚĞ͗ ϱͬϯϭͬϮϯ
dŽ͗ DĞŐĂŶZĞƉŬĂ
^ĞŶƚǇ͗ :ŽĞƵǀĂů

WƌŽũĞĐƚEĂŵĞ͗ ŝƚǇŽĨ^ƚŽĐŬƚŽŶE
>ŝďƌĂƌǇĂŶĚZĞĐƌĞĂƚŝŽŶĞŶƚĞƌ
WƌŽũĞĐƚEŽ͗͘ ϭϴϭϬϭϬ͘ϬϬ
^ƵďũĞĐƚ͗ &ŝĞůĚKďƐĞƌǀĂƚŝŽŶZĞƉŽƌƚ

KŶDĂǇϭϬ͕ϮϬϮϯ͕ĂƉŝƚĂů
ŶŐŝŶĞĞƌŝŶŐĐĂƌƌŝĞĚŽƵƚĂĨŝĞůĚŽďƐĞƌǀĂƚŝŽŶ͘dŚĞŽďũĞĐƚŝǀĞŽĨƚŚŝƐǀŝƐŝƚǁĂƐƚŽ ŽďƐĞƌǀĞĂŶĚƌĞĐŽƌĚƚŚĞĐƵƌƌĞŶƚƐƚĂƚĞŽĨĐŽŶƐƚƌƵĐƚŝŽŶƉƌŽŐƌĞƐƐ͕ŝĚĞŶƚŝĨǇĂŶǇƌĞŵĂŝŶŝŶŐƚĂƐŬƐ͕ĂŶĚŚŝŐŚůŝŐŚƚ ĂŶǇĚŝƐĐƌĞƉĂŶĐŝĞƐďĞƚǁĞĞŶƚŚĞŝŶƐƚĂůůĞĚǁŽƌŬĂŶĚƚŚĞĚƌĂǁŝŶŐƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͘dŚĞĨŽůůŽǁŝŶŐŝƚĞŵƐ ĂƌĞŶŽƚŵĞĂŶƚƚŽďĞĂĐŽŵƉƌĞŚĞŶƐŝǀĞůŝƐƚďƵƚƌĂƚŚĞƌƐĞƌǀĞĂƐĂŐƵŝĚĞĨŽƌƚŚĞĐŽŶƚƌĂĐƚŽƌƚŽĞŶƐƵƌĞ ĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞĐŽŶƚƌĂĐƚĚŽĐƵŵĞŶƚƐĂŶĚĂĐŚŝĞǀĞƐƵĐĐĞƐƐĨƵůƉƌŽũĞĐƚĐŽŵƉůĞƚŝŽŶ͘ ,s͗
ϭ͘ WƌŽǀŝĚĞĞƋƵŝƉŵĞŶƚůĂďĞůƐƉĞƌ^ƉĞĐŝĨŝĐĂƚŝŽŶ^ĞĐƚŝŽŶϮϯϬϬϱϬʹϮ͘ϭϮ͘ Ϯ͘ dĞŵƉŽƌĂƌǇĐŽŶƐƚƌƵĐƚŝŽŶĨŝůƚĞƌƐŽďƐĞƌǀĞĚŝŶƐŽŵĞŵĞĐŚĂŶŝĐĂůƵŶŝƚƐ͘WƌŽǀŝĚĞŶĞǁĂŝƌĨŝůƚĞƌƐ ;D
ZsƌĂƚŝŶŐƉĞƌƐĐŚĞĚƵůĞƐŽŶĚƌĂǁŝŶŐƐͿ͘
ϯ͘ ĨƚĞƌ,sƐǇƐƚĞŵƐĂƌĞĨƵůůǇŝŶƐƚĂůůĞĚ͕ĐŽŶƚƌĂĐƚŽƌƐŚĂůůƉĞƌĨŽƌŵƐƚĂƌƚͲƵƉ͕ĂŶĚƚĞƐƚĂŶĚďĂůĂŶĐĞ ƉĞƌ^ƉĞĐŝĨŝĐĂƚŝŽŶ^ĞĐƚŝŽŶϮϯϬϱϵϯ͘
ϰ͘ WŝƉŝŶŐƐŚĂůůďĞůĂďĞůĞĚƉĞƌ^ƉĞĐŝĨŝĐĂƚŝŽŶ^ĞĐƚŝŽŶϮϯϬϬϱϬʹϮ͘ϭϯ͘
ϱ͘ ĨĞǁŐƌŝůůĞƐĂŶĚĂŝƌĚŝƐƚƌŝďƵƚŝŽŶŝƚĞŵƐǁĞƌĞŽďƐĞƌǀĞĚĂƐŽƉĞŶ͘dŚĞƐĞƐŚĂůůďĞĐůŽƐĞĚŽĨĨĚƵƌŝŶŐ ĐŽŶƐƚƌƵĐƚŝŽŶƚŽƉƌŽƚĞĐƚĂŐĂŝŶƐƚĚƵƐƚŝŶƚƌƵƐŝŽŶ͘
ϲ͘ ƚƚĂĐŚ
&ͲϯƚŽĐƵƌď͘hŶŝƚĂƉƉĞĂƌƐƚŽŶŽƚďĞƐĐƌĞǁĞĚĚŽǁŶ͘
EXHIBIT 1
3DJHRI
ϳ͘ ĨĞǁŝŶƐƚĂŶĐĞƐŽĨĨůĞǆŝďůĞĚƵĐƚĂƌĞ͞ƉŝŶĐŚĞĚ͟ǁŚĞƌĞƚŚĞǇĂƚƚĂĐŚƚŽĐĞŝůŝŶŐŐƌŝůůĞƐͬĚŝĨĨƵƐĞƌƐ͘ &ůĞǆŝďůĞĚƵĐƚǁŽƌŬƐŚĂůůďĞŝŶƐƚĂůůĞĚƚŽŵŝŶŝŵŝǌĞƐŚĂƌƉƌĂĚŝƵƐƚƵƌŶƐĂŶĚŽĨĨƐĞƚƐƉĞƌ^ƉĞĐŝĨŝĐĂƚŝŽŶ ^ĞĐƚŝŽŶϮϯϴϬϬϬʹϯ͘ϭϬ/͘
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ZĞƉĂŝƌŵĂŝŶĞŶƚƌǇĚŽŽƌƚŚƌĞƐŚŽůĚΖƐĐŽŶĐƌĞƚĞŐĂƉ DĂŝŶĞŶƚƌǇĚŽŽƌ͕ ƐŽƵƚŚĐŽƌŶĞƌ /ĨŐĂƉŝƐŶŽƚƌĞƉĂŝƌĞĚ͕ŝƚĐŽƵůĚĐƌĞĂƚĞĂǁĞĂŬƉŽŝŶƚĂŶĚůĞĂĚƚ Ž ĨƵƌƚŚĞƌĐŽŶĐƌĞƚĞĚĂŵĂŐĞŽƌďƌĞĂŬĂŐĞ͘/ĨƚŚƌĞƐŚŽůĚƐĂŶĚĂĚũĂĐĞŶƚ ŵĂƚĞƌŝĂůƐĂƌĞƉůĂĐĞĚ͕ŝƚŵĂǇďĞĚŝĨĨŝĐƵůƚƚŽƌĞƉĂŝƌǁŝƚŚŽƵƚƌĞŵ ŽǀĂů ŽĨĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐ
ZĞƉĂŝƌƵŶĂƉƉƌŽǀĞĚĐŽŶĐƌĞƚĞƐůĂďĞĚŐĞĐŚŝƉƉĞĚ;ƵƉ
ƚŽĂŶϭΗͿĨŽƌŵŝƐĂůŝŐŶĞĚďĂƐĞƉůĂƚĞŝŶƐƚĂůů
ĂƚWĞƌĨŽƌĂƚĞĚWĂŶĞůƌƚWŝĞĐĞ
ƐƚƌƵĐƚƵƌĞĨŽƵŶĚĂƚŝŽŶ͕ϱ
ůŽĐĂƚŝŽŶƐ
;ǀŝĨͿ
hŶĂƉƉƌŽǀĞĚĐŽŶĐƌĞƚĞƐůĂďĞĚŐĞĐŚŝƉƉĞĚƵƉƚŽϭΗ͕
ǀĂƉŽƌďĂƌƌŝĞƌƌĞŵŽǀĞĚ͘ŽŶƚƌĂĐƚŽƌŶŽƚĂĚĚƌĞƐƐĞĚ
ƉĞƌKZΖƐŝƐƐƵĞĚ&ŝĞůĚZĞƉŽƌƚƐ
/ĨƌĞďĂƌĐŽǀĞƌŝƐŶŽƚŵĂŝŶƚĂŝŶĞĚ͕ƚŚŝƐĐŽŶĚŝƚŝŽŶĐŽƵůĚůĞĂĚƚŽ Ă ǁĞĂŬĞŶĞĚůŽĐĂƚŝŽŶƚŚĂƚĐŽƵůĚůĞĂĚƚŽĨƵƌƚŚĞƌĐŽŶĐƌĞƚĞĚĂŵĂŐĞ ƚŚĂƚĞǆƉŽƐĞƐƌĞďĂƌƚŽĞůĞŵĞŶƚƐĂŶĚĐŽƵůĚĐĂƵƐĞƌƵƐƚŽĨƚŚĞ ŵĂƚĞƌŝĂů͘/ĨŵĂƚĞƌŝĂůƐǁĞƌĞďƵŝůƚĂƌŽƵŶĚƚŚĞĐŚŝƉƉĞĚĐŽŶĐƌĞƚĞ ůŽĐĂƚŝŽŶƐ͕ŝƚĐŽƵůĚďĞĚŝĨĨŝĐƵůƚƚŽƌĞƉĂŝƌǁŝƚŚŽƵƚƌĞŵŽǀĂůŽĨĂ ĚũĂĐĞŶƚ ŝƚĞŵƐ͘/ŶĂĚĚŝƚŝŽŶ͕ůŝŵŝƚĞĚĐŽŶĐƌĞƚĞĐŽǀĞƌĐĂŶůĞĂĚƚŽĂǁĞĂŬĞŶĚ ŵĂƚĞƌŝĂůĂŶĚůĞĂĚƚŽĨƵƌƚŚĞƌŵĂƚĞƌŝĂůďƌĞĂŬĚŽǁŶ
ZĞƉĂŝƌĐŽŶĐƌĞƚĞĨůŽŽƌĐƵƌůŝŶŐĚŽǁŶƚŽƉůĂŶƐĨůŽŽƌ
ĞůĞǀĂƚŝŽŶ ŽŵŵƵŶŝƚǇĞŶƚĞƌ͕'Ǉŵ WĞƌŽŶƐƵůƚĂŶƚƐƌĞƉŽƌƚΘǁĂƚĞƌƐƵƌǀĞǇ ĞƉĞŶĚŝŶŐŽŶŽǁŶĞƌĚŝƌĞĐƚŝŽŶ͕ĂƌĞĂŽĨƌĞƉĂŝƌĐŽƵůĚůĞĂĚƚŽ ĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐďĞŝŶŐƌĞŵŽǀĞĚƚŽĂůůŽǁĨŽƌƌĞƉĂŝƌĚĞƚĞƌŵŝŶĞĚ ͘ &ŽƌĞǆĂŵƉůĞƐ͕ǁĂůůƐ͕ĨůŽŽƌŝŶŐĨŝŶŝƐŚĞƐ͕ƚŚƌĞƐŚŽůĚƐĂŶĚƐƚŽƌĞĨƌŽ Ŷƚ ĐŽƵůĚďĞŝŵƉĂĐƚĞĚ͘
ZĞƉĂŝƌƵŶůĞǀĞůĞĚĨůŽŽƌƐůĂď dŚƌŽƵŐŚŽƵƚŝŶƚĞƌŝŽƌƐůĂď
ŽŶƐƵůƚĂŶƚƐǁĂƚĞƌůĞǀĞůƐƵƌǀĞǇƐŚŽǁƐĨůŽŽƌ
ƵŶĞǀĞŶƐůĂďĞǆĐĞĞĚƐϭͬϴΗĂƚĞǀĞƌǇϭϬĨƚǁŝƚŚ
ŶƵŵĞƌŽƵƐĚŝƉƐ
ĂŶĚǀĂůůĞǇƐ
ĞƉĞŶĚŝŶŐŽŶŽǁŶĞƌĚŝƌĞĐƚŝŽŶ͕ĂƌĞĂŽĨƌĞƉĂŝƌĐŽƵůĚůĞĂĚƚŽ ĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐďĞŝŶŐƌĞŵŽǀĞĚƚŽĂůůŽǁĨŽƌƌĞƉĂŝƌĚĞƚĞƌŵŝŶĞĚ ͘ &ŽƌĞǆĂŵƉůĞƐ͕ǁĂůůƐ͕ĨůŽŽƌŝŶŐĨŝŶŝƐŚĞƐ͕ƚŚƌĞƐŚŽůĚƐĂŶĚƐƚŽƌĞĨƌŽ Ŷƚ ĐŽƵůĚďĞŝŵƉĂĐƚĞĚ͘
ZĞƉĂŝƌŝŶƚĞƌŝŽƌƐůĂďĐŽŶĐƌĞƚĞƐƉĂůůŝŶŐ ƚŚƌŽƵŐŚŽƵƚŝŶƚĞƌŝŽƌƐůĂď ^ƉĂůůŝŶŐŶŽƚŝĐĞĚĂƚůŽďďǇĂƌĞĂ͕ŽǀĞƌĨůŽŽƌďŽǆĞƐ͕Ăƚ ŐƌĂƚĞ͕ŽƚŚĞƌƐ tŝƚŚŽƵƚďĞŝŶŐĂĚĚƌĞƐƐĞĚ͕ƐƉĂůůŝŶŐĂŶĚĐƌĂĐŬŝŶŐĐŽƵůĚĐŽŶƚŝŶƵĞ ZĞƉĂŝƌĐŽŶĐƌĞƚĞƐƉĂůůŝŶŐΘĐŚŝƉƉŝŶŐĂůŽŶŐŐƌĂƚĞƐ
ĞĚŐĞƐΘ
ĐŽƌŶĞƌƐ

ŶƚƌǇĚŽŽƌΖƐĨůŽŽƌŐƌĂƚĞ tŝƚŚŽƵƚďĞŝŶŐĂĚĚƌĞƐƐĞĚ͕ƐƉĂůůŝŶŐĂŶĚĐƌĂĐŬŝŶŐĐŽƵůĚĐŽŶƚŝŶƵĞĂŶĚ ĐŽƵůĚůĞĂĚƚŽĨƵƌƚŚĞƌĚĂŵĂŐĞƚŽƚŚĞƐůĂďĂŶĚĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐ ZĞƉĂŝƌƉĂƌŬŝŶŐůŽƚΖƐĐŚŝƉƉĞĚ͕ĐƌĂĐŬĞĚΘďƌŽŬĞŶĐƵƌďƐ ǀĂƌŝŽƵƐůŽĐ ĂƚŝŽŶƐ͕ǀŝĨ /ĨůĂŶĚƐĐĂƉŝŶŐŝƐŝŶƐƚĂůůĞĚŶĞǆƚƚŽƚŚĞƐĞĐƵƌďƐ͕ƚŚĞƌĞƉĂŝƌĐŽƵ ůĚ ƌĞƋƵŝƌĞŶĞǁůĂŶĚƐĐĂƉŝŶŐƚŽďĞƌĞŵŽǀĞĚĂŶĚƌĞƉůĂĐĞĚƚŽĐŽƌƌĞĐƚ ƚŚĞǁŽƌŬ͘
ZĞƉĂŝƌΘĨŝůůƌĞŵŽǀĞĚĨůŽŽƌƐůĞĞƉĞƌƐĂŶĐŚŽƌŚŽůĞƐ
ŝŶĐůƵĚŝŶŐ
ƐůĂďĐƌĂĐŬŝŶŐ
>ŝďƌĂƌǇƐůĂďĐŚŝůĚƌĞŶƐĂƌĞĂ tŝƚŚŽƵƚƌĞƉĂŝƌ͕ĨƵƌƚŚĞƌǁĞĂƌŽŶƚŚĞƐĞǁĞĂŬĞŶĚĂƌĞĂƐŽĨĐŽŶĐƌĞƚĞ ĐŽƵůĚĐŽŶƚŝŶƵĞƚŽƐĞĞĨƵƌƚŚĞƌĚĂŵĂŐĞĂŶĚĐƌĂĐŬŝŶŐ͘
KEZ
d

/Ed
Z/KZ
EKd
^
>ŝƐƚŝƐŶŽŶĞǆŚĂƵƐƚŝǀĞĂŶĚŽƚŚĞƌŝƚĞŵƐŵĂǇďĞĂĚĚĞĚĚƵĞƚŽŽŶŐŽŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ ŽŶƚƌĂĐƚŽƌƌĞƐƉŽŶƐŝďůĞƚŽǀĞƌŝĨǇŝŶĨŝĞůĚƐŝŵŝůĂƌŝƐƐƵĞƐĂƚŽƚŚ ĞƌůŽĐĂƚŝŽŶƐ Table 1
EXHIBIT 1
DŽůĚƌĞŵĞĚŝĂƚŝŽŶĂƚŝŶƚĞƌŝŽƌǁĂůůƐ ϳĂƌĞĂƐŝĚĞŶƚŝĨŝĞĚ ,ĂǌŵĂƚŽŶƐ ƵůƚĂŶƚΖƐZĞƉŽƌƚ/ƐƐƵĞĚ WŽƚĞŶƚŝĂůŝŵƉĂĐƚƚŽĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐƐƵĐŚĂƐƌĞŵŽǀĂůŽĨƐŝůů ĨůĂƐŚŝŶŐ͕ǁĂůůĂƐƐĞŵďůǇ͕ŝŶƐƵůĂƚŝŽŶĂŶĚŐǇƉďŽĂƌĚ͘/ĨŵĂƚĞƌŝĂůƐ ƐƵĐŚ ĂƐĐĂƐĞǁŽƌŬǁĞƌĞĂůƐŽŝŶƐƚĂůůĞĚ͕ƚŚŝƐĐŽƵůĚŵĂŬĞŝƚĚŝĨŝĐƵůƚƚŽ ĂƉƉƌŽƉƌŝĂƚĞůǇƌĞƉĂŝƌĂůůŶĞĐĞƐƐĂƌǇŝƚĞŵƐ
ZĞƉůĂĐĞǁĂƚĞƌǁĂůůĚƌǇǁĂůůĚĂŵĂŐĞƐƚƵĚǇƌŽŽŵ ƐƚƵĚǇƌŽŽŵǁĂůů ,Ăǌŵ ĂƚŽŶƐƵůƚĂŶƚΖƐZĞƉŽƌƚ/ƐƐƵĞĚ ZĞƉůĂĐĞǁĂƚĞƌǁĂůůĚƌǇǁĂůůĚĂŵĂŐĞĂĚŵŝŶŽĨĨŝĐĞƐ ĚŵŝŶǁŝŶĚŽǁƐ ,Ăǌ ŵĂƚŽŶƐƵůƚĂŶƚΖƐZĞƉŽƌƚ/ƐƐƵĞĚ ZĞƉĂŝƌĚƌǇǁĂůůǁŝŶĚŽǁƐŝůůƐ ĚŵŝŶǁŝŶĚŽǁƐ
WĂƚĐŚŝŶŐĐŽŶĚƵŝƚǁĂůůƉĞŶĞƚƌĂƚŝŽŶƐ ŽŵŵƵŶŝƚǇZŵƐƵƉƉĞƌŶŽƌƚŚ ǁĂůů ZĞĨĞƌƚŽKZΖƐĨŝĞůĚƌĞƉŽƌƚ
ĨŝǆĚƌǇǁĂůůĨŝŶŝƐŚĂƌŽƵŶĚĚŽŽƌĐĂƐŝŶŐƐ ǀĂƌŝŽƵƐŝŶƚĞƌŝŽƌĚŽŽƌĐĂƐ ŝŶŐ ZƵƐƚŝŶƐŝĚĞĞůĞĐƚƌŝĐĂůĨůŽŽƌďŽǆĞƐ ůŽďďǇ͕ůŝďƌĂƌǇĨůŽŽƌƐ tŝƚŚŽƵƚƌĞƉĂŝƌ͕ƚŚŝƐĚĂŵĂŐĞĚŵĂƚĞƌŝĂůĐŽƵůĚĨƵƌƚŚĞƌĚĞŐƌĂĚĞĂŶĚ ŝƚƐŝŶƚĞŐƌŝƚǇĐŽƵůĚďĞĐŽŵƉƌŽŵŝƐĞĚ͘ĞƉĞŶĚŝŶŐŽŶĨůŽŽƌŝŶŐĨŝŶŝƐ Ś ŵĂƚĞƌŝĂů͕ƉŽƌƚŝŽŶƐŽĨĨůŽŽƌŝŶŐĐŽƵůĚŶĞĞĚƚŽďĞƌĞŵŽǀĞĚƚŽƌĞƉĂŝƌ ŽƌƌĞĐƚůŝŐŚƚĨŝǆƚƵƌĞƐĐĞŶƚĞƌŝŶŐΘĂůŝŐŶŝŶŐĂƚĚƌƉĐůŐ ĂƌĞĂƐ ĂƚŐƌŝĚĐůŐĂƌĞĂƐ ZĞĨĞƌƚŽKZΖƐĨŝĞůĚƌĞƉŽƌƚ͕ƉůĂŶƐ WĞƌĐŽŶƚƌĂĐƚŽƌĞŵĂŝůƚŚŝƐŚĂĚďĞĞŶĂĚĚƌĞƐƐĞĚ͕KZǁŝůůǀĞƌŝĨǇŽ Ŷ ŶĞǆƚƐŝƚĞǀŝƐŝƚ
ZĞǁŽƌŬƚŽŵĂŬĞKƉĞƌĂďůĞtŝŶĚŽǁƐŽŵƉůŝĂŶƚ ƚĂůůŽƉĞƌĂďůĞǁŝ ŶĚŽǁƐ ĞƉĞŶĚŝŶŐŽŶƐŽůƵƚŝŽŶ͕ĂĚũĂĐĞŶƚďƵŐƐĐƌĞĞŶƐŽƌŽƚŚĞƌŵĂƚĞƌŝĂůƐ ĐŽƵůĚďĞŝŵƉĂĐƚĞĚďǇƌĞƉĂŝƌ
/ŶĐŽŶƐŝƐƚĞŶƚŝŶƐƚĂůůĞĚŚĞŝŐŚƚƐŽĨƐŽůĂƚƵďĞƐƐŬǇůŝŐŚƚƐ KƉĞŶĞŝůŝ ŶŐƌĞĂƐ ZĞĨĞƌƚŽKZΖƐĨŝĞůĚƌĞƉŽƌƚ ĂŵĂŐĞĐĞŝůŝŶŐŐƌŝĚ ĐŽŵŵƵŶŝƚǇƌŵ͕ĂĚŵŝŶƌŵ͕s/& ZĞĨĞƌƚŽKZΖƐĨŝ ĞůĚƌĞƉŽƌƚ /ĨŶŽƚƌĞƉĂŝƌĞĚ͕ĚĂŵĂŐĞĚĐĞŝůŝŶŐŐƌŝĚĐŽƵůĚŶŽƚƉƌŽƉĞƌůǇƐƵƉƉŽƌ ƚĂ ĐĞŝůŝŶŐƚŝůĞŝĨŝŶƐƚĂůůĞĚĂŶĚĐŽƵůĚĐĂƵƐĞĨƵƚŚĞƌĚĂŵĂŐĞƚŽƚŚĞƐ Ğ ŵĂƚĞƌŝĂůƐ
ĂŵĂŐĞĚĚŽŽƌĐĂƐŝŶŐĐŽƌŶĞƌ ŐǇŵΖƐĞůĞĐƚƉĂŶĞůƌŽŽŵ
ZĞĨŝŶŝƐŚĞǆƉŽƐĞĚƐƚĞĞůĐŽůƵŵŶƐĂŶĚƐƚƌƵĐƚƵƌĞƉĞƌ
ƉƌĞƉΘ
ƉĂŝŶƚƐƉĞĐŝĨŝĐĂƚŝŽŶƐ
>ŽďďǇ͕ĞůĞĐƚƉĂŶĞůƌŽŽŵ͕s/&
ŽƚŚĞƌ
ůŽĐĂƚŝŽŶƐ
ƉĂƚĐŚĚƌǇǁĂůů ŐǇŵͬƐƐƚŽƌĂŐĞƌŽŽŵĂĚũĂĐĞŶƚ
ůŽĐŬĞƌƌŽŽŵƐ ĚƵĞƚŽĐĞŵĞŶƚďŽĂƌĚĂŶĐŚŽƌŝŶŐ
ZĞĨŝŶŝƐŚĞǆƉŽƐĞĚĚƵĐƚŝŶŐ >ŽďƌƌǇĂƌĞĂ
/ĨĨůĂŬŝŶŐƉĂŝŶƚŝƐŶŽƚĨŝǆĞĚŝƚĐŽƵůĚƐŽŝůŽƚŚĞƌĂĚũĂĐĞŶƚŵĂƚĞ ƌŝĂůƐĂŶĚ ŝŵƉĂĐƚŝŶĚŽŽƌĂŝƌƋƵĂůŝƚǇ
ĨŝǆĚƌǇǁĂůůĂƌŽƵŶĚĚŽƵďůĞĚŽŽƌƐ 'ǇŵĚŽƵďůĞĚŽŽƌƐ
ZĞǁŽƌŬĨůĂƚǁŽƌŬĂƌĞĂƐŝŶĐůŐƌĂĚĞƐ͕ƉĞƌŝƐƐƵĞĚƐƉĞĐŝĂů
ŝŶƐƉĞĐƚŝŽŶƐƌĞƉŽƌƚ
ĨůĂƚǁŽƌŬĂƌĞĂƐŝŶĐůƵĚŝŶŐƉůĂǌĂƐ͕
ĐŽƵƌƚǇĂƌĚ͕ǁĂůŬǁĂǇƐ͕Ğǆƚ
ďĂƐŬĞƚďĂůů͕ŽƚŚĞƌƐ
WĞƌŝŶƐƉĞĐƚŝŽŶƌĞƉŽƌƚ ĂŶǇƐĂƚƵƌĂƚĞĚŽƌƐƵďŐƌĂĚĞŚĂƐƚŚĞƉŽƚĞŶƚŝĂůƚŽĐƌĞĂƚĞ ŵŽǀĞŵĞŶƚŝƐƐƵĞƐ͘
/ŶĐŽŵƉůĞƚĞƐĞĂůĂŶƚĂƌŽƵŶĚǁŝŶĚŽǁƐΘĚŽŽƌƐ͕
ƵŶĨŝŶŝƐŚĞĚ sĂƌŝŽƵƐĞǆƚǁŝŶĚŽǁƐΘĚŽŽƌƐ 'ƚŽƉƌŽǀŝĚĞƐƚĂƚƵƐĨŽƌĞĂĐŚŽƉĞŶŝŶŐ͕ ŝŶĐŽŶƐŝƐƚĞŶƚǁŽƌŬƚŚƌŽƵŐŚŽƵƚĚŝĨĨĞƌĞŶƚŽƉĞŶŝŶŐƐ
/ŶĐŽŵƉůĞƚĞƐĞĂůĂŶƚĐŽƵůĚůĞĂĚƚŽŵŽŝƚƵƌĞŝŶƚƌƵƐŝŽŶĂŶĚĚĂŵĂŐĞ ĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐƚŚĂƚŵĂǇŶĞĞĚƚŽďĞƌĞƉůĂĐĞĚ

yd
Z/KZtKZ<
Table 1
EXHIBIT 1
DŝƐƐŝŶŐĐůĞƌĞƐƚŽƌǇƐŝůůͬŵĞƚĂůǁĂůůĐĂƉ ŐǇŵŶŽƌƚŚĞůĞǀĂƚŝŽŶĂůŽŶŐ ĐůĞƌĞƐƚŽƌǇƐŝůů
ǆƉŽƐĞĚŝŶƐƵůĂƚŝŽŶƉĂŶĞůƐ /ŶĐŽŵƉůĞƚĞĨůĂƐŚŝŶŐĂŶĚƐŝůůƐĐŽƵůĚůĞĂĚƚŽŵŽŝƐƚƵƌĞŝŶƚƌƵƐŝŽŶ ŝƐƐƵĞƐ ĂŶĚĚĂŵĂŐĞĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐ
ZĞƉĂŝƌƐŚĞĞƚŵƚůǁŽƌŬĂƚǁŝŶĚŽǁƐΘĚŽŽƌƐ ǀĂƌŝŽƵƐǁŝŶĚŽǁƐΘĚŽŽƌƐ ƐŚƚŵƚůƐƵďƐƚĂŶĚĂƌĚ͕ďĞŶƚ͕ƌŽƵŐŚĐƵƚ /ŶĐŽŵƉůĞƚĞĨůĂƐŚŝŶŐŽƌĨůĂƐŚŝŶŐƚŚĂƚŝƐŶŽƚƉƌŽƉĞƌůǇůĂƉƉĞĚ͕ĐŽ ƵůĚ ůĞĂĚƚŽŵŽŝƐƚƵƌĞŝŶƚƌƵƐŝŽŶŝƐƐƵĞƐĂŶĚĚĂŵĂŐĞĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐ ĞŵĞŶƚďŽĂƌĚŝŶƐƚĂůůĞĚƉĂŶĞůƐĚĂŵĂŐĞ͕ĐŚŝƉƉĞĚ
ĚĞƚĂŝůƐ ƚŚƌŽƵŐŚŽƵƚĞůĞǀĂƚŝŽŶƐ ŽŶƚƌĂĐƚŽƌ WŽƚĞŶƚŝĂů&ŝďĞƌĞŵĞŶƚƉĂŶĞůƌĞƉůĂĐĞŵĞŶƚĐŽƵůĚůĞĂĚƚŽƌĞŵŽǀĂůŽĨ ĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐĚƵĞƚŽƉƌŽĐĞƐƐŽĨƉĂŶĞůƌĞŵŽǀĂů
ZĞĂĚũƵƐƚŝŶƐƚĂůůĞĚĐĞŵĞŶƚďŽĂƌĚ EŽƌƚŚ
ůĞǀĂƚŝŽŶ WĞƌƐƉĞĐ͕ŽŶůǇƐŝŶŐůĞŝŶƐƚĂůůĞƌĂůůŽǁĞĚ͘'ŵĂĚĞ ĂǁĂƌĞƚŚĂƚŝŶĐůƵĚĞƐĂŶǇĨŝĞůĚǁŽƌŬŽŶƉĂŶĞůƐ
WŽƚĞŶƚŝĂů&ŝďĞƌĞŵĞŶƚƉĂŶĞůƌĞƉůĂĐĞŵĞŶƚĐŽƵůĚůĞĂĚƚŽƌĞŵŽǀĂůŽĨ ĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐĚƵĞƚŽƉƌŽĐĞƐƐŽĨƉĂŶĞůƌĞŵŽǀĂů
ĞŵĞŶƚďŽĂƌĚŶŽƚŵĞĞƚƋƵĂůŝƚǇĨŽƌƉůƵŵďƉĂŶĞů
ƐƉĂĐŝŶŐĂŶĚĞǀĞŶĞĚŐĞƐ͘ dŚƌŽƵŐŚŽƵƚĞůĞǀĂƚŝŽŶƐ ZĞĨĞƌƚŽĨŝĞůĚƌĞƉŽƌƚƐ WŽƚĞŶƚŝĂů&ŝďĞƌĞŵĞŶƚƉĂŶĞůƌĞƉůĂĐĞŵĞŶƚĐŽƵůĚůĞĂĚƚŽƌĞŵŽǀĂůŽĨ ĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐĚƵĞƚŽƉƌŽĐĞƐƐŽĨƉĂŶĞůƌĞŵŽǀĂů
ZĞƉůĂĐĞĐŚŝƉƉĞĚŽƌďƌŽŬĞŶĐĞŵĞŶƚďŽĂƌĚƉĂŶĞůƐ dŚƌŽƵŐŚŽƵƚĞůĞǀĂƚŝŽŶƐ͕ŵĂŶǇŝŶ ĐŽƵƌƚǇĂƌĚĞůĞǀĂƚŝŽŶƐ
ZĞĨĞƌƚŽĨŝĞůĚƌĞƉŽƌƚƐ͕ĐŽŶƚƌĂĐƚŽƌƚŽƌĞǀŝĞǁ
ŝŶƐƚĂůůĞĚǁŽƌŬĂŶĚƌĞƉůĂĐĞĂƐƉĂƌƚŽĨYͬY͘
WŽŝŶƚĞĚŽƵƚƚŽKŵŝĚĚƵƌŝŶŐKZΖƐĨŝĞůĚǁĂůŬϬϮͬϮϭ
WŽƚĞŶƚŝĂů&ŝďĞƌĞŵĞŶƚƉĂŶĞůƌĞƉůĂĐĞŵĞŶƚĐŽƵůĚůĞĂĚƚŽƌĞŵŽǀĂůŽĨ ĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐĚƵĞƚŽƉƌŽĐĞƐƐŽĨƉĂŶĞůƌĞŵŽǀĂů
hŶƉƌŽƚĞĐƚĞĚĂŶĚƵŶĨŝŶŝƐŚĞĚĐĞŵĞŶƚƉĂŶĞůǁĂůůΘ
ƉĂƌĂƉĞƚ ƐŽƵƚŚǁĞƐƚůŝďƌĂƌǇǁĂůů
ǆƉŽƐĞĚƚŽƌĂŝŶǁŚŝůĞƐŝŐŶĂŐĞŝƐƉĞŶĚŝŶŐ
ĂŵĂŐĞĂƚŝŶƐƚĂůůĞĚĚŽƵďůĞƐƚŽƌĞĨƌŽŶƚĚŽŽƌŝŶ
ŐǇŵŶĂƐŝƵŵǁĂƐŽďƐĞƌǀĞĚ ĞĂƐƚĞůĞǀĂƚŝŽŶ ZĞĨĞƌƚŽKZΖƐĨŝĞůĚƌĞƉŽƌƚ ,ŽůĞƐĂŶĚĚĂŵĂŐĞǀŝƐŝďůĞĂďŽǀĞĐƵƌƚĂŝŶǁĂůůĂƚ
ĨůĂƐŚŝŶŐŶĞĂƌĐŽƵƌƚǇĂƌĚĞŶƚƌĂŶĐĞ ŽƵƌƚǇĂƌĚ ZĞĨĞƌƚŽKZΖƐĨŝĞůĚƌĞƉŽƌƚ /ŶĐŽŵƉůĞƚĞĨůĂƐŚŝŶŐŽƌĨůĂƐŚŝŶŐƚŚĂƚŝƐŶŽƚƉƌŽƉĞƌůǇůĂƉƉĞĚ͕ĐŽ ƵůĚ ůĞĂĚƚŽŵŽŝƐƚƵƌĞŝŶƚƌƵƐŝŽŶŝƐƐƵĞƐĂŶĚĚĂŵĂŐĞĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐ ƚƌŝŵĂƚĐƵƌƚĂŝŶǁĂůůƐĚŽŶŽƚŵĞĞƚƐƉĞĐŝĨŝĐĂƚŝŽŶƐǁŝƚŚ
ǀŝƐŝďůĞĨĂƐƚĞŶĞƌƐ͕ƌŽƵŐŚũŽŝŶƚƐ͕ŶŽŵŝƚĞƌĞĚĐŽƌŶĞƌƐ͕
ŶŽƚĨƵůůǇƐĞĂůĞĚƐŽůĚĞƌũŽŝŶƚƐ

ǆƚĞƌŝŽƌǁŝŶĚŽǁΘĚŽŽƌ
ŽƉĞŶŝŶŐƐ ZĞĨĞƌƚŽKZΖƐĨŝĞůĚƌĞƉŽƌƚ
WŽƚĞŶƚŝĂů&ŝďĞƌĞŵĞŶƚƉĂŶĞůƌĞƉůĂĐĞŵĞŶƚĐŽƵůĚůĞĂĚƚŽƌĞŵŽǀĂůŽĨ ĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐĚƵĞƚŽƉƌŽĐĞƐƐŽĨƉĂŶĞůƌĞŵŽǀĂů
ZĞƉĂŝƌƐΘŵŽĚŝĨŝĐĂƚŝŽŶƐĨŽƌŵŝƐĂůŝŐŶĞĚĞǆƚĞƌŝŽƌďĂƐĞ
ƉůĂƚĞĨŝǆĞƐ
WĞƌĨŽƌĂƚĞĚWĂŶĞůƌƚWŝĞĐĞ
ƐƚƌƵĐƚƵƌĞ͕ϱůŽĐĂƚŝŽŶƐ;s/&Ϳ ƐƐŽĐŝĂƚĞĚǁŝƚŚƐůĂďĞĚŐĞĐŚŝƉƉĞĚƌĞƉĂŝƌƐ͘ /ĨƌĞďĂƌĐŽǀĞƌŝƐŶŽƚŵĂŝŶƚĂŝŶĞĚ͕ƚŚŝƐĐŽŶĚŝƚŝŽŶĐŽƵůĚůĞĂĚƚŽ Ă ǁĞĂŬĞŶĞĚůŽĐĂƚŝŽŶƚŚĂƚĐŽƵůĚůĞĂĚƚŽĨƵƌƚŚĞƌĐŽŶĐƌĞƚĞĚĂŵĂŐĞ ƚŚĂƚĞǆƉŽƐĞƐƌĞďĂƌƚŽĞůĞŵĞŶƚƐĂŶĚĐŽƵůĚĐĂƵƐĞƌƵƐƚŽĨƚŚĞ ŵĂƚĞƌŝĂů͘/ĨŵĂƚĞƌŝĂůƐǁĞƌĞďƵŝůƚĂƌŽƵŶĚƚŚĞĐŚŝƉƉĞĚĐŽŶĐƌĞƚĞ ůŽĐĂƚŝŽŶƐ͕ŝƚĐŽƵůĚďĞĚŝĨĨŝĐƵůƚƚŽƌĞƉĂŝƌǁŝƚŚŽƵƚƌĞŵŽǀĂůŽĨĂ ĚũĂĐĞŶƚ ŝƚĞŵƐ͘/ŶĂĚĚŝƚŝŽŶ͕ůŝŵŝƚĞĚĐŽŶĐƌĞƚĞĐŽǀĞƌĐĂŶůĞĂĚƚŽĂǁĞĂŬĞŶĚ ŵĂƚĞƌŝĂůĂŶĚůĞĂĚƚŽĨƵƌƚŚĞƌŵĂƚĞƌŝĂůďƌĞĂŬĚŽǁŶ
ZƵƐƚĂƚƵŶŝŶƐƚĂůůĞĚƌƚWŝĞĐĞWĞƌĨŽƌĂƚĞĚ&ĂĕĂĚĞ
ƐƚƌƵĐƚƵƌĞ͕ϭϬƋƚǇ;s/&Ϳ EŽƌƚŚΘƐŽƵƚŚƉƌŽƉĞƌƚǇĂƌĞĂ
ZƵƐƚĂƚďĂƐĞƉůĂƚĞĂŶĚŽƚŚĞƌĂƌĞĂƐŽŶĞĂĐŚ
ƐƚƌƵĐƚƵƌĞ͕ƵŶƉƌŽƚĞĐƚĞĚĨŽƌŵŽƌĞƚŚĂŶĂǇĞĂƌ͕
ŵĂƚĞƌŝĂůůĂǇŝŶŐ
ŽƵƚƐŝĚĞ
ZƵƐƚƐŚŽƵůĚďĞƌĞƉĂŝƌĞĚĐůĞĂŶĞĚƉƌŝŽƌƚŽŝŶƐƚĂůůĂƚŝŽŶŽĨƐĐƌĞĞŶ͕ŝĨ ŶŽƚƚŚŝƐĐŽƵůĚůĞĂĚƚŽĨƵƌƚŚĞƌĚĞŐƌĂĚĂƚŝŽŶŽĨĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐ ĂŶĚƐƚƌƵĐƚƵƌĞŝƚƐĞůĨ
ZƵƐƚĂƚƚƌĂƐŚĞŶĐůŽƐƵƌĞƉŽƐƚƐϰƋƚǇ;s/&Ϳ ƚƌĂƐŚĞŶĐůŽƐƵƌĞ ZƵƐƚĂƚ ďĂƐĞƉůĂƚĞĂŶĚƚŽƉ ZƵƐƚƐŚŽƵůĚďĞƌĞƉĂŝƌĞĚĐůĞĂŶĞĚƉƌŝŽƌƚŽŝŶƐƚĂůůĂƚŝŽŶŽĨĐŽǀĞƌ͕ŝĨŶŽƚ ƚŚŝƐĐŽƵůĚůĞĂĚƚŽĨƵƌƚŚĞƌĚĞŐƌĂĚĂƚŝŽŶŽĨĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐĂŶ Ě ƐƚƌƵĐƚƵƌĞŝƚƐĞůĨ
Table 1
EXHIBIT 1
ZƵƐƚĂƚƌŽŽĨƚŽƉŵĞĐŚĂŶŝĐĂůĞŶĐůŽƐƵƌĞΖƐƐƚƌƵĐƚƵƌĞ ƚĂůůƌŽŽĨƚŽƉ ŵĞĐŚƉĂĚƐ ZƵƐƚĂƚďƌĂĐŬĞƚƐ͕ƐƚƌƵĐƚƵƌĂůĨƌĂŵĞ ZĞƉůĂĐĞďƌŽŬĞŶƐŬǇůŝŐŚƚĚŽŵĞ ZŽŽĨƚŽƉ͕ŶŽƌƚŚĞĂƐƚĐŽƌŶĞƌ EŽƚƌĞƉůĂĐĞĚƐŝŶĐĞĨŝƌƐƚŶŽƚĞĚůĂƐƚƐƵŵŵĞƌ͘,ĂƐ
ƌĂŝŶ
ĂĨĨĞĐƚĞĚƚŚŝƐƵŶŝƚƐŝŶĐĞůĞĨƚƵŶƉƌŽƚĞĐƚĞĚ͍
/ƚĞŵƐŚŽƵůĚďĞƌĞƉĂŝƌĞĚŽƌŝƚĐŽƵůĚůĞĂĚƚŽĨƵƚŚĞƌŵŽŝƐƚƵƌĞ ŝŶƚƌƵƐŝŽŶŽƌĚĂŵĂŐĞǁŝƚŚŝŶƚŚĞďƵŝůĚŝŶŐĂŶĚĂĚũĂĐĞŶƚŵĂƚĞƌŝĂůƐ hŶĨŝŶŝƐŚĞĚƌŽŽĨƉĂƌĂƉĞƚĐĂƉ ĂůŽŶŐƌŽŽĨƉĂƌĂƉĞƚ ^ŽŵĞĂƌĞĂƐƵŶƉƌŽƚĞĐƚĞĚƚŽƌĂŝŶ ZĞĨŝŶŝƐŚƐƚĂŝŶĞĚǁŽŽĚďĞŶĐŚ ĂƚĞǆƚĞƌŝŽƌďĂƐŬĞƚďĂůůĐŽƵƌƚ WƌĞǀŝŽƵƐůǇŵĂĚĞĂǁĂƌĞƚŽŽŶƚƌĂĐƚŽƌƚŽƐƚŽƌĞƚŚŝƐ
ƵŶŝƚǁŝƚŚƚŚĞŽƚŚĞƌďĞŶĐŚĞƐŝŶƐŝĚĞ͘
ŵƉŚĂƐŝǌĞĚ
ƚŚĂƚƐƚĂŝŶĞĚďĞŶĐŚǁŝůůŚĂǀĞƚŽďĞĐůĞĂŶĞĚͬ
ƌĞĨŝŶŝƐŚĞĚƚŽŵĂƚĐŚŽƚŚĞƌƐǁŚĞŶŝŶƐƚĂůůĞĚ͘
WĞƌƐƉĞĐŝĨŝĐĂŝŽŶƐ͕ƚŚĞĐŽŶƚƌĂĐƚŽƌŝƐƌĞƐƉŽŶƐŝďůĞĨŽƌƉƌŽƚĞĐƚŝŶŐ ŵĂƚĞƌŝĂůƐƐƚŽƌĞĚŽŶƐŝƚĞ
>ŽǁZŽŽĨĐĐĞƐƐ>ĂĚĚĞƌ ZŽŽĨƚŽƉ
>ĂĚĚĞƌǁŝĚƚŚŵĞĂƐƵƌĞƐϮϳв͟ǁŝĚĞǁŝƚŚůĞĨƚƐŝĚĞ
ƉůĂĐĞĚĂŐĂŝŶƐƚǁĂůůĨŝŶŝƐŚĂŶĚϭϯϳͬϴ͟ƚŽ
ĐĞŶƚĞƌůŝŶĞĨƌŽŵǁĂůůŽŶůĞĨƚƐŝĚĞ;ůĂĚĚĞƌƐƵďŵŝƚƚĂů
ǁĂƐĨŽƌĂϮϭϳͬϴ͟ǁŝĚĞůĂĚĚĞƌ͘ĂůK^,ƌĞƋƵŝƌĞƐ
ϭϱ͟ŵŝŶŝŵƵŵĐůĞĂƌĂŶĐĞƚŽ͞ƚŚĞŶĞĂƌĞƐƚ
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Table 1
EXHIBIT 1
DATE & TIME: May 10 and May 24, 2023
LOCATION:

RESPONSE TO:

PROJECT: NE Stockton Library & Community Center ARCHITECT'S PROJECT #: 18118 1461 Morada Lane, Stockton, CA
OWNER: City of Stockton CONTRACTOR: Patriot Contracting LEGNED KEY:

FIELD OBSERVATION REPORT - ARCH
NE Stockton Library Site Visit
Owner Request for Project Status at time of Suspension
The purpose of this Report is to document the general status and progress of the Work as of the date and time noted above. The observations contained herein are not, and should not be construed as, an exhaustive or continuous on-site inspection to check the quality or quantity of the Work. The Architect neither has control over nor charge of, nor is responsible for, the construction means, methods, techniques, sequences or procedures, or safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents.

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EXHIBIT 1
9 G General - Exterior No concrete pad for future rain water cistern is installed 10 G General - Exterior No site furnishings installed (garbage cans are on site) 11 G General - Exterior No outdoor basketball court or basketball standards installed 12 G General - Exterior No site drinking fountains installed 13 G General - Exterior No Mow curb is installed
14 G General - Exterior No stone bollards are installed (stored on site) 15 G General - Exterior No shade canopy, play equipment or fitness equipment concrete pads or footings, no play surface
16 G General - Exterior No fencing or gates installed
17 G General - Exterior No site bollards installed; stone bollards are on site 18 C General - Exterior Accent flashing at windows and curtain wall: joints not repaired to meet specs. 19 C General - Exterior Low roof access ladder
Ladder width measures 27 ¾” wide with left side placed against wall finish and 13 7/8” to centerline from wall on left side (ladder submittal was for a 21 7/8” wide ladder. CalOSHA requires 15” minimum clearance to “the nearest permanent object on each side of the centerline of the ladder.” Therefor the ladder installation does not meet OSHA regulations.)
20 S General - Exterior High rooftop access ladder
and cage
Upper-ladder safety gate not completed (no lock) & installed without resubmittal (engineering or project-specific supports/spacing to clear translucent panels) 21 G General - Exterior Uninstalled galvanized flashing material stored on roof 22 C General - Exterior
Flashing all along base of translucent panels does not appear to be sloped to drain, no sealant at sill of translucent panels is visible. Shims are visible at sill.

Excess sealant visible on face of translucent panels
23 R General - Exterior Roof hatch safety gate does not completely close, slams against post and paint is chipped
24A $ General - Exterior Note general completion of roof per punch list items below is not at 100% as noted in Pay App #23
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EXHIBIT 1
24 G General - Exterior Lower roof (upper roof not
accessible for observation) Debris on roof including sharp objects (screws) 25 F General - Exterior Lower roof (upper roof not
accessible for observation)
Contractor to verify that the black “tar” under solatube flashing is compatible with roofing TPO
26 G General - Exterior Lower roof (upper roof not
accessible for observation)
One solatube flashing corner appears distorted/bad fit (contractor to confirm water tightness)
27 C General - Exterior Lower roof (upper roof not
accessible for observation)
Bottom of scupper is not flush with roof surface and appears as high or higher than rim of nearby overflow. Contractor to verify operation of scupper in conjunction with height of overflow drain.
28 G General - Exterior Lower roof (upper roof not
accessible for observation)
No conductor head or downspout at scupper. Contractor to verify operation of scupper in conjunction with height of overflow drain
29 R General - Exterior Lower roof (upper roof not
accessible for observation)
Two locations including near NE corner or roof: open parapet cap expansion seam with no joint cover plate.
30 R General - Exterior Lower roof (upper roof not
accessible for observation)
Around perimeter of all mechanical enclosures, there is a +/- 1” difference in height at edges of tapered insulation under TPO roofing, i.e. transition between insulation boards is not flush.
31 R General - Exterior Lower roof (upper roof not
accessible for observation)
At parapet to roof joint at courtyard NE corner there is a +/- 12” lump on parapet wall under TPO roofing.
32 R General - Exterior Lower roof (upper roof not
accessible for observation)
Along HVAC/ERV north side, a concave line of roofing surface catches and pools water.
33 G General - Exterior Lower roof (upper roof not
accessible for observation) Mechanical screen metal framing and facing panels are not installed. 34 G General - Exterior Lower roof (upper roof not
accessible for observation) HVAC/ERV mechanical screen not modified for ERV door clearance 35 G General - Exterior Lower roof (upper roof not
accessible for observation) Mechanical enclosure structural members have not been painted 36 C General - Exterior Lower roof (upper roof not
accessible for observation) Parapet cap slope does not appear to provide a full ½ inch in 12 slope Arch
EXHIBIT 1
37 R General - Exterior Lower roof (upper roof not
accessible for observation) Parapet cap has gaps at joints in some locations and no cover 38 F, $ General - Exterior Lower roof (upper roof not
accessible for observation)
Exposed j-boxes and surface conduit @ parapet above courtyard and along gymnasium wall (possibly for security cameras. Outlets are to be flush and conduit concealed).
39 G General - Exterior Lower roof (upper roof not
accessible for observation) 2 conduit roof penetrations: Top of TPO boot has orange tape and no draw bands 40 R General - Exterior Lower roof (upper roof not
accessible for observation)
There are wrinkles and loose areas of TPO roofing all along parapet walls in many locations throughout parapet walls
41 C General - Exterior Lower roof (upper roof not
accessible for observation)
Perforated metal screen structure is within ½” or parapet along south lower roof (4” minimum required from face of wall finish)
42 G General - Exterior Lower roof (upper roof not
accessible for observation) There is no frame/rim on roof drain at southwest corner. 43 C General - Exterior Lower roof (upper roof not
accessible for observation)
Flashing joints at translucent panel sills are galvanized with no finish instead of prefinished, and they are rusting
44 R General - Exterior Lower roof (upper roof not
accessible for observation) Parapet wall TPO is bubbling throughout 45 G General - Exterior Lower roof (upper roof not
accessible for observation) Sealant splattered on translucent panels 46 R General - Exterior Lower roof (upper roof not
accessible for observation) Solatube mounts- bent frame 47 R General - Exterior Courtyard Entry Roof Verify there is flashing at each end of courtyard entry roof overhang to wall 48 $ General - Exterior Courtyard Entry Roof No flashing, gutter or downspouts at entry roof overhang are installed 49 G General - Exterior Courtyard Entry Roof No soffit panel system or linear lights at overhang are installed 50 R General - Exterior Exterior South Slab vapor barrier exposed, torn, with loose areas, all around bldg. 51 R General - Exterior Exterior South
At gym Room Bi-fold doors, head flashing stops @ jambs; jamb closure has cut edge that is sharp with burrs. Jamb closures are not securely fastened and are dented
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EXHIBIT 1
52 R General - Exterior Exterior South At double doors at southeast corner of gym, jamb flashing bottoms are folded and sharp. Jamb/head flashing throughout is uneven and not consistently installed 53 $ General - Exterior Exterior South Open j-boxes, 4 wall lighting fixtures are missing 54 R General - Exterior Exterior South Some fiber cement panel (Equitone) corners are loose, many jamb closures are not secured; not all spacing of panels is even, some cut edges are uneven 55 R General - Exterior Exterior South East fold up door jamb closure cut edge is sharp 56 R General - Exterior Exterior South double door SE corner of garage, jamb flashing @ bottom folded & sharp, ea. side 57 G General - Exterior Exterior South Roof drain not connected to SD near door 58 G General - Exterior Exterior South Gates and posts, gate hardware not installed 59 R General - Exterior Exterior South
Weather barrier and z girts are visible at bi-fold doors through vented jamb closure, insulation is missing at jambs; weather barrier not fully sealed at sill throughout building
60 R General - Exterior Exterior South
Bifold Doors are not sitting flat and appear to be secured with a rod, Rust is observed at the base of the jambs. Gaps around doors are covered with red tape.

Jamb closures are loose and dented
61 G General - Exterior Exterior South Doors are missing hardware 62 F General - Exterior Exterior South Chipped concrete slab edge is visible 63 G General - Exterior Exterior South Sill flashing is not painted and is damaged and dented in locations. 64 F General - Exterior Exterior South Decorative metal screen structure is closer than 4” to the wall in some locations 65 F General - Exterior Exterior - Courtyard Head flashing at curtain wall system is 7” wide instead of 6” wide 66 G General - Exterior Exterior - Courtyard Jamb flashing at admin door is loose and shorter than bottom of fiber cement wall panels
67 $ General - Exterior Exterior - Courtyard Curtain wall not complete, missing frame covers at sills 68 G General - Exterior Exterior - Courtyard Curtain wall sill flashing is not painted 69 G General - Exterior Exterior - Courtyard Electrical boxes in door jamb flashing are partially behind siding and thus inaccessible for uninstalled devices.

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EXHIBIT 1
70 G General - Exterior Exterior - Courtyard Bouldering wall system has not been provided/installed 71 G General - Exterior Exterior - Courtyard Base flashing is deformed at bouldering wall wing wall 72 G General - Exterior Exterior - Courtyard Tree well and tree grate have not been installed. 73 G General - Exterior Exterior - Courtyard Bouldering wall soffit fiber cement joints are not aligned or painted 74 $ General - Exterior Exterior - Courtyard Missing rigid wall insulation above head of Nanawall and curtain wall system 75 F General - Exterior Exterior - Courtyard Entry grate frame not cast into face of building footing, no grate or grate drain 76 G General - Exterior Exterior - Courtyard Base flashing at curtain wall is uneven 77 G General - Exterior Exterior - Courtyard Nanawall door hardware is not installed 78 G General - Exterior Exterior - Courtyard Gap in lower right corner of operable window frame, weather stripping 79 R General - Exterior Exterior - Courtyard Base flashing had debris, rocks on top of it 80 R General - Exterior Exterior - Courtyard Jamb flashing at curtain wall is loose 81 F General - Exterior Exterior - Courtyard Flashing at curtainwall contains exposed fasteners 82 General - Exterior Exterior - Courtyard Slot drain and trench partially installed – see civil punch list for additional comments.
83 R General - Exterior West Admin Wall Cracked / broken concrete at base of curtain wall 84 G General - Exterior West Admin Wall Covers on aluminum frame incomplete 83 G General - Exterior West Admin Wall Sealant uneven at top right of curtain wall; gaps in sealant are visible. 85 G General - Exterior West Admin Wall Bottom of jamb flashing stops above bottom of curtain wall but it is even w/ bottom of fiber cement siding
86 $ General - Exterior West Admin Wall Book drop shelf not completed, rigid insulation at wall below is missing 87 G General - Exterior West Admin Wall No book drop signage is installed Arch
EXHIBIT 1
88 C General - Exterior South Low Wall
Perforated screen structure is partially installed and portions are heavily rusted; structure is not painted. Portions of screen wall are closer than 4” to the exterior wall.
89 G General - Exterior South Low Wall Perforated screen structure welds are not ground smooth 90 $ General - Exterior South Low Wall No base flashing @ curtainwall, curtainwall sill frame fronts not complete 91 F General - Exterior South Low Wall Exposed conduit /LBs 92 G General - Exterior South Low Wall Chipped slab edge not repaired 93 G General - Exterior South Low Wall One cleanout at window jamb flashing also extends into fiber cement siding 94 G General - Exterior South Low Wall Sealant at perimeter of operable windows is applied in spots with two colors and not continuous
95 G General - Exterior South Low Wall No concrete mow curb at building perimeter 96 $ General - Exterior South Low Wall Outside corners of fiber cement siding missing vented closures (typical) 97 G General - Exterior East Wall Curtain wall base is not completed. 98 G General - Exterior East Wall No curtain wall sill flashing is installed 99 R General - Exterior East Wall Small Courtyard slab recesses for door paving and flashing do not align with door openings & one extends to interior of door bottom by approximately 1 ½” 100 G General - Exterior North Wall Area drain at northeast corner is out of line with uninstalled downspout, and 35” from face of wall
101 G General - Exterior North Wall Large gap in siding directly under roof scupper. 102 $ General - Exterior North Wall Keypad access j-box (no device), inaccessible: half behind fiber cement siding, half in jamb flashing
103 G General - Exterior North Wall Operable window perimeter sealant has gaps; sealant corners are sloppy/uneven 104 G General - Exterior North Wall Jamb door café flashing dented 12” from bottom 105 $ General - Exterior North Wall Open j-boxes with no devices are visible 106 G General - Exterior North Wall Hardie fiber cement panel seams at wall, wing walls, and soffits do not align with each other.

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EXHIBIT 1
107 G General - Exterior North Wall Hardie fiber cement panels are not painted. 108 $ General - Exterior North Wall Missing light fixtures 109 G General - Exterior North Wall Near Multi door, water box lid not flat /straight 110 G General - Exterior North Wall At mechanical room, structural footing plate/ bolts exposed at bldg corner 111 G General - Exterior North Wall Flashing below translucent panels: some protection plastic not removed; operable portion of translucent panel not completed
112 G General - Exterior North Wall Unfinished wall louver at @ mechanical room 113 R General - Exterior Trash/Recycling enclosure No expanded metal cover over overhead steel frame is installed 114 C General - Exterior Trash/Recycling enclosure Overhead steel frame and gate posts not painted, no grout at CMU 115 G General - Exterior Trash/Recycling enclosure No metal panel facing or hardware on double gate frame; gate frame not painted 116 G General - Exterior Trash/Recycling enclosure CMU walls have efflorescence, no water repellent/graffiti resistant coating 117 G General - Exterior Trash/Recycling enclosure No single gate is installed 118 G General - Interior Exterior door hardware not complete (no threshold, weather stripping, seals, door bottoms)
119 G General - Interior All Gyp. bd. Walls dirty, scuffed, marked, needing cleaning and additional coat(s) of paint Ladder no safety rod inside
120 S General - Interior Window operators not replaced with ADA compliant version. 121 S General - Interior Only one operable window has screen installed; screen wicket must be opened to operate windows (not per spec)
122 $ General - Interior Glass missing in interior storefront doors. 123 G General - Interior No finish flooring or wall base 124 $ General - Interior No sealant at most wall penetrations (pipes, ducts, conduit) 125 $ General - Interior No sealant at slab joints
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EXHIBIT 1
126 $ General - Interior At structural diagonal brace knife plate joints with floor, Styrofoam-type filler is exposed at floor level, with no sealant covering/finishing the joint 127 G General - Interior No rollup shades or manufacturer’s shade pockets 128 R General - Interior Cracked and uneven slab observed throughout @ base of wall by bifold doors 130 R General - Interior Fitness 107 North 3” slab hole with foam at left side of exit door 131 $ General - Interior Fitness 107 North Wire hanging from one window 132 $ General - Interior Fitness 107 North Open j-boxes with no devices 133 G General - Interior Fitness 107 North Wall dirty/stained – worst staining near transom head height 135 G General - Interior Fitness 107 East Bottom mirror track in, no mirrors installed, outlet boxes not level with face of mirrors to be installed
136 $ General - Interior Fitness 107 East Open/closed j-boxes with no devices, some have wires some do not 137 C General - Interior Fitness 107 East Gyp board does not continue up past face of beam to deck (acoustically rated wall type)
138 $ General - Interior Fitness 107 South Open/covered j-boxes with no devices. Opener extends below top rail 139 $ General - Interior Fitness 107 South No glazing installed in door 107A 140 $ General - Interior Fitness 107 South No Sealant installed at large uneven gap below window system sill, sealant incomplete at curtain wall throughout
141 G General - Interior Courtyard No pulls, seals, door bottom at door 107A (hardware not complete) 142 $ General - Interior Courtyard Some wiring is hanging exposed between ends of open conduit 143 G General - Interior Fitness West Protruding conduit with no continuation 144 G General - Interior Fitness West Gyp board paper missing/rough finish at one pipe penetration 145 $ General - Interior Fitness West Open j-boxes, wires in some, not in others 146 G General - Interior Fitness West No storage room door installed Arch
EXHIBIT 1
147 C General - Interior Fitness West Gyp board stops short of top of wall to deck (acoustically rated wall type) 148 $ General - Interior Fitness Ceiling No ceiling fan or fan supports, only wired j-box 149 G General - Interior Fitness Ceiling Clean off paint overspray in Solatube 150 G General - Interior Fitness Ceiling Paint screws/nails penetrating roof deck 151 $ General - Interior Fitness Ceiling Two Light fixtures missing and spacing is off 152 R General - Interior Fitness Floor Cracks in concrete slab 153 R General - Interior Fitness Floor Slab level seems uneven (refer to slab report) 154 R General - Interior Fitness Floor Some spalling along slab joints 155 G General - Interior EQ Stor 108 General Dirty/stained (thinly painted) gyp board all around room 156 R General - Interior EQ Stor 108 Floor Wide (3/8”) construction joint, unsealed, cracked and spalling 157 R General - Interior EQ Stor 108 Floor Additional slab cracking observed 158 R General - Interior EQ Stor 108 Floor Uneven, wavy construction joint at column base concrete cover to slab 159 R General - Interior EQ Stor 108 Floor Approx. 18” long significant slab crack that is lifting and spalling at column concrete cover.
160 $ General - Interior EQ Stor 108 Floor Open j-boxes with no devices or wires 161 G General - Interior EQ Stor 108 East/West Cannot verify sealant at gyp board to metal deck 162 G General - Interior EQ Stor 108 South Gap (light coming through) at gyp board along bottom of beam at wall 163 G General - Interior EQ Stor 108 West Ragged edge at top of gyp board to deck (no l-bead or j-mold, no sealant) 164 R General - Interior Multipurpose (MP) 109 Hairline cracks in slab 165 G General - Interior MP 109 East No countertop
166 G General - Interior MP 109 East Visible gaps in gyp. board around TV outlets Arch
EXHIBIT 1
167 $ General - Interior MP 109 East One open j-box w/wires, no device 168 $ General - Interior MP 109 East Sealant missing at wall to roof deck intersection at NE corner 169 G General - Interior MP 109 East No storage room doors 170 G General - Interior MP 109 East Large hole in gyp board at NE wall near floor 171 G General - Interior MP 109 North Incomplete door hardware- no lever, threshold, door bottom. Doors 109C, 109D 172 G General - Interior MP 109 North (2) open holes in gyp. board at wall bottom 173 G General - Interior MP 109 North Turn up hose ends at fold-up doors 109F, 109G 174 $, F General - Interior MP 109 North Exposed cable at top of fold up doors 109F, 109G (required to be concealed) 175 G General - Interior MP 109 North Visible gap in gyp. board at one TV outlet 176 $ General - Interior MP 109 North Large exposed holes in gyp. board high on wall, with cable penetrations 177 $ General - Interior MP 109 South No finish/sealant at bottom of curtainwall system, rigid insulation missing around door jambs.
178 G General - Interior MP 109 South Door hardware a 109A and 109B not complete; door opener hangs below top door stile.
179 $ General - Interior MP 109 South No glazing in interior doors 109A or 109B. West Lib- wet sill visible 180 $ General - Interior MP 109 South Open j-boxes and sawn hole at wall fixtures 181 G General - Interior MP 109 Ceiling No ceiling panels. 182 G General - Interior MP 109 Ceiling Portions of ceiling grid bent/ misaligned near south wall center 183 G General - Interior MP 109 Ceiling No operable partition installed 184 G General - Interior MP 109 Ceiling Damage to ceiling near west wall 185 R General - Interior Art Supply 109A Ragged slab cracks on joint near column slab fill 186 G General - Interior Art Supply 109A No doors 109E, No finish flooring Arch
EXHIBIT 1
187 $ General - Interior Café/Serving 110A Non-terminated conduits through wall for missing casework 188 G General - Interior Café/Serving 110A No Door 110A 189 G General - Interior Café/Serving 110A No casework
190 G General - Interior Café/Serving 110A No security gates, recessed track or pocket closure 191 G General - Interior Café/Serving 110A No gyp finish inside security gate pockets 192 $ General - Interior Café/Serving 110A No ceiling access door 193 $ General - Interior Café/Serving 110A No floor sealer 194 $ General - Interior Café/Serving 110A North No wall tile 195 $ General - Interior Café/Serving 110A North No sink or sealant at plumbing penetrations 196 $ General - Interior Café/Serving 110A North No devices at open j-boxes 197 $ General - Interior Café/Serving 110A West No devices at open j-boxes 199 G General - Interior Café/Serving 110A West No paper towel dispenser or fire extinguisher 200 G General - Interior Serving 110B West No counter
201 C General - Interior Serving 110B West Outlets not raised to above counter height per CCD 202 G General - Interior Serving 110B West Counter braces not painted 203 G General - Interior Serving 110B West No roll-down coiling door 109H 204 $ General - Interior Serving 110B West No floor sealer 205 $ General - Interior Utility 111 General No plumbing fixtures 206 C General - Interior Utility 111 General FRP goes to slab, no quarry tile wall base 207 G General - Interior Utility 111 General No stainless steel sink / counter assembly Arch
EXHIBIT 1
208 $ General - Interior Utility 111 General No ceiling access door 209 R General - Interior Utility 111 General Concrete slab gaps/ rough around floor cleanout 210 R General - Interior Utility 111 General Slab level appears unlevel at floor joint 211 $ General - Interior Utility 111 General No sealant in slab joints or floor sealer 212 G General - Interior Café 112 General Wall paint stains, scuffs, marks 213 R General - Interior Café 112 General Slab cracks
214 G General - Interior Café 112 North Hardware for Door 112 incomplete 215 G General - Interior Café 112 North Sealant at door jamb bottom Door 112 needs cleanup 216 G General - Interior Café 112 East Gyp board paper torn at base neon NE corner 217 $, C General - Interior Café 112 East No mass-loaded acoustic partition closure or sealant in interior wall to exterior curtain wall joint (Detail C1/A501), just loose sealant backer rod 218 G General - Interior Café 112 East No gyp board closure to metal decking at top of wall 219 G General - Interior Café 112 East No Maker sliding door 113C 220 G General - Interior Café 112 West Gyp. not to metal deck 221 G General - Interior Café 112 West Grey paint overspray on wall 223 R General - Interior Café 112 Floor Bad cracks, spalling & crumbly slab near floor outlet, East-West grid line joint; see slab reports for slab curl all along East-West grid line continuation 224 $ General - Interior Café 112 Ceiling One light fixture missing, 1 near hall and FC unit may be located incorrectly 225 G General - Interior Maker 113 North Door 113B hardware not complete 226 G General - Interior Maker 113 North Gap in base flashing @ right side of ext. door jamb bottom 227 $ General - Interior Maker 113 North Open wired j-boxes with no devices Arch
EXHIBIT 1
228 G General - Interior Maker 113 North Portion of overflow pipe not painted white as directed 229 G General - Interior Maker 113 North Gyp. board not taped or finished at face of security curtain wing wall 230 G General - Interior Maker 113 North No gyp. board on south face of security curtain wing wall 231 G General - Interior Maker 113 East Gap of approx. 2’ x3’ in wall NE corner 232 G General - Interior Maker 113 East Gyp. Wall paper torn near NE corner 233 $ General - Interior Maker 113 South Storefront system A21 missing window section and door 113A, no acoustical sealant
234 G General - Interior Maker 113 West Gyp board not flush to bottom of metal deck 235 $ General - Interior Maker 113 West Open j-box, no device 236 G General - Interior Maker 113 West No sliding storefront system or recessed track in slab is installed 237 R General - Interior
Maker 113 Floor (some floor
area covered with boxes and
not observable)
Bad slab cracks near floor outlet, E/W grid line
238 R General - Interior Maker 113 Floor At bottom of electrical panel slab stained as from water 239 R General - Interior Maker 113 Floor Depressions in slab approx. ½” deep near door 113A 240 $ General - Interior Maker 113 Ceiling No power reels 241 G General - Interior Maker 113 Ceiling No security curtain or track 242 G, $ General - Interior Maker 113 Ceiling Near security curtain recess, conduit crosses/penetrates recess and will conflict with curtain
243 C General - Interior Maker 113 Ceiling One cable in cable tray is yellow; should be grey 244 G General - Interior Teen 114 General No millwork bench 245 G General - Interior Teen 114 General Ext door 115C hardware not complete 246 $ General - Interior Teen 114 General Unconnected conduit with unsealed wall penetrations at all walls Arch
EXHIBIT 1
247 G General - Interior Teen 114 North Open wall box 12X12 near west wall 248 R General - Interior Teen 114 Floor Slab cracks, no finish flooring installed 249 G General - Interior Teen 114 Ceiling Ceiling panels not installed 250 $ General - Interior Teen 114 Ceiling Ceiling panel access door not installed 251 F General - Interior Corridor 106 General Security curtain partially installed, no receiving steel angle at column; no recessed sleeves in slab for foot bolts
252 $ General - Interior Corridor 106 General Some open j-boxes without devices 253 G General - Interior Corridor 106 North No wallcovering 254 $ General - Interior Corridor 106 North Gyp- board not flush with top of metal flutes, no acoustical sealant (acoustically rated wall)
255 $ General - Interior Corridor 106 North No acoustical sealant under storefront systems 256 G General - Interior Corridor 106 South Exterior door 106 hardware incomplete 257 C General - Interior Corridor 106 South Pull station is mounted on front edge of wide-flange beam, not inside, and on regular concealed-type j-box instead of finished type as directed. 258 G General - Interior Corridor 106 South No benches near Door 106 259 G General - Interior Corridor 106 South Rust near bottom of structural knife plates needs cleaning and painting 260 G General - Interior Corridor 106 South No fire extinguishers or cabinets 261 G General - Interior Corridor 106 South No Drinking Fountain 262 $, C General - Interior Corridor 106 South No Drinking Fountain wing walls 263 $ General - Interior Corridor 106 South Installed access door does not have hidden flanges; one not yet installed 264 $ General - Interior Corridor 106 South Loose wiring sticking out of operable window 265 $, F General - Interior Corridor 106 West One white wire outside of conduit, tied to conduit w/landscape straps Arch
EXHIBIT 1
266 G General - Interior Corridor 106 West Door 100D and 100E hardware incomplete 267 C General - Interior Corridor 106 West Door frame shims and shim space are exposed, no insulation in shim space 268 R General - Interior Corridor 106 Floor Bad slab cracks spalling & uneven slab level 269 $, C General - Interior Corridor 106 Ceiling One yellow wire in cable tray (should be grey) 270 G General - Interior Lockers 129 General No lockers, locker benches or coat hooks 271 G General - Interior Lockers 129 General Tube steel columns need additional coat(s) of paint 272 C General - Interior Lockers 129 West Paint color is one color; two colors are shown on interior elevation 273 G General - Interior Changing 130 General No Door 129 274 G General - Interior Changing 130 General No bench
275 G General - Interior Changing 130 General No toilet lid 276 G General - Interior Changing 130 General No toilet accessories, mirror or shower rod/curtain 277 G General - Interior Changing 130 General Open hole cut into north shower wall 288 G General - Interior Changing 130B/C General No changing partitions 289 G General - Interior Changing 130B/C General No benches 290 G General - Interior Changing 130B/C General No lockers or coat hooks 291 G General - Interior Changing 130B/C General TS col needs paint walls 292 G General - Interior Changing 130 B/C Floor Protruding floor patch near east wall center of room 293 $ General - Interior Changing 130 B/C Ceiling No ceiling access doors 294 $ General - Interior Changing 131 General No finish plumbing 295 G General - Interior Changing 131 General No toilet accessories, mirror or changing station Arch
EXHIBIT 1
296 G General - Interior Changing 131 General No counter in Women’s 128 297 G General - Interior Changing 131 General No toilet partitions 298 $ General - Interior Women/Men Ceilings No ceiling access doors (Women 128) 299 G General - Interior Women/Men Ceilings Large hole in ceiling gyp board near west wall 300 R General - Interior Men 127 Floor Triangular hole in slab floor in southwest corner; aggregate visible, horrible smell 301 $ General - Interior Living Room 115 General No sealant at base of curtain wall system 302 G General - Interior Living Room 115 General No welcome desk 303 G General - Interior Living Room 115 East No TV monitor steel plate mounts at column 304 $ General - Interior Living Room 115 West Gap in curtain wall break metal sealant left side of Nanawall system 305 C General - Interior Living Room 115 West Hole cut in break metal and exposed conduit near ceiling 306 R General - Interior Living Room 115 Floor Slab cracks and raised slab at floor outlets, spalling at floor penetrations; floor outlet devices not installed
307 R, C General - Interior Living Room 115 Floor Entry grate frame not cast into slab and set too low for finish floor level, no padding under grate frame for noise control. Some damage to grates. 308 C General - Interior Living Room 115 Ceiling Only 5 ceiling panels installed, one wrong size 309 G General - Interior Living Room 115 Ceiling Paint exposed ends of mech register white to match ceiling grid 310 C General - Interior Children's 116 General No raised platform or carpet, ramp or casework 311 R General - Interior Children’s 116 North and East Holes in gyp board walls at sills (mold remediation) Civil Engineering Review See attached site observation report by Siegfried Engineering Commissioning Agent Review See attached commissioning field report by Capital Engineering Consultants Arch
EXHIBIT 1
Electrical Engineering Review See attached site observation report by HCS Engineers Mechanical and Plumbing
Engineering Review See attached site observation report by Capital Engineering Photovoltaic System
Engineering Review See attached site observation report by ECOM Engineering Structural Engineer See attached site observation report by Siegfried Engineering One window has a window screen, with wickets (not per specifications) Arch
EXHIBIT 1
DATE & TIME: May 10 and May 24, 2023
LOCATION:

RESPONSE TO:

PROJECT:

NE Stockton Library & CommARCHITECT'S PROJECT #: 18118 1461 Morada Lane, Stockton, CA
OWNER: City of Stockton CONTRACTOR: Patriot Contracting LEGNED KEY:

F Observation of potential unapproved Field Changes, detail changed without approved RFI C Observed work that may to not be in conformance with Contract Documents R Observed work where correction may require additional rework, see Repair Tracking List for examples G General Punch List observations
$ Verify total request on Pay App against these incomplete items S Installation preceeds Submittal submission and/or approval (revise and resubmit or rejected status) # Legend
Key Location Micro
Location
Description
1 G, F General -
Interior
Children's 116
General
The elevated floor structure for the children’s area near the southeast corner of the building was not installed. Sleeper anchor bolt holes appear to have been drilled in the slab but anchor bolts had not been installed or were previously removed.
2 G General -
Exterior
Courtyard
Reading/Fitnes
s 140 General
The exterior portion of the walk off mat in the courtyard area on the east side of the building was not complete. Dowels from the building slab remained exposed. 3 G General -
Exterior
Exterior South
Exterior East
Pier footings and anchor bolts for the perforated building screen on the southern and eastern faces of the building were present. Roughly 30% of the structural steel support for these screens on the south and east face of the building were installed. However, the overall quality of construction for the screen framing and anchorage appeared poor.
4 F General -
Exterior
Exterior South
Exterior East
Modifications to the base plates and anchor bolt layouts approved in various RFIs for the perforated building screen did not appear to match field conditions. The top of pier footing elevations appeared extremely low compared to the baseplate elevations. We expect this will result in additional concrete needing to be poured and a cold joint in the footing and anchor bolt development to be present. Overall, it appears that the foundations and anchor bolts were not properly placed and the contractor has continued to make modifications to the steel framing and baseplates to accommodate.

FIELD OBSERVATION REPORT - STRUCTURAL
NE Stockton Library Site Visit
Owner Request for Project Status at time of Suspension
The purpose of this Report is to document the general status and progress of the Work as of the date and time noted above. The observations contained herein are not, and should not be construed as, an exhaustive or continuous on-site inspection to check the quality or quantity of the Work. The Architect neither has control over nor charge of, nor is responsible for, the construction means, methods, techniques, sequences or procedures, or safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents.

Structural
EXHIBIT 1
5 G, R General -
Exterior
Exterior South
Exterior East
While unfinished, portions of the building screen support structure appeared to be out of plumb. Screen columns on the south face of the building appeared to be set close to the face of the building with an inadequate gap. The columns appeared to be roughly 4 inches clear of the wall face near gridline 8 and as close as half an inch near gridline 10 at the roof parapet. We expect the screen wall, in this condition, will cause significant impact damage to the building facade over time as it deflects from out of plane wind loads. 6 G, R General -
Exterior
Exterior South
Exterior East
Bolted erection aides were still present for the installed building screen steel framing and, in general, appeared to be misaligned in various areas; causing gaps and misaligned framing at connections that are intended to be fully welded. Prolonged staging on the site appeared to have left damaged areas of galvanizing on the steel members that will require cleaning, removal of rust and potentially repair or replacement
7 G Site - Exterior
Masonry walls for the trash enclosure on the western end of the parking lot were roughly 95% complete and appeared to be fully grouted. A vertical control joint was installed on the back side of the enclosure but did appear to be properly sealed. Steel posts for the man door and double swing gate were installed but the door and gate framing were incomplete. The trash enclosure roof screen framing was installed but the perforated panel covering was not present. The trash enclosure roof screen framing above the masonry walls was not grouted and appeared to be supported with stacked steel shim plates. It is unclear if the enclosure roof steel framing is anchored to the top of the masonry walls.
8 G General -
Exterior
Courtyard
Reading/Fitnes
s 140 General
Structural framing for the exterior canopy and accordion door located between gridlines 8.4 and 9.3 appeared substantially complete, however there appeared to be areas of exterior canopy framing that required finishes or additional weatherproofing. Structural steel framing for interior movable partitions also appeared complete.
9 G, R General -
Interior
Various areas of the building slab-on-grade appeared to have lifted or settled. This was evident by various areas of uneven slab to column block-out transitions and widening of slab construction joints; most notably along gridlines 6 and B.
10 G,R General -
Interior
Various cracks in the slab-on-grade, roughly 0.030” in width. These were most notable in the gymnasium, circulation, maker space and reading room areas. Many of the electrical/data floor boxes embedded in the slab on grade had severe localized cracking surrounding each box. 11 G General -
Exterior
Lower roof
(upper roof not
accessible for
observation)
On the lower roof area, east of gymnasium, the TPO roofing membrane had been applied over the rigid insulation but remained unfinished and felt “loose” in some areas. 12 G General -
Exterior
Lower roof
(upper roof not
accessible for
observation)
The structural steel members for the mechanical screens appeared to be fully framed but remained unscreened. Structural revisions to the roof screen layouts issued in CCD #020 did not appear to be implemented.

Structural
EXHIBIT 1
DATE & TIME: May 10 and May 24, 2023
LOCATION:

RESPONSE TO:

F Observation of potential unapproved Field Changes, detail changed without approved RFI C Observed work that may to not be in conformance with Contract Documents R Observed work where correction may require additional rework, see Repair Tracking List for examples G General Punch List observations
$ Verify total request on Pay App against these incomplete items S Installation preceeds Submittal submission and/or approval (revise and resubmit or rejected status) # Legend
Key Location Micro Location Description
1 C Site - Exterior Trash enclosure structure is unfinished. 2 C Site - Exterior No striping and signage have been installed 3 C Site - Exterior Parking Lot pavement is 95% complete, however the bulk of the site hardscape is only formed and base rock has been placed
4 C Site - Exterior
Hardscape work and site features (such as the basketball court, play area, turf pavers, and concrete work) outside of the parking lot are incomplete 5 C Site - Exterior
Stormwater basins are about 50% complete. Where one of three basins is fully complete, one is 50% complete, and the third is incomplete. All have a tremendous amount of sediment and vegetation and will not perform properly unless the sediment is removed and the vegetation properly removed 6 C Site - Exterior Basin outfalls are not complete with all fittings. 7 G Site - Exterior There are many rills in the basin slopes with erosion being rather significant. The cobble slope protection in these areas is missing
8 G Site - Exterior There is unfinished grading where some areas seem to be mounded or stockpiled

FIELD OBSERVATION REPORT - CIVIL
NE Stockton Library Site Visit
Owner Request for Project Status at time of Suspension
The purpose of this Report is to document the general status and progress of the Work as of the date and time noted above. The observations contained herein are not, and should not be construed as, an exhaustive or continuous on-site inspection to check the quality or quantity of the Work. The Architect neither has control over nor charge of, nor is responsible for, the construction means, methods, techniques, sequences or procedures, or safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents.

Civil
EXHIBIT 1
9 G Site - Exterior There are random areas of broken concrete and concrete pads that are in landscape areas, most dirt areas have concrete debris mixed into the soil 10 C Site - Exterior The large open space at the NW is not graded per plan as are the majority of the unfinished areas
11 G, R Site - Exterior
The basketball court and other concrete areas have been formed or partially formed and base rock has been added, however it appears to be loose and compaction is questionable. Overall the concrete quality is poor with curb widths varying, concrete chipped, foundations chipped off, finish in places is rough and unfinished
12 C Site - Exterior No light poles are installed on the site. 13 G Site - Exterior
Various utility risers for electrical, water, storm drain and/or sanitary sewer protrude above grade, are cracked, or are not set at the proper elevation 14 C Site - Exterior
There are no outfalls on storm drain pipes into the basin and no erosion control rock has been installed to prevent erosion. Erosion at these locations were found 15 C Site - Exterior
Storm drainage at the center of the building appears to be unfinished. The track drain is staked and formed but should not be poured as it is, the drain is not gapped correctly, the junction boxes are crooked, and elevation need to be checked.
16 C Site - Exterior The rectangular curb-o-let sections are incomplete and connections are not made 17 G Site - Exterior Fire hydrants are still bagged and their functional state is not clear Civil
EXHIBIT 1
DATE & TIME: May 10 and May 24, 2023
LOCATION:

RESPONSE TO:

PROJECT: NE Stockton Library & Community Center ARCHITECT'S PROJECT #: 18118 1461 Morada Lane, Stockton, CA CONSULTANT PROJECT #: XXX OWNER: City of Stockton CONTRACTOR: Patriot Contracting LEGNED KEY:
` F Observation of potential unapproved Field Changes, detail changed without approved RFI C Observed work that may to not be in conformance with Contract Documents R Observed work where correction may require additional rework, see Repair Tracking List for examples G General Punch List observations
$ Verify total request on Pay App against these incomplete items S Installation preceeds Submittal submission and/or approval (revise and resubmit or rejected status) # Legend
Key Location Micro Location Description
1 EXTERIOR 1) Exterior
2 G EXTERIOR a) Some Wall mount linears are installed, but not all 3 G EXTERIOR
b) Exterior bollards in the front of the building have not been installed, and the conduit to them appears
incomplete.
4 G EXTERIOR c) Ev chargers have not been installed. 5 G EXTERIOR d) The gate and locking system has not been installed. 6 G EXTERIOR e) The F2 fixture and can lights at the entry canopy has not been installed.
7 G EXTERIOR f) The exterior exit signs have not been installed. 8 G EXTERIOR g) The basketball court lights have not been aimed

FIELD OBSERVATION REPORT - ELECTRICAL
NE Stockton Library Site Visit
Owner Request for Project Status at time of Suspension
The purpose of this Report is to document the general status and progress of the Work as of the date and time noted above. The observations contained herein are not, and should not be construed as, an exhaustive or continuous on-site inspection to check the quality or quantity of the Work. The Architect neither has control over nor charge of, nor is responsible for, the construction means, methods, techniques, sequences or procedures, or safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents.

ELECTRICAL
EXHIBIT 1
9 G EXTERIOR h) The sign on the front of the building has not been installed.
10 G EXTERIOR i) The shade structure and lights have not been installed.
11 G EXTERIOR j) The farmer’s market pedestal has not been installed. 12 G EXTERIOR k) Irrigation system controller was installed, there is a conduit for it, but no wires have been connected.
13 14 ELECTRICAL
ROOM 2) Electrical room
15 G ELECTRICAL
ROOM
a) The electrical service, and PG&E meter has been
installed. All of the breakers had Collins Electric lock- off’s installed.
16 R ELECTRICAL
ROOM
b) The solar inverters were to be installed on the roof.

Because they were not installed on the roof, more
equipment has been added to the electrical room and
interferes with the PG&E required clearance. The
inverters are to be moved to the roof and rewired.
17 R ELECTRICAL
ROOM
c) The circuit breaker panel for the solar system was not submitted. It’s a load center and does not match the construction or specifications for the project. Also, the cover was removed and sitting on the floor. It’s unclear if the solar electric system was generating power and
the system left in an unsafe condition.
18 R ELECTRICAL
ROOM
d) There is an empty loose conduit hanging from the
wall above the door. The conduit work within the room
is incomplete.
19 G ELECTRICAL
ROOM
e) The fire alarm system was closed, but it’s unclear as to the completeness of the system.

ELECTRICAL
EXHIBIT 1
20 G ELECTRICAL
ROOM
f) The electrical panels were initially locked. An electrician came and opene the panels.. Directories
have not been installed, interconnections of the panels to the BMS system has not been installed.
21 G ELECTRICAL
ROOM g) Sheetrock around the panels was incomplete.
22 23 MEHCANICAL
ROOM 3) Mechanical Room
24 S MEHCANICAL
ROOM
a) Lighting, outlets, and connection for the water meter into the BMS system have not been completed.
25 26 GYM 4) Gym
27 GG Y M
a) The backstop motors have no been connected.

Loose cable was hanging from the mtoors. I didn’t notice the conduit to connect them.
28 GG Y M
b) The operable window system has loose and
unconnected wire hanging from the windows. The
control system has not been installed.
29 GG Y M c) The porter control system has not been installed. 30 GG Y M d) No scoreboards.
31 GG Y M e) Floor outelts for the scorekeeper have not been installed.
32 33 STORAGE 102 5) Storage Room 102
34 S STORAGE 102
a) The BMS control system was installed surface
mounted on the walls with unistruct, gutters and
exposed conduit. The submittals for the BMS were
never approved as we had asked them to locate their
control modules on plans to avoid this situation
35 ELECTRICAL
EXHIBIT 1
36 THROUGHOUT 6) Data Throughout
37 G THROUGHOUT
a) The IDF racking has not been installed. Cables are pulled and hanging from jack and conduit stubs and
coiled where racks were to be installed.
38 G THROUGHOUT b) None of the control system that are to be installed in the racks were installed because the racks weren’t.
39 40 BATHROOMS 7) Bathrooms
41 R BATHROOMS a) Unravelling Flex conduit is sticking out of the wall.

Outlets and lights are not installed, but fire alarm was. 42 G BATHROOMS b) Hand dryers, outlets, water heaters, etc are incomplete or missing.
43 44 HAL 106 8) Hall 106
45 R HAL 106
a) The pendant fixtures are too tight to the duct work, and some fixtures appear to be supporting the duct work and are no longer level.
46 47 CIRCULATION 9) Circulation
48 R CIRCULATION a) There was still outstanding isssues as to the number of circuit and data drops. No work has been done here. 49 R CIRCULATION
b) The F1 Fixture in the cloud element has too many
joints in the lensing. At the T interconnections, there is a mitered 45 degree joint and then 9” away in both
directions is a straight joint. These joints are visible with the lights off and would be more visible with the light on.

ELECTRICAL
EXHIBIT 1
50 S CIRCULATION
c) The BMS displays have not been installed and it’s unclear how much of the system has been installed.

There was no interfacing of the electrical panels nor the water meter.
51 52 STACKS 10) Stacks
53 RS T A C K S
a) The linear light fixtures have not been tightened to be in a straight run and excess suspension wire for the
fixtures are hanging off the fixtures.
54 GS T A C K S b) Floor outlets are not complete.
55 56 THROUGHOUT 11) Other Areas
57 G THROUGHOUT a) Only selected lights have been installed. 58 G THROUGHOUT b) Wall Outlet boxes have been installed, but no outlets. 59 R THROUGHOUT
c) It was noted that as in previous inspections, electrical outlet boxes are too deep in the wall. The Code allows 1/8” gap between the face of wall and the edge of the
outlet box, but there are some in the multipurpose ½”
deep.
60 G THROUGHOUT d) Floor outles have not been installed. 61 ELECTRICAL
EXHIBIT 1
DATE & TIME: May 10 and May 24, 2023
LOCATION:

RESPONSE TO:

FIELD OBSERVATION REPORT - MECHANICAL
NE Stockton Library Site Visit
Owner Request for Project Status at time of Suspension
The purpose of this Report is to document the general status and progress of the Work as of the date and time noted above. The observations contained herein are not, and should not be construed as, an exhaustive or continuous on-site inspection to check the quality or quantity of the Work. The Architect neither has control over nor charge of, nor is responsible for, the construction means, methods, techniques, sequences or procedures, or safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents.

MECHANICAL
EXHIBIT 1
7 G, R General - Interior Ceiling
A few instances of flexible duct are “pinched” where they attach to ceiling grilles/diffusers. Flexible ductwork shall be installed to minimize sharp radius turns and offsets per Specification Section 23 80 00 – 3.10 I. 8 G General - Interior Telecom 126
Control system: Alerton and LG control panels installed but unable to confirm level of progress. Assumed substantial start-up and control sequencing work still to be completed.
9 G General - Interior Electrical 104 SAC -1 installation incomplete; missing thermostat and condensate. 10 G General - Exterior Roof
AC-1 and AC-2 installation incomplete; missing thermostats. AC-1 covered with tarp; unable to observe progress of work.
11 G General - Exterior Roof Secure condensate piping at discharge to roof drain (piping is detached from ‘Dura- Blok’).
12 G General - Exterior Roof Discharge condensate at primary roof drain (currently routed to overflow drain). 13 G General - Interior Provide equipment identification labels per Specification Section 22 00 50 – 2.16. 14 G General - Interior Provide pipe identification labels per Specification Section 22 00 50 – 2.17. 15 G General - Interior Mech / Fire Riser 105 Gas shut-off valve at building service riser shall be provided with signage on wall per 6/P500.
16 G Various plumbing pipes observed to be open; contractor shall close ends of open pipes during construction.
17 G, R General - Exterior Segment of horizontal rainwater piping appears to have partially damaged insulation, and needs to be repaired.
18 G General - Exterior Roof Provide counter flashing and vandal-proof cap at vents thru roof per Specification Section 22 00 50 – 3.10 G.
19 G General - interior Provide closed-cell vinyl covers at accessible fixtures for exposed waste piping per Specification Section 22 40 00 – 2.9.
20 G General - Exterior Clean debris on roof, especially at roof drains. 21 G General - Interior Rooms 127, 128, and 129 Complete plumbing fixture installation at Locker and Restroom core 22 G General - Interior Rooms 120 & 121 Instantaneous water heaters at rooms 120 and 121 missing; complete installation. 23 G General - Exterior Mechnical 105 Domestic water piping in mechanical room shall be insulated. 24 G General - Exterior Mechnical 105 EWH-1 missing expansion tank strap, thermometer, and gate valve per 3/P500.

MECHANICAL
EXHIBIT 1
25 G General - Exterior Custodian 103 Sanitary Sink installation incomplete in Custodian 103.

MECHANICAL
EXHIBIT 1
DATE & TIME: May 10 and May 24, 2023
LOCATION:

RESPONSE TO:

FIELD OBSERVATION REPORT - COMMISSIONING
NE Stockton Library Site Visit
Owner Request for Project Status at time of Suspension
The purpose of this Report is to document the general status and progress of the Work as of the date and time noted above. The observations contained herein are not, and should not be construed as, an exhaustive or continuous on-site inspection to check the quality or quantity of the Work. The Architect neither has control over nor charge of, nor is responsible for, the construction means, methods, techniques, sequences or procedures, or safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents.

Cx
EXHIBIT 1
8 G
Equipment Identification missing per Spec Section 23 00 50 - 2.12 A: Identify each piece of equipment with a permanently attached engraved bakelite plate, 1/2 inch high white letters on black background.
9 G General - Interior Electrical 104 SAC-1 – Condensate line not installed. Thermostat not installed. 10 G General - Interior Telecom 126 SAC-2 – Thermostat not installed 11 G General - Exterior Roof AC-1 and AC-2 thermostats not installed. Roof mounting installation incomplete. 12 G General - Interior Cafe 112 FCU-9 – Electrical disconnect installation incomplete. 13 G General - Interior Teen Area 114 FCU- 7 – Thermostat with incorrect label 14 G General - Interior Maler / activity Space 113 FCU- 8 – Thermostat with incorrect label and electrical disconnect not installed 15 G General - Interior Admin 123
FCU-1 – electrical disconnect not installed
16 G General - Interior Living Room 115 FCU-6 – electrical disconnect not installed 17 G General - Interior Fitness 107 FCU – 12 Thermostat not installed 18 G General - Interior Lighting control installation not complete. Several areas without lighting controls. 19 G General - Interior Storage 102 Wiring not complete for lighting control panels found in storage 102 20 G General - Interior PANEL HV – missing circuit breakers for AC-1 / AC-2 21 G General - Interior Panelboard circuit breakers incomplete. RFIs noticed on panelboards calling out for replacement of circuit breakers.
22 G General - Interior Electrical 104 Electrical connections to the inverters found in electrical room 104 incomplete. 23 G Landscape Landscape contractor activities have not started. All landscape construction activities incomplete.

Cx
EXHIBIT 1
24 G
•Electrical – Lighting
-After installation of lighting controls and panels are complete, lighting startup can take place.
-Lighting Programming to be complete
-Electrical contractor to Provide Lighting Startup Report -Lighting T-24 Acceptance Testing will require a Acceptance Test Technician Certification Provider (ATTCP)
-T-24 Acceptance Testing documents to provided to Commissioning Agent for review.
25 G
•Plumbing
-After installation is complete on the electric water heater and instantaneous water heaters, start-up can take place.
-Contractor to adjust temperature to meet setpoints.
26 G
•HVAC
-After installation is complete of the HVAC equipment and electrical connections and breakers installed, mechanical contractor start-up tech can begin startup of the units.
-Contractor to provide start-up reports of all HVAC equipment 27 G
•Controls
-Controls contractor can begin start-up and begin programming. -Controls contractor to provide point-to-point report to commissioning agent for review.
28 G
•Photovolteic
-Completion of all wiring to be complete prior to startup. -Contractor to provide startup reports for the system.
29 G •Irrigation
Irrigation installation phase not complete. Not ready for startup 30 G
•TAB of HVAC Equipment
-Prior to test and balance of HVAC equipment, mechanical contractor to replace all construction filters with 2” MERV-13 filters.
-After successful startup, TAB contractor to begin testing and balancing of HVAC equipment.
-TAB report to be provided to Commissioning Agent for review. -Mechanical contractor to provide mechanical T-24 Acceptance Forms. 31 G •Commissioning agent will be functionally testing HVAC & Controls, Lighting, Plubming Equipment, Photovoltaic and Irrigation.

Cx
EXHIBIT 1
DATE & TIME: May 10 and May 24, 2023
LOCATION:

RESPONSE TO:

FIELD OBSERVATION REPORT - PV
NE Stockton Library Site Visit
Owner Request for Project Status at time of Suspension
The purpose of this Report is to document the general status and progress of the Work as of the date and time noted above. The observations contained herein are not, and should not be construed as, an exhaustive or continuous on-site inspection to check the quality or quantity of the Work. The Architect neither has control over nor charge of, nor is responsible for, the construction means, methods, techniques, sequences or procedures, or safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents.

PV
EXHIBIT 1

EXHIBIT D

Schedule

EXHIBIT 1
Activity ID Activity Description Duration
(Work-Days)
Start Finish Predecessors Successors
NE StocNE Stockton Library & Community Center Re-Start 1129d 01-Jul-21 A 11-Dec-25 Project Project Re-Start Activities 495d 20-Apr-23 A 10-Apr-25 A2190 Project Suspension 1d 20-Apr-23 A 08-Nov-24 6, A1740 A2200 A2200 Project Restart 0d 11-Nov-24 A2190 A2210, A1870, A2080, A1800, A2220, A1540 A2210 Remobilize Subcontractors 20d 11-Nov-24 10-Dec-24 A2200 107, A1760, 162, 175, A1280, A1290, A2020, 28, A1890, A2320, A2470, A2480, A2420, A2450, A2670
A2480 Initial Fire Damage Investigation 10d 11-Dec-24 24-Dec-24 A2210 A2460, A2500, A2700, 243, 246 A2490 Final Fire Damage Investigation 10d 28-Mar-25 10-Apr-25 A2500 A2540, A2550, A2570, A2640, A2780 Pre-ConPre-Construction Activities 701d 27-Oct-22 A 30-Sep-25 SubmittaSubmittal & Material Ordering 701d 27-Oct-22 A 30-Sep-25 A1870 CCD 18 Gate & Fence Changes 15d 27-Oct-22 A 03-Dec-24 A2200 276, A1660 A2080 Owner EQ-15 Procurement 15d 23-Nov-22 A 03-Dec-24 A2200 257 A1800 CCD 20 Mechanical Screen Wall Changes 15d 20-Dec-22 A 03-Dec-24 A2200 A1910 A2220 Flatwork Rebar Submittal 15d 10-Apr-23 A 03-Dec-24 A2200 A2310 A1540 CCD 4 shade structure fabrication 30d 11-Nov-24 24-Dec-24 A1530, A1640, A2200 A1550 A1890 Owner provided Ext. Bldg. Sign Support Design 15d 11-Dec-24 02-Jan-25 A1880, A2210 A1900 A1900 Exterior Bldg. Sign Fabrication 30d 03-Jan-25 13-Feb-25 A1890 A1620 MechanMechanical 120d 11-Dec-24 30-May-25
A2420 Mechanical Equipment Fabrication 120d 11-Dec-24 30-May-25 A2210 A1760, A2620, A2520 ElectricaElectrical 120d 11-Dec-24 30-May-25
A2450 Electrical Equipment Fabrication 120d 11-Dec-24 30-May-25 A2210 A2530, A2560 Curtain Curtain Wall / Glazing 120d 26-Dec-24 13-Jun-25 A2460 Curtain Wall / Glazing Fabrication 120d 26-Dec-24 13-Jun-25 A2480 A2610, A2650, A2770 FlooringFlooring 65d 11-Dec-24 13-Mar-25
A2470 FSC Flooring Fabrication 65d 11-Dec-24 13-Mar-25 A2210 A2250 Exterior Exterior Siding 120d 11-Apr-25 30-Sep-25
A2640 Exterior Siding Procurement 120d 11-Apr-25 30-Sep-25 A2490 A2820, A2830 Ceiling GCeiling Grid 120d 11-Dec-24 30-May-25
A2670 Ceiling Grid Procurement 120d 11-Dec-24 30-May-25 A2210 A2660 ConstruConstruction 1129d 01-Jul-21 A 11-Dec-25
18 Anticipated Rain/ Weather Day 0d 09-Oct-25 09-Oct-25 308 309 UG Wet UG Wet Utilities 40d 01-Jul-21 A 10-Jan-25
28 Storm Drain 40d 01-Jul-21 A 10-Jan-25 25, A2210 A1160 Trash ClTrash Closure 7d 11-Dec-24 19-Dec-24
107 Install Roof 3d 11-Dec-24 13-Dec-24 106, A2210 108, 176 108 Install Sheet Metal 1d 16-Dec-24 16-Dec-24 107 109
109 Paint metal structure and gates 3d 17-Dec-24 19-Dec-24 108 300 Roof - LiRoof - Library Area and Canopy 734d 15-Jun-22 A 05-May-25 122 Install walking pads - LC 5d 15-Jun-22 A 06-Feb-25 A1950 123 A1910 CCD 20 Structural Steel Fabrication 25d 04-Dec-24 09-Jan-25 A1800 A1920 A1920 CCD 20 Remove & Replace Roof 5d 10-Jan-25 16-Jan-25 A1910 A1930 A2740 Replace Fire Damaged SS 60d 10-Jan-25 03-Apr-25 A2500 A2680 A1930 CCD 20 Install New Screen Wall Structural Supports 3d 17-Jan-25 21-Jan-25 A1920 A1940 A1940 Frame Equipment Screen Walls 5d 22-Jan-25 28-Jan-25 A1930 A1950 ul A S Oct N D Jan F M Apr M Jun Jul A S Oct N D Jan F Mar Apr M Junul 2025 2026
Project Suspension
Project Restart
Remobilize Subcontractors
Initial Fire Damage Investigation
Final Fire Damage Investigation
CCD 18 Gate & Fence Changes
Owner EQ-15 Procurement
CCD 20 Mechanical Screen Wall Changes
Flatwork Rebar Submittal
CCD 4 shade structure fabrication
Owner provided Ext. Bldg. Sign Support Design
Exterior Bldg. Sign Fabrication
Mechanical Equipment Fabrication
Electrical Equipment Fabrication
Curtain Wall / Glazing Fabrication
FSC Flooring Fabrication
Exterior Siding Procurement
Ceiling Grid Procurement
Anticipated Rain/ Weather Day
Storm Drain
Install Roof
Install Sheet Metal
Paint metal structure and gates
Install walking pads - LC
CCD 20 Structural Steel Fabrication
CCD 20 Remove & Replace Roof
Replace Fire Damaged SS
CCD 20 Install New Screen Wall Structural Supports
Frame Equipment Screen Walls
Start Date: 22-Feb-21
Finish Date: 11-Dec-25
Data Date: 02-Aug-24
Run Date: 13-Aug-24 09:49

Page 1 of 6 ends

Hammock Activity
Actual Level of Effort
Actual Work
Non-Critical Work
Critical Work
Milestone
Critical Milestones
NE Stockton Library Community Center Re-Start
EXHIBIT 1
Activity ID Activity Description Duration
(Work-Days)
Start Finish Predecessors Successors
A1950 Install Sheet Metal Siding 5d 29-Jan-25 04-Feb-25 A1940 298, 122, 123 A2680 Remove / Replace Roofing @ Fire Damage Area 20d 04-Apr-25 01-May-25 A2740 A2600, 123 123 Roof cleanup - LC 1d 02-May-25 02-May-25 119, 120, 121, 122, A1950, A2680
124, 133
124 Final roof manufacturer's warranty inspection - LC 1d 05-May-25 05-May-25 123 309 Roof - BRoof - Basketball Court Area & Canopy 2d 05-May-25 06-May-25 133 Roof cleanup - Gym 1d 05-May-25 05-May-25 131, 132, 123 134 134 Final roof manufacturer's warranty inspection - Gym 1d 06-May-25 06-May-25 133 295 BuildingBuilding Rough-in - Library Area 187d 26-Dec-24 18-Sep-25 A2500 Fire Damage Demolition 65d 26-Dec-24 27-Mar-25 A2480 A2490, A2740, A2510, A2630 A2510 Smoke Seal 20d 28-Mar-25 24-Apr-25 A2500 A2600, A2590 A2550 Repair/Replace Fire Sprinkler 10d 11-Apr-25 24-Apr-25 A2490 A2600 A2540 Repair/Replace Plumbing 15d 11-Apr-25 01-May-25 A2490 A2600 A2590 Reframe Walls @ Fire Damage Area 5d 25-Apr-25 01-May-25 A2510 A2570 A2560 Repair/Replace Low Voltage & Fire Alarm 30d 02-Jun-25 14-Jul-25 A2450 A2600, A2660 A2520 Repair/Replace Mechanical Ducting 50d 02-Jun-25 11-Aug-25 A2420 A2600, A1760, A2620, A2660 A2530 Repair/Replace Electrical 50d 02-Jun-25 11-Aug-25 A2450 A2600, A2570, A1760 A2620 AHU Install & Fit-up 7d 12-Aug-25 20-Aug-25 A2520, A2420 A1760, A2660, A2810 A2810 Replace Control Wiring 10d 21-Aug-25 04-Sep-25 A2620 A1760 A1760 AHU Start-Up 5d 05-Sep-25 11-Sep-25 A1740, A2210, A2520, A2530, A2420, A2620, A2610, A2810
A1720, A1770, A2320
A1770 Bldg. Conditioning 5d 12-Sep-25 18-Sep-25 A1760, A1790 A1720, A1690, 200, A1060, A1650, A2060, A2070, A1340, 308
BuildingBuilding Rough-in - Basketball Court Area 0d 02-Aug-24 02-Aug-24 160 Final MEPs rough Inspection - Gym 0d 02-Aug-24 153, 154, 157, 158, 156 161 161 All other inspections ( Includes Fire Marshal Inspection) - Gym 0d 02-Aug-24 155, 159, 160, 156 162 Exterior Exterior - Library Area 233d 16-Dec-24 12-Nov-25 176 Install decorative Screen posts - LC 5d 16-Dec-24 20-Dec-24 169, 107 177, A2720 177 Install Decorative Screens - LC 10d 23-Dec-24 07-Jan-25 176 A2310 A2630 Repair / Replace Exterior Siding Assembly @ Fire Damage Area 20d 28-Mar-25 24-Apr-25 A2500 170, A1620, A2690 A1620 Install new exterior Building Sign to Building 5d 25-Apr-25 01-May-25 169, A1900, A2000, A2630 298 A2650 Replace Damaged Glazing 15d 16-Jun-25 07-Jul-25 A2460 A2760 A2610 Repair / Replace Curtain Wall 45d 16-Jun-25 18-Aug-25 A2460 A2230, A1760, A1270, A2750 A2760 Install ADA Windows 20d 08-Jul-25 04-Aug-25 A2650 A1270 A2570 Repair/Replace Storefronts 15d 12-Aug-25 02-Sep-25 A2490, A2590, A2530 A2600 A2750 Modify Flashing at Curtainwalls 20d 19-Aug-25 16-Sep-25 A2610 A1270 A1270 Water Intrusion Test 0d 17-Sep-25 172, A2610, A2750, A2760 174 A2820 Remove & Replace Damaged Siding 20d 01-Oct-25 28-Oct-25 A2640 170 170 Paint Exterior siding - LC 10d 29-Oct-25 11-Nov-25 169, A1320, A2000, A2630, A2820
174, 175, 184
174 GC Exterior Envelope Check - LC 1d 12-Nov-25 12-Nov-25 170, 171, 172, A1000, A1290, A1270
175
Exterior Exterior - Basketball Court Area 161d 28-Mar-25 12-Nov-25 A2690 Repair / Replace Exterior Siding Assembly 20d 28-Mar-25 24-Apr-25 A2630 184 A2770 Repair / Replace Glazing, Curatinwalls & Doors 20d 16-Jun-25 14-Jul-25 A2460 A2600 ul A S Oct N D Jan F M Apr M Jun Jul A S Oct N D Jan F Mar Apr M Junul 2025 2026
Install Sheet Metal Siding
Remove / Replace Roofing @ Fire Damage Area
Roof cleanup - LC
Final roof manufacturer's warranty inspection - LC
Roof cleanup - Gym
Final roof manufacturer's warranty inspection - Gym
Fire Damage Demolition
Smoke Seal
Repair/Replace Fire Sprinkler
Repair/Replace Plumbing
Reframe Walls @ Fire Damage Area
Repair/Replace Low Voltage & Fire Alarm
Repair/Replace Mechanical Ducting
Repair/Replace Electrical
AHU Install & Fit-up
Replace Control Wiring
AHU Start-Up
Bldg. Conditioning
Final MEPs rough Inspection - Gym
All other inspections ( Includes Fire Marshal Inspection) - Gym Install decorative Screen posts - LC
Install Decorative Screens - LC
Repair / Replace Exterior Siding Assembly @ Fire Damage Area Install new exterior Building Sign to Building
Replace Damaged Glazing
Repair / Replace Curtain Wall
Install ADA Windows
Repair/Replace Storefronts
Modify Flashing at Curtainwalls
Water Intrusion Test
Remove & Replace Damaged Siding
Paint Exterior siding - LC
GC Exterior Envelope Check - LC
Repair / Replace Exterior Siding Assembly
Repair / Replace Glazing, Curatinwalls & Doors
Start Date: 22-Feb-21
Finish Date: 11-Dec-25
Data Date: 02-Aug-24
Run Date: 13-Aug-24 09:49

Page 2 of 6 ends

Hammock Activity
Actual Level of Effort
Actual Work
Non-Critical Work
Critical Work
Milestone
Critical Milestones
NE Stockton Library Community Center Re-Start
EXHIBIT 1
Activity ID Activity Description Duration
(Work-Days)
Start Finish Predecessors Successors
A2830 Remove & Replace Damaged Siding 1d 01-Oct-25 01-Oct-25 A2640 184 184 Paint Exterior siding - Gym 10d 29-Oct-25 11-Nov-25 183, A1010, 170, A2010, A2690, A2830
188, 189
188 Exterior Completion - Gym 0d 12-Nov-25 185, 184, 186, A1020 300 189 Install MEP finishes 1d 12-Nov-25 12-Nov-25 185, 184, A1020 295 BuildingBuilding Finishes - Library Area 155d 11-Apr-25 18-Nov-25 A2780 Owner Direction Slab Remediation 10d 11-Apr-25 24-Apr-25 A2490 A2600 A2230 Raised Floor Frame 7d 19-Aug-25 27-Aug-25 A2610 A2250 A2250 Raised Floor Plywood 3d 28-Aug-25 02-Sep-25 A2230, A2470 222 A2600 Repair / Replace / Patch Drywall 20d 03-Sep-25 30-Sep-25 A2530, A2520, A2560, A2570, A2540, A2550, A2510, A2680,
A2770, A2780
219, A2660
A1340 Cabinet & Wallcovering Mockup 1d 18-Sep-25 18-Sep-25 A1770 201 A1690 Floor Prep 7d 19-Sep-25 29-Sep-25 A1680, A1770, A2020 222, A1040, 214, A1670, 201, A2790 222 Install floor coverings A - LC 7d 24-Sep-25 02-Oct-25 199, A1690, A2250 223, 224, A1070 A1040 Tile Office Area - LC 8d 30-Sep-25 09-Oct-25 196, A1030, 214, A1690 208, 216, A1670 214 Tile Locker Room - LC 12d 30-Sep-25 15-Oct-25 196, A1030, 199, A1690 208, 216, A1040 A2790 Install Lithocrete 15d 30-Sep-25 20-Oct-25 A1690 224, A2300 219 Fire extinguisher cabinets - LC 5d 01-Oct-25 07-Oct-25 199, A2600 225, 223 201 Install Cabinets and vanities - LC 20d 01-Oct-25 28-Oct-25 199, A1340, A1670, A1690 202 A2660 Re-Install Ceiling Grid 20d 01-Oct-25 28-Oct-25 A2670, A2520, A2600, A2560, A2620
A2060, A2070
A1070 Install floor coverings B - LC 7d 02-Oct-25 10-Oct-25 199, 222, A1650 223, 224, 215, 198 A1670 Kitchen Tile 8d 10-Oct-25 21-Oct-25 A1040, A1690 201 215 Wall Covering A - LC 3d 13-Oct-25 15-Oct-25 196, A1030, A1070 203, 204, 218, A1050 198 Install interior trims - LC 5d 13-Oct-25 17-Oct-25 196, A1030, A1070 207 A1050 Wall Covering B - LC 7d 13-Oct-25 21-Oct-25 196, A1030, 215 203, 204, 218, A1700 223 Install EQ-01, 02, 03, 04, 05, 06, 07, 08, 11, 20, & 21 (OFCI) - LC 7d 14-Oct-25 22-Oct-25 222, A1070, 219, 259 225, 227, 262 216 Bathroom accessories - LC 3d 16-Oct-25 20-Oct-25 214, A1040 225 207 HVAC final inspection - LC 0d 17-Oct-25 206, 198 220, 221 221 Air balancing & HVAC final inspection - LC 5d 20-Oct-25 24-Oct-25 207 225, 253 203 Install electrical finish - LC 10d 20-Oct-25 31-Oct-25 199, 200, 215, A1050, A1060 205 224 Install entrance grill - LC 2d 21-Oct-25 22-Oct-25 222, A1070, A2790 225 A2300 Security Gates 10d 21-Oct-25 03-Nov-25 A2790 A1700 218 Install signage - LC 5d 22-Oct-25 28-Oct-25 199, 215, A1050 225 204 Install low voltage finishes - LC 10d 28-Oct-25 10-Nov-25 199, 200, 215, A1050, A1060, A1700
205, 320
A2060 Install Acoustical Ceiling Tile A 3d 29-Oct-25 31-Oct-25 200, A1770, A2660 210 A2070 Install Acoustical Ceiling Tile B 3d 29-Oct-25 31-Oct-25 A1060, A1770, A2660 210 202 Install countertops - LC 5d 29-Oct-25 04-Nov-25 201 208 225 GC punch list - LC 7d 29-Oct-25 06-Nov-25 197, 216, 217, 218, 219, 224, 221, 223
226
210 Fire sprinkler finish - LC 5d 03-Nov-25 07-Nov-25 A2060, A2070 211, 212 212 Life/safety finish - LC 5d 03-Nov-25 07-Nov-25 200, 199, A1060, 210 213 A1700 Final Paint 5d 04-Nov-25 10-Nov-25 A1050, A2300 204 208 Plumbing finish - LC 5d 05-Nov-25 11-Nov-25 199, 202, 214, A1040 209 ul A S Oct N D Jan F M Apr M Jun Jul A S Oct N D Jan F Mar Apr M Junul 2025 2026
Remove & Replace Damaged Siding
Paint Exterior siding - Gym
Exterior Completion - Gym
Install MEP finishes
Owner Direction Slab Remediation
Raised Floor Frame
Raised Floor Plywood
Repair / Replace / Patch Drywall
Cabinet & Wallcovering Mockup
Floor Prep
Install floor coverings A - LC
Tile Office Area - LC
Tile Locker Room - LC
Install Lithocrete
Fire extinguisher cabinets - LC
Install Cabinets and vanities - LC
Re-Install Ceiling Grid
Install floor coverings B - LC
Kitchen Tile
Wall Covering A - LC
Install interior trims - LC
Wall Covering B - LC
Install EQ-01, 02, 03, 04, 05, 06, 07, 0
Bathroom accessories - LC
HVAC final inspection - LC
Air balancing & HVAC final inspection -
Install electrical finish - LC
Install entrance grill - LC
Security Gates
Install signage - LC
Install low voltage finishes - LC
Install Acoustical Ceiling Tile A
Install Acoustical Ceiling Tile B
Install countertops - LC
GC punch list - LC
Fire sprinkler finish - LC
Life/safety finish - LC
Final Paint
Plumbing finish - LC
Start Date: 22-Feb-21
Finish Date: 11-Dec-25
Data Date: 02-Aug-24
Run Date: 13-Aug-24 09:49

Page 3 of 6 ends

Hammock Activity
Actual Level of Effort
Actual Work
Non-Critical Work
Critical Work
Milestone
Critical Milestones
NE Stockton Library Community Center Re-Start
EXHIBIT 1
Activity ID Activity Description Duration
(Work-Days)
Start Finish Predecessors Successors
226 Cleanup - LC 3d 07-Nov-25 11-Nov-25 225 227
211 Fire sprinkler inspection - LC 1d 10-Nov-25 10-Nov-25 210 220, 302 213 Final life/safety inspection - LC 1d 10-Nov-25 10-Nov-25 212 220, 302 205 Final electrical inspection - LC 1d 11-Nov-25 11-Nov-25 203, 204, 144 220, 301 209 Final plumbing inspection - LC 1d 12-Nov-25 12-Nov-25 208 220 227 Architect/ Owner Punch list - LC 3d 12-Nov-25 14-Nov-25 226, 223 295, 220 220 Touchup paint - LC 2d 17-Nov-25 18-Nov-25 205, 207, 209, 211, 213, 227 300 BuildingBuilding Finishes - Basketball Court Area 238d 11-Dec-24 17-Nov-25 A2020 Owner Direction Slab Remediation 10d 11-Dec-24 24-Dec-24 234, A1710, A2210 A1720, A1690 243 HVAC final inspection - Gym 1d 26-Dec-24 26-Dec-24 242, A2480 252 246 Fire sprinkler finish - Gym 5d 26-Dec-24 02-Jan-25 234, A1080, A2480 247 A2700 Repair / Replace / Patch Drywall 15d 26-Dec-24 16-Jan-25 A2480 A2710 247 Fire sprinkler inspection - Gym 1d 03-Jan-25 03-Jan-25 246 252, 302 A2710 Re-Paint Gym 15d 17-Jan-25 06-Feb-25 A2700 A1720, 254, A1310, 257 257 Install EQ-15 (OFCI) - Gym 3d 07-Feb-25 11-Feb-25 238, A1080, A2080, A2710 260, A1300 254 Install bench frames - Gym 5d 07-Feb-25 13-Feb-25 234, A2710 258, A1720 A1310 Install Laminate Panels 10d 07-Feb-25 20-Feb-25 238, A1740, A2710 260, 240, 251, 250, 248, 237, 239 258 Install Bench finishes - Gym 4d 14-Feb-25 19-Feb-25 254 260 240 Install low voltage finishes - Gym 5d 21-Feb-25 27-Feb-25 238, A1310 241 248 Life/safety finish - Gym 5d 21-Feb-25 27-Feb-25 238, A1310 249 250 Install signage - Gym 5d 21-Feb-25 27-Feb-25 238, A1310 252 251 Fire extinguisher cabinets - Gym 5d 21-Feb-25 27-Feb-25 238, A1310 252 237 Install interior trims - Gym 7d 21-Feb-25 03-Mar-25 234, 238, A1310 260 239 Install electrical finish - Gym 10d 21-Feb-25 06-Mar-25 238, A1310 241 249 Final life/safety inspection - Gym 1d 28-Feb-25 28-Feb-25 248 252, 302 241 Final electrical inspection - Gym 1d 07-Mar-25 07-Mar-25 239, 240, 144 252, 301, 306 A1720 Floor Prep - Gym 4d 19-Sep-25 24-Sep-25 A1710, A1760, A1770, A2020, 254, A2710
256, 244
244 Plumbing finish - Gym 3d 25-Sep-25 29-Sep-25 238, A1720 245, 306 256 Install floor Gym coverings - Gym 6d 25-Sep-25 02-Oct-25 238, A1720 259, 260, A1090, 255 A1090 Install floor coverings Storage - Gym 5d 26-Sep-25 02-Oct-25 238, 256 259, 260 245 Final plumbing inspection - Gym 1d 30-Sep-25 30-Sep-25 244 252 252 Touchup paint - Gym 7d 01-Oct-25 09-Oct-25 241, 243, 245, 247, 249, 250, 251
260
259 Install bleachers - Gym 7d 03-Oct-25 13-Oct-25 256, A1090 260, 223 255 Install Gymnasium equipments - Gym 7d 03-Oct-25 13-Oct-25 234, 256 260 253 Air balancing & HVAC final inspection - Gym 5d 20-Oct-25 24-Oct-25 221 260 260 GC punch list - Gym 5d 27-Oct-25 31-Oct-25 235, 236, 253, 252, 255, 258, 259, 256, 257, A1080, A1090,
237, A1300, A1310
261
261 Cleanup - Gym 5d 03-Nov-25 07-Nov-25 260 262
262 Architect/ Owner Punch list - Gym 5d 10-Nov-25 14-Nov-25 261, 223 263, 295 263 Interior Finish Completion - Gym 0d 17-Nov-25 262 300 On Site On Site work 106d 04-Dec-24 02-May-25
A1660 CCD 18 Gate Changes 45d 04-Dec-24 06-Feb-25 A1870 270, A2310 A2720 Re-Grub Site 15d 23-Dec-24 14-Jan-25 176 A1550, A2310, A2730 ul A S Oct N D Jan F M Apr M Jun Jul A S Oct N D Jan F Mar Apr M Junul 2025 2026
Cleanup - LC
Fire sprinkler inspection - LC
Final life/safety inspection - LC
Final electrical inspection - LC
Final plumbing inspection - LC
Architect/ Owner Punch list - LC
Touchup paint - LC
Owner Direction Slab Remediation
HVAC final inspection - Gym
Fire sprinkler finish - Gym
Repair / Replace / Patch Drywall
Fire sprinkler inspection - Gym
Re-Paint Gym
Install EQ-15 (OFCI) - Gym
Install bench frames - Gym
Install Laminate Panels
Install Bench finishes - Gym
Install low voltage finishes - Gym
Life/safety finish - Gym
Install signage - Gym
Fire extinguisher cabinets - Gym
Install interior trims - Gym
Install electrical finish - Gym
Final life/safety inspection - Gym
Final electrical inspection - Gym
Floor Prep - Gym
Plumbing finish - Gym
Install floor Gym coverings - Gym
Install floor coverings Storage - Gym
Final plumbing inspection - Gym
Touchup paint - Gym
Install bleachers - Gym
Install Gymnasium equipments - Gym
Air balancing & HVAC final inspection -
GC punch list - Gym
Cleanup - Gym
Architect/ Owner Punch list - Gym
Interior Finish Completion - Gym
CCD 18 Gate Changes
Re-Grub Site
Start Date: 22-Feb-21
Finish Date: 11-Dec-25
Data Date: 02-Aug-24
Run Date: 13-Aug-24 09:49

Page 4 of 6 ends

Hammock Activity
Actual Level of Effort
Actual Work
Non-Critical Work
Critical Work
Milestone
Critical Milestones
NE Stockton Library Community Center Re-Start
EXHIBIT 1
Activity ID Activity Description Duration
(Work-Days)
Start Finish Predecessors Successors
A1160 Site Grading North 5d 13-Jan-25 17-Jan-25 28 A1170 A2730 Re-Build Subgrade under Concrete 7d 15-Jan-25 23-Jan-25 A2720 A2310 A1550 CCD 4 install shade structure 10d 15-Jan-25 28-Jan-25 A1540, A2720 276 A1170 Site Grading South 5d 17-Jan-25 23-Jan-25 A1160, A2120, A2130, A2140 A1180, A2030, A2040 A1180 Site Grading East 5d 22-Jan-25 28-Jan-25 A1170, 400 A1190, A1580, A2800 A1190 Site Grading West 5d 27-Jan-25 31-Jan-25 A1180 270, 277, A1350 A1580 CCD 16 Marquee sign install 5d 29-Jan-25 04-Feb-25 A1570, A1180 309 276 Install fence around play ground 10d 29-Jan-25 11-Feb-25 A1870, A1550 283, A1100, A1960 A2800 East Courtyard Fence 10d 29-Jan-25 11-Feb-25 A1180 A2030 270 Install Building sidewalk rebars 5d 07-Feb-25 13-Feb-25 268, A1190, A1660 271, 269, 277 269 Install all embeded misc. metals including benches, bollards, bike rack, tree grates
5d 07-Feb-25 13-Feb-25 265, 270 360
A2310 Install Flatwork Rebar 10d 07-Feb-25 20-Feb-25 A2220, A2720, A2730, A1660, 177
271
278 Basketball Court Concrete 10d 07-Feb-25 20-Feb-25 277, 410 281 A2030 Courtyard Rebar 5d 12-Feb-25 18-Feb-25 A1170, A2800 A2040 A1960 Install Curb North Fitness & Playground 7d 12-Feb-25 20-Feb-25 276 A1970 360 Install Owner Equpment 10d 14-Feb-25 27-Feb-25 269 282 A2040 Courtyard Concrete 5d 19-Feb-25 25-Feb-25 A1170, A2030 A2050 281 Parking Lot/ Exterior BB court - Striping 2d 21-Feb-25 24-Feb-25 278, 277, 410, 420 283, A1100 A1970 Install Formwork & Rebar at Fitness & Playgound Sidewalk 7d 21-Feb-25 03-Mar-25 A1960 A1990 271 Install sidewalk concrete 7d 21-Feb-25 03-Mar-25 270, A1350, A2310 272, 273, 274, 275, 279, 280, 266 A2050 Stain Courtyard Concrete 5d 26-Feb-25 04-Mar-25 A2040 282 280 Install EV stations 3d 04-Mar-25 06-Mar-25 271 283, A1100 274 Install planters 5d 04-Mar-25 10-Mar-25 271 273
A1990 Install Sidewalk at Fitness & Playground 7d 04-Mar-25 12-Mar-25 A1970 A1980 272 Landscaping - Import soil 7d 04-Mar-25 12-Mar-25 271 273 275 Install Site furnishing 10d 04-Mar-25 17-Mar-25 271 282 266 Install site irrigation piping 15d 04-Mar-25 24-Mar-25 265, 271 306 A1980 Install, Form, Bar, and Pour Concrete Fitness Equipment 5d 13-Mar-25 19-Mar-25 A1990 282, A2160 273 Landscaping - Planting 15d 13-Mar-25 02-Apr-25 271, 272, 274 283, A1100 A2160 CCD 22 Playground Footings 5d 20-Mar-25 26-Mar-25 A2150, A1980 A2170 A2170 Install Playground Equipment 5d 27-Mar-25 02-Apr-25 A2160 282 282 Exterior play surface 5d 03-Apr-25 09-Apr-25 275, 360, A1980, A2050, A2170283, A1100, 665 283 GC punch list North 5d 10-Apr-25 16-Apr-25 273, 276, 279, 280, 281, 282, 267
284, 297, A1100
A1100 GC punch list South 5d 10-Apr-25 16-Apr-25 273, 276, 279, 280, 281, 282, 267, 283
284, 297, 308
665 Install Irrigation North 7d 10-Apr-25 18-Apr-25 282 675 297 Site work City final Inspections 2d 17-Apr-25 18-Apr-25 293, 283, A1100 305 284 Cleanup 3d 17-Apr-25 21-Apr-25 283, A1100 285
675 Install Landscaping Soil North Fitness & Playground 3d 21-Apr-25 23-Apr-25 665 685 685 Install Planting North Fitness & Playground 5d 24-Apr-25 30-Apr-25 675 285, 306 285 Architect/ Owner Site Punch list 2d 01-May-25 02-May-25 284, 685 298 SubstanSubstantial Completion- Bldg 103d 17-Jul-25 11-Dec-25 ul A S Oct N D Jan F M Apr M Jun Jul A S Oct N D Jan F Mar Apr M Junul 2025 2026
Site Grading North
Re-Build Subgrade under Concrete
CCD 4 install shade structure
Site Grading South
Site Grading East
Site Grading West
CCD 16 Marquee sign install
Install fence around play ground
East Courtyard Fence
Install Building sidewalk rebars
Install all embeded misc. metals including benches, bollards, bike rack, tree gra Install Flatwork Rebar
Basketball Court Concrete
Courtyard Rebar
Install Curb North Fitness & Playground
Install Owner Equpment
Courtyard Concrete
Parking Lot/ Exterior BB court - Striping
Install Formwork & Rebar at Fitness & Playgound Sidewalk Install sidewalk concrete
Stain Courtyard Concrete
Install EV stations
Install planters
Install Sidewalk at Fitness & Playground
Landscaping - Import soil
Install Site furnishing
Install site irrigation piping
Install, Form, Bar, and Pour Concrete Fitness Equipment Landscaping - Planting
CCD 22 Playground Footings
Install Playground Equipment
Exterior play surface
GC punch list North
GC punch list South
Install Irrigation North
Site work City final Inspections
Cleanup
Install Landscaping Soil North Fitness & Playground
Install Planting North Fitness & Playground
Architect/ Owner Site Punch list
Start Date: 22-Feb-21
Finish Date: 11-Dec-25
Data Date: 02-Aug-24
Run Date: 13-Aug-24 09:49

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Page 6 of 6 ends

Hammock Activity
Actual Level of Effort
Actual Work
Non-Critical Work
Critical Work
Milestone
Critical Milestones
NE Stockton Library Community Center Re-Start
EXHIBIT 1

EXHIBIT E

Walker Report

EXHIBIT 1
July 28, 2023
Mohammad Sadiq
Associate Civil Engineer
City of Stockton, Public Works Department
22 E. Weber Avenue, Room 301
Stockton, CA 95202
Re: Waterproofing Leak Investigation Report

For: Northeast Stockton Library & Community Center
1461 Morada Lane, Stockton, CA
Dear Mr. Sadiq,
Pursuant to your request, Walker Consultants (Walker) performed an investigation of the reported leaks at Northeast Stockton Library & Community Center for the City of Stockton, Public Works Department (Client). This letter includes background information, a description of our observations and water testing performed, and our preliminary waterproofing recommendations.

Background
The subject building is an ongoing construction of a one-story library and community center building. The Architect of Record (AOR) is Architectural Nexus, Inc. and the General Contractor (GC) is Patriot Contracting, Inc.

The Client reported water intrusion and evidence of organic growth during construction in the south-east section of the building (Area A) along the east, south and west walls. The Client informed us that the project is currently on hold due to the reported water intrusion and GC’s performance related issues.

Walker was retained by the Client to investigate the water intrusion including water testing and potentially exploratory openings (made by others) with the goal of better understanding the water intrusion sources and waterproofing defects and to provide preliminary waterproofing recommendations. We received Bid Documents dated April 17, 2020, a plan showing approximate mold locations, and photographs from the Client for reference.

Walker conducted a preliminary leak investigation on May 5 and May 22, 2023. Patriot Contracting, Inc. (Patriot) representatives were on-site with Walker and the City of Stockton on May 5, 2023. Because the exterior work appeared incomplete to Walker, we requested clarification from Patriot as to what was complete and what was a work in progress. Patriot informed Walker that the glazing and weather barrier/cladding systems were complete and that the roof was complete with the exception of limited metal coping on the southeast parapet wall where signage was to be added. During our walk, The GC reported that the curtain wall leaks were believed to be caused by the flashing around the perimeter of the curtain wall and reported that the flashing was not bedded in sealant.

They also stated that during construction of the building, the roof and waterproofing at the parapet wall was not completely installed and allowed water to enter the interior of the building. The construction work at the exterior and the roof of the building has been reportedly completed since then. The causes of water intrusion into the 601 California Street, Suite 820
San Francisco, CA 94108
949.234.6031
www.walkerconsultants.com
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building were not identified by the project team. Water was not provided on May 5, 2023, so our investigation was limited to visual observations and walking with the Client and GC only. A limited visual assessment of the exterior and the roof was performed while we were on site, as an additional scope.

Walker returned on May 22, 2023, to perform additional visual investigation and water testing. Only Walker and Stockton were present during this site visit. During our investigation, exploratory openings were made, and water testing was performed by Walker Consultants The exploratory openings included removal of portions of drywall at the curtain wall jamb and sills at the south side curtainwalls within rough openings.

Patriot Contracting, Inc. representative again informed the Client in an email on June 2, 2023, that the curtain wall installation was complete, weather barrier installation was complete, roof installation was partially complete, with the exception of metal coping at the parapet wall on the southeast side of roof.

Walker met curtain wall manufacturer representatives from Kawneer and the roof manufacturer representative from Johns Manville on June 19, 2023.

Following our site visits, Client provided Walker with a Post-Remediation Visual and Moisture Testing Clearance Report by AdvancedGeo dated March 9, 2023, which is attached at the end of this report as Appendix B.

Water Testing
Although the GC reported that all the curtainwall installation was complete, we noted that the exterior sealant joint at the sill and portions of jamb (bottom) was not installed/missing at systems that are installed on the slab on grade. We were informed by the GC that those ex terior sealant joints would be installed at a later time per their sequencing. We were not able to perform wate r testing at the curtain wall systems that were not completely sealed.

Walker performed water tests at the two south side curtainwall specimens that were sealed from the exterior and one specimen on the east elevation (partial) shown in Figure 1.

Testing was completed by means of controlled water flow from garden hose. Water was turned off after water intrusion was noted at the locations mentioned below. Pl ease see Table 1 for our findings, test locations are shown in Photo 2, 5 and 6 of Appendix A. Additional photographic documentation regarding the leaks and testing also is included in Appendix A.

Table 1: Water testing schedule and observed intrusion.

Testt NNo..

Location off waterr beingg sprayed

Leakk
Observed?

Descriptionn

Photo(s)
Specimenn 11 –– Southh sidee curtainwalll
1 Cladding below the curtain wall
No
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2 Left side (west) bottom corner
of the specimen and along the
jamb (as viewed from outside). No
3 Along the sill
No
4 Left side top corner of the
specimen. No
5 Above the west side operable
sash. Yes
Heavy water intrusion observed
through the hole in the perimeter of
the frame and at the bottom of the
operable sash’s casement.
7, 11
6 Above the east side operable
sash.

Yes
Water started emanating through the
top of the casement for the operable
sash, the unsealed holes in the
perimeter of the frame and from the
bottom of the casement.
8, 13, 14
7 Right side (east) bottom corner of
the specimen and along the jamb. No
8 Along the head of the curtainwall.

Protection was added over the
east and west side operable
sashes in an effort to eliminate
leaks coming through the sashes.

No
9 Between the head of the
curtainwall and the flashing
transition.

Yess
Water intrusion was observed within
the space between the jamb frame
and
the waterproofing in the rough
opening on the right side of the
curtain wall when looking from the
interior. Water accumulated in the sill
pan.
12, 15
10 At the rainscreen panels at the
vicinity (sides and above approx.
2 -3 feet away) of the curtain wall
frame. No
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Specimenn 22 –– Southh sidee curtainwalll
10 At the bottom corner of the two
jambs. No
11 Along the length of the sill.

No
12 Above the operable sash.

Yes
Water leaked through the top of the
casement for the operable sash, the
unsealed holes in the perimeter of
the frame and from the bottom of the
casement.
9, 16, 17
14 At the top corners of the two
jambs. No
15 Along the head of the curtainwall.

No
16 Between the head of the
curtainwall and the flashing. No
17 At the rainscreen panels at the
vicinity (sides and above approx.
2 -3 feet away) of the curtainwall
frame Left side top corner of the
specimen.

No
Specimenn 33 -Eastt Elevationn curtainn walll
18 Bottom corner of the right-side
jamb (as viewed from outside).

Exterior sealant was incomplete
at the bottom of the jamb. Mold
was reportedly noted at this
location and was remediated.

Walker sprayed water to confirm
water intrusion.

Yes
Water leaked immediately into the
interior. 18,19
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Manufacturer’s Report Review
We reviewed the following documents that were provided to us:

1. Curtainwall manufacturer Kawneer’s Field Observat ion Report dated June 22, 2023, for inspection performed on June 19, 2023. We performed a site walk along with the manu facturer to discuss our concerns related to the leaks and showed them the areas water intrusion on site. During the walkthrough we discussed several deficiencies that were noted by us. The following items have been noted in their report:
x The curtain wall installation at the time of water testing and site visit was incomplete. x The curtain wall installation was incomplete with the fasteners at the pressure bar not torqued to the recommended pressure at all the locations that were tested. Pressure bar covers were not installed. x Daylight was visible through the CW system and door frame adapters. x Fasteners are missing and unsealed openings were noted. x Perimeter sealant joints at the operable sashes is missing per the shop drawings. x Missing slide blocks.
x Some vents/ casements are not installed plumb and are missing compression. x Interior perimeter sealant was missing.

The manufacturer has recommended that the contractor review their installation guide and shop drawings to ensure that the installation is accordance with their requirements. Walker recommends completing the installation prior to further water testing.

2. Roof manufacturer Johns Manville’s Site Visit Repo rt for inspection performe d on June 19, 2023. We performed a site walk along with the manufacturer to discuss our concerns related to the roof and discussed several deficiencies that were noted by us. The manufacturer has provided the following repair recommendations:
x Complete clamp and caulk detail at the pipe penetrations. x Remove sleeve flashing and install a drain ring acco rding to manufacturer specification at the west side of the building.
x At the bridged flashing, install fasteners, plates and reinforcing membrane. x Repair damaged membrane with heat welded patches.
x At the northwest corner of the main roof, install fasteners, plates and reinforcing membrane to repair the bridging membrane at the valleys.

The higher elevation low sloped roof was not accessible as the fixed ladder was not installed properly. The canopy roof was visible but was noted to be incomp lete as the gutter and downspout installation was pending. The manufacturer recommends observing these roofs during the final project walkthrough.

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Observations and Discussions
Walker performed site visits to the subject site to perform a visual investigation. The following is a summary of our observations from our site visits dated, May 5, May 22, and June 19, 2023:

CURTAIN WALL:

According to the GC’s email dated June 2, 2023. The curtainwall system installation was complete and the system was fully glazed, ready to be water tested. We made the following observations regarding the installation and from our water testing:

1. The leaks noted during water testing at the two south side curtainwalls within rough openings were noted mainly from the perimeter of the operable sashes. It appears to us that the leaks were caused due incomplete and incorrect installation as noted below.
x The holes in the perimeter vents at the operable sashes were missing fasteners and sealant (Photo 20, 21 and 22). These holes act as a path for the water to enter the frame and potentially the interior of the building. The manufacturer’s details and shop drawings indicate that the holes should have a fastener and a sealant over them.
x Weather gaskets at the casement as noted in shop drawings were missing (Photo 10).

Manufacturer’s installation instructions and shop drawings show utilization of gaskets at the perimeter; however, sealant was noted at some locations and most locations were missing gaskets and sealants.
x The vents in the casement of the operable sash were not plumb at the few areas we checked (Photo 23). A notable gap observed between the vent and the sash (when closed). The vents and sash should be installed plumb per the manufacturer’s requirements. x Shims between the curtainwall frame and the perimeter of the operable sash were visible at several locations. Per the manufacturer’s instructions, a sealant joint should be installed at the perimeter of the operable sash and the curtainwall frame (Photo 24). x Slide blocks in the vents of the casement were missing from several locations (Photo 25). The curtainwalls with missing slide blocks did not appear to have proper compression. The installation of the curtainwalls was not complete per the manufacturer, once the installation is done properly the curtainwall should be compressed while closed and should not allow air and water intrusion. x Snubbers at the bottom of the operable sash were noted at several locations (Photo 26). Per the manufacturer, these are blocks that assist with shipping and should be removed after the installation of curtainwall is complete.

2. The exterior sealant joints at the sill of the curtainwa lls and portions of jamb were not installed and the system is not completely sealed (Photo 27 and 29). Backer rod and daylight was noted at the sills of the curtainwall locations. These unsealed openings may act as a path for water to enter the building.

3. The manufacturer noted that the pr essure bar of the curtain wall systems was not noted to be installed at the right torque pressure of 95-to-100-inch lbs. per the specifications and installation manual (Photo 28). Inadequate torque pressure at the curtainwall systems should be addressed immediately to ensure proper installation of the system. Covers for the pressure bars were not installed are missing at most locations (Photo 31).

4. We were not able to perform water testing at most curtainwall locations as they are not sealed completely. We tested one curtainwall location at the east elevation as noted in Table 1. Water intrusion was noted immediately after water was sprayed at the system.

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5. We noted two different colors of sealant at the jamb of the curtainwall system at the northeast side of the building (Photo 30). The sealant was not cured. The installation of two different sealant joints should be reviewed by the AOR and GC and replaced if found deficient.

As noted in the Background above, the GC reported that curtain wall leaks were caused by the flashing around the perimeter of the curtain wall and reported that the flashing was not bedded in sealant. While this is possible, further investigation and testing are required to confirm this as the flashing materials are currently concealed.

However, the installation of curtainwall system does not appear to be complete as noted above. The shop drawings and specifications should be reviewed by the GC to ensure conformance with the project documents.

Items noted above, the items pointed out by the manufacturer, and any other items/work as required for a complete and correct installation should be addressed as priority to remediate further water intrusion into the building. Once the installation is complete, we recommend additional water testing and investigation.

ROOF:

There are a total of three low sloped roofs at the building – canopy, main roof – east side and the low sloped west side roof. No physical access was provided to observe the higher elevation low sloped roof that is at the west side of the building, the fixed ladder installation was incomplete, and the ladder was not in service (Photo 33). The roofing manufacturer and Walker were not able to observe roof installation at the west roof, which is substantial in size relative to the rest of the building.

We made the following observations at the low sloped canopy roof:

1. The roof installation is incomplete, and no methods of roof drainage have been installed. The roof should have edge metal, membrane hot-air welded to the roofing and edge metal, and a perimeter gutter and downspout installed to provide drainage (Photo 34).

2. GC materials and tools were noted at the roof.

3. Air barrier was exposed immediately below the canopy. Air barrier should be covered, protected from UV and physical damage.

4. The canopy is at a lower elevation compared to th e main roof and did not have fall protection at the perimeter. The canopy was not physically accessible and was observed visually from the main roof only.

The seams of the roof membrane were not probed or observed closely.

We made the following observations at the low sloped main roof – east side:

1. The roof membrane at the valleys/sloped areas of the tapered insulation was not installed per the manufacturer’s requirements (Photo 32, 35, 36). Portions of the roof membrane have large gaps and should be rectified per the manufacturer's directive from the field observation notes. Per the manufacturer, this is a typical detail for low lying areas of tapered insulation. The portions of the membrane that has large gaps are susceptible to damage and should be repaired as a priority.

2. The metal coping at the west side of the building appears to be sloping towards the building (negative slope) and the areas that were spot checked (Photo 37 and 38). The negative slope will allow water to pond close to the building. The design intent appears to be for the metal to slope towards the exterior.

Sealant joint between the coping and the curtain wall along the length of the wall was not installed.

3. Gaps and wrinkles were noted at the roof membran e of the parapet wall (Photo 39). We informed the manufacturer of this condition during the walkthrough, and they said that it was an acceptable condition.

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These areas are also susceptible to damage. We recommend that the AOR observe the membrane at the parapet walls and provide comments.

4. The roof membrane at the roof hatch was observed to be loose and not terminated under the hatch (Photo 40). The installation of the roof membrane at the hatch should be performed per detail B5/A510 of the construction drawings.

5. Metal coping installation was not complete at the southwest and southeast side parapet walls of the roof.

Gaps were noted at the joints of the metal coping. Missing joint covers and fasteners at the coping were observed (Photo 41 and 42).

6. Flashing at pipe penetrations of the north side of the roof was not complete (Photo 43). Sealant joint and clamp installation in accordance with the design documents should be done as a priority. Unsealed penetrations at the roof may potentially act as a path for the water to get inside the roofing system and the interior of the building.

7. Loose nails and screws were noted on the roof membrane. These can potentially puncture the roof membrane should be removed by as a priority. Typically, GC is responsible for cleanup of the roof membrane.

8. Missing drain ring was noted at the west side of the building. Funnel sleeve has been installed for drainage currently. The manufacturer recommends removal of the sleeve flashing and installation of drain ring per their installation specifications. The drain ring should be installed as a priority. The existing system that is in place is not approved by the manufacturer and does not appear to conform with the design documents (Photo 44). This condition may allow water intrusion into the roofing system and building.

The installation of roofing system does not appear to be complete or in compliance with the Contract Documents.

Water intrusion has not been reported through the roof. However, unsealed openings at penetrations are a potential path for water to enter the roofing system and the building. The items noted above, the items pointed out by the manufacturer, and any other items/work as required for a complete and correct installation should be addressed as priority.

MISCELLANEOUS OBSERVATTIONS:

We made the following observations at the building exterior:

1. Portions of Stego Wrap vapor barrier at the slab on grade is exposed to UV and appears to be damaged, incomplete, and missing at several locations (Photo 45). This membrane cannot be exposed to UV for longer durations. The GC informed us that they plan to replace the exposed membrane.

2. Concrete slab on grade was chipped off to acco mmodate the steel framing at the north side of the building (Photo 46). The AOR should be informed of this condition, if they have not been already. We did not review RFIs related to structural issues and are not aware if any repair direction has been provided.

3. Weather barrier is exposed at several locations alon g the base of the wall and should be protected from UV and physical damage. Note that manufacturers have limitations as to how long their air barrier product can be exposed to UV. Manufacturer’s instructions should be followed. Also note that air barriers are intended for above-grade installations and should not continue below grade without written approval by the manufacturer.

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Preliminary Recommendations
Based on our results from water testing, visual ob servations, conversations with the manufacturers and construction drawings review, we make the following recommendations:

1. The curtain wall installation including perimeter sealant should be corrected and completed in accordance with the manufacturer’s requirement s and design documents. The GC should perform QA/QC of their work as required by the project sp ecifications. Once the inst allation is corrected and complete to the satisfaction of the Architect and manufacturer, the curtain wall systems should be retested for potential water intrusion. We recomm end having the Architect, manufacturer, and GC on site at the time of water testing. Additional invest igation, including potential exploratory openings and testing related to the flashing not being set in a bed of sealant will depend on our observations.

2. The roof system should be corrected and comple ted per the manufacturer’s directions and Contract Documents to the satisfaction of the Architect and manufacturer. Inadequate flashing at penetrations, improper termination of the roof membrane at the roof hatch and missing drain grate at the roof drain at the west side of the roof should be addressed as a priority. These items may allow water intrusion into the roof membrane and potentially damage the installed roof system.

3. Roofing, flashing, gutters and downspout (drainage system) at the canopy should be installed prior to demobilization.

4. Installation of the fixed ladder at the main roof to ac cess to the low sloped roof on the west side of the building should be completed. A walkthrough should be performed at the low sloped roof along with the manufacturer. Deficient items note d during the walkthrough (if any) should be addressed prior to demobilization.

5. Exposed air barrier should be covered as soon as po ssible and within the date limitations set by the manufacturer to avoid further UV exposure and damage.

6. We recommend that the ex isting roof and curtain wall installation be completed in accordance with the Construction Documents, manufacturer's requirements and be warrantable.

We thank you for the opportunity to provide our services. Please contact Walker if you have any questions about this letter or any other aspect of our services.

Sincerely,
Ankitaa Lad,, E.I.T..

Consultant – Building Envelope
860.849.7082
[email protected]
Sean Connolly, RA, RWC, CCS
Principal / Director of Building Envelope
949.526.2526
[email protected]
Enclosures: Appendix A – Photographs
Appendix B – Post-Remediation Visual and Moisture Testing Clearance Report by AdvancedGeo Appendix C – Limitations
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APPENDIXX AA -- PHOTOGRAPHSS
Photograph #1
Exterior view of the
south elevation of the
building
.

Photograph #2
South side curtainwalls
that were water tested.

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Photograph #3
Exterior view of the
east side curtainwalls.

Photograph #4
Drywall removed by the
GC to remove the mold
prior to our site visits.

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Photograph #5
Test location #1 at the
south side of the
building.

Photograph #6
Test location #2 at the
south side of the
building.

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Photograph #7
Test location #1 – West
side of the specimen,
leaks noted at the
bubbled areas and
areas marked with an
arrow.

Photograph #8
Test location #1 – East
side of the specimen,
leaks noted at the
bubbled areas and
areas marked with an
arrow.

`
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Photograph #9
Test Location No 2-
leaks noted at the
bubbled areas and
areas marked with an
arrow.

Photograph #10
Typical exterior view of
operable curtainwall.

Gaps noted at the
perimeter gaskets of
the operable sash and
the curtainwall frame.

`
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Photograph #11
Test location 1: West
side of the curtainwall –
leaks noted through the
unsealed
openings at
the operable sash and
the bottom of the sash.

Photograph #12
Test location 1: West
side of the curtainwall –
leaks noted at the jamb
and the sill pan
.

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Photograph #13
Test location 1: East
side of the curtainwall –
leaks noted through the
unsealed openings at
the operable sash and
the
head of the
operable sash.

Photograph #14
Test location 1: East
side of the curtainwall –
leaks noted through the
unsealed openings at
the operable sash and
the bottom of the
operable sash.

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Photograph #15
Test location 1: West
side of the
curtainwall
–l e a k s
noted at the jamb
and the sill pan..

Photograph #16
Test location 2: leaks
noted through the
unsealed openings at
the operable sash and
the bottom of the
operable sash.

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Photograph #17
Test location 2: water
pouring in through the
missing sealant at the
casement corner and
overflowing
at the
bottom of the sash.

Photograph #18
Test location 3 – leak
observed at the jamb
on interior of the
building (previously,
mold was observed at
this location).

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Photograph #19
Test location 3 – close
up view of the area
shown in the previous
photo.

Photograph #20
The hole in the
perimeter vent at the
operable sash
was
missing fastener and
sealants.

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Photograph #21
The hole in the
operating mechanism
of the
operable sash
was missing fastener
and sealants.

Photograph #22
The holesi n t h e
perimeter vent at the
operable sash w
ere
missing fastener and
sealants.

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Photograph #23
The vent of the
operable sash was not
installed plumb.

Photograph #24
Shims between the
curtainwall frame and
the perimeter of the
operable sash were
visible.

Sealant is
missing.

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Photograph #25
Missing sideblocks at
the vents of the
casement.

Photograph #26
Snubber at the bottom
of the operable sash.

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Photograph #27
The exterior sealant
joints at the sill of the
curtainwall is not
installed, backer rod
visible
.

Photograph #28
Torque testing device
being utilized by the
manufacturer,
Kawneer.

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Photograph #29
Exterior sealant not
installed at the jamb of
the curtainwall system.

Photograph #30
Two different colors of
sealant at the jamb of
the curtainwall system
at the northeast side of
the building
.

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Photograph #31
Cover for the
pressure bar not
installed.

Photograph #32
Areas of main roof with
large openings under
the insulation.

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Photograph #33
Access to the west side
roof not provided.

Photograph #34
Overview of the canopy
low sloped roof, missing
installation of means of
drainage.

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Photograph #35
Bridging membrane at
the valley.

Photograph #36
Bridging membrane at
the valley.

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Photograph #37
Metal coping at the
west side of the
building slopes towards
the building. Missing
sealant joint between
the
coping and
curtainwall system.

Photograph #38
Missing sealant joint
between the coping
and
curtainwall system
at the west side of the
building.

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Photograph #39
Wrinkles at the roof
membrane at the
parapet wall at the
northeast side.

Photograph #40
Roof membrane
terminates vertically at
the roof hatch.

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Photograph #41
Close up view of the
gap in parapet wall
metal coping.

Photograph #42
Metal coping gaps and
missing joint cover at
the south side of the
building.

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July 28, 2023

Page 31 ends

Photograph #43
Missing flashing at the
pipe penetration on the
north side.

Photograph #44
Missing drain ring at
the west side of the
building.

EXHIBIT 1
NNortheastt Stocktonn Libraryy
Waterproofing Leak Investigation Report
July 28, 2023

Page 32 ends

Photograph #45
Exploratory opening of
the floor slab water
proofing assembly to
expose the gaps in
lapping.

Photograph #46
Slab on grade chipped
off to accommodate
the steel column.

EXHIBIT 1

837 Shaw Road • Stockton, CA 95215
Telephone (800) 511-9300 • Fax (888) 445-8786

09 March 2023
Project No. 23-7121

Mr. Mohammad Sadiq
CITY OF STOCKTON – PUBLIC WORKS
Stewart-Eberhardt Building
22 East Weber Avenue, Suite 301
Stockton, CA 95202

Subject: Post-Remediation Visual and Moisture Testing Clearance Report

NORTHEAST STOCKTON LIBRARY AND COMMUNITY CENTER
NW Corner of West Lane and East Morada Way, Stockton, California

Dear Mr. Sadiq:

AdvancedGeo, Inc. (AGI), conducted a post-mold remediation visual inspection and moisture meter testing of the seven (7) mold/fungus areas that were remediated by a licensed remediation contractor at the new Northeast Stockton Library and Community Center on the northwest corner of West Lane and East Morada Way, Stockton, California (Site). The inspection and sampling were conducted on 06 March 2023 by Ms. Rebecca Natal of AGI.

1.0. BACKGROUND

The building is currently under construction with portions of the exterior partially completed. Several areas within the building were impacted by water intrusion during the recent rain events. The general contractor (GC) had indicated the presence of suspect mold in several locations in the library and community areas of the building and was planning to remove the affected materials. During the moisture and mold investigation AGI found seven areas throughout the building that was impacted by water intrusion resulting in mold growth. The identified mold growth was remediated by a licensed mold remediation contractor S & R Environmental on 03 March 2023. On 06 March 2023 AGI conducted a visual inspection of the remediated areas as well as moisture testing of the remaining finish materials at the seven locations that were identified for remediation. The following scope of work was performed:

2.0 SCOPE OF WORK

The following scope of work was performed:

Appendix B
EXHIBIT 1
09 March 2023
Project No. 23-7121

Page 2 of 5 ends

x AGI conducted post-remediation inspection and testing on 06 March 2023 upon the completion of mold remediation activities by licensed contractor. AGI conducted a visual inspection and moisture meter testing of the remaining finish materials in the remediated locations to determine if the finish materials were sufficiently dry prior to rebuilding.
x Preparation of this a post-remediation inspection and moisture testing report.

3.0. MOISTURE TESTING METHODOLOGY

3.1. VISUAL OBSERVATIONS

AGI conducted a post remedial visual inspection of each of the remediated areas of the Stockton Northeast New Library building that were identified to have been impacted by water intrusion, water damage and /or mold growth.

3.2. MOISTURE METER MEASUREMENTS

AGI collected moisture meter measurements of the remaining finish materials in the remediated areas that were included in the Moisture Inspection, Assessment and Suspect Mold Testing Report by AGI dated 14 February 2023. The purpose of measuring moisture levels is to determine whether excessive moisture is present in the remaining finish materials, beyond which is considered typical moisture for a particular substrate.

The moisture measurements were collected using a Delmhorst BD 2100, pin type moisture meter. The BD 2100 has specific settings for measuring moisture content in different building materials including wood, plaster gypsum wall board. Gypsum wallboard readings between 0.0% and 0.5% indicate a desirable dry moisture level; gypsum readings between 0.6% and 1.0% indicate a borderline moderate moisture condition; and gypsum readings greater than 1.0% indicate that the material is too wet for most applications. Wood readings between 5.7% and 15.0% indicate a sufficiently dry moisture level; wood readings between 15.1% and 17.9% indicates a moderate moisture condition; wood readings 1 above 18.0% may be too wet for most building construction applications.

Additionally, AGI used an FLIR infrared (IR) instrument to assist in determining if moisture is present in inaccessible spaces such as ceilings or on locations higher up on walls. The IR instrument shows building finish materials that is impacted by water with a colorized image on the screen. The wet finish materials are colder than the surrounding dry materials due to evaporation and is shown on the screen as areas of blue or green as opposed to dryer hotter materials that is shown in pink to yellow colors on the instrument screen.

EXHIBIT 1
09 March 2023
Project No. 23-7121

Page 3 of 5 ends

4.0. FINDINGS AND OBSERVATIONS

The following summarizes the visual findings and moisture meter test results in percent (%) content in the remaining wall finish materials in the remediated areas on 06 March 2023.

Maker Activity Space - Northeast Corner
x Drywall wall finish removed from the east wall floor up to 2 feet for a total 6 square feet.
x Remaining finish materials moisture content 0.3-0.4%. x Rust stains on concrete floor near base of wall by sill plates. x Metal framing had biocide or fungicide applied to it.

Children’s Area
x Drywall finish removed from four areas of the east wall approximately 40 square feet.
x Remaining finish materials moisture content 0.2-0.4%. x Rust stains on concrete floor near base of wall by sill plates x Metal framing had biocide or fungicide applied to it.

Study B Southwest Corner
x Small amounts drywall removed from the base of the wall by the window approximately 2 sq. ft.
x Remaining finish materials moisture content 0.3%.
x Rust stains on concrete floor near base of wall.

Administration Area South Wall
x Drywall removed from under the south window approximately 36 square feet. x Remaining finish materials moisture content 0.3-0.4%. x Rust stains on metal sill plates.

Administration Area West Wall
x Drywall removed from base of the west wall approximately 9 square feet. x Remaining finish materials moisture content 0.4%.
x Rust stains on metal sill plates.

EXHIBIT 1
09 March 2023
Project No. 23-7121

Page 4 of 5 ends

Office A West Wall
x Drywall removed from under the window on the south wall approximately 6 square feet.
x Remaining finish materials moisture content South wall: 0.2-0.4%, West wall 0.2-

0.4%.
x Rust stains on metal sill plates at both south and west walls

5.0. CONCLUSIONS & RECOMMENDATIONS

The visual inspection of the remediated areas of the building did not indicate any visual mold amplification conditions in any of the locations inspected.

The moisture testing of the remaining wall finishes determined that the remaining gypsum wallboard finishes in the areas locations where mold growth was identified were sufficiently dry and do not have moisture conditions conducive for mold or fungal growth.

6.0. LIMITATIONS

The moisture assessment and testing performed by AGI was limited to the areas with the potential of having possible water intrusion as indicated by the Client, or their representative and are further limited to locations that are accessible at the time of inspection. Destructive and/or invasive inspections are not generally within the scope of our investigation. Olfactory evaluation is subjective in nature and may vary per inspector.

AGI has performed the tasks set forth above in a thorough and professional manner consistent with industry standards, commonly practiced by the industrial hygiene community. AGI cannot guarantee and does not warrant that this limited assessment has revealed all adverse environmental conditions affecting the site.

The intent of recommendations contained herein conform to general industry practices for the proper assessment and mitigation/prevention of moisture and/or mold involving indoor environments. Findings and recommendations given herein are professional opinions based on our field observations, information supplied by the client, moisture testing results, published industry standard practices, procedures, and level of care, and/or other sources of information, and do not purport to refer to, or guarantee, compliance with local, state, or federal regulations that may be applicable to such practice and conditions.

AGI cannot guarantee that conditions observed were representative of all surfaces (even those hidden, inaccessible, or otherwise) in the concern areas investigated. This report should not be considered a definitive listing of all existing hazards nor an absolute solution to all indicated concerns or hazards. No responsibility for the implementation, EXHIBIT 1
09 March 2023
Project No. 23-7121

Page 5 of 5 ends

management, and operation of environmental, health, and safety compliance procedures is assumed by AGI. The results and opinions set forth by AGI are based on the information in our possession as of the date of this report. It is the responsibility of the property owner to disclose the relevant history of the site. AGI cannot assume responsibility for investigation of any unknown issues that are not brought to our attention prior to the commencement of the survey.

AGI appreciates this opportunity to be of service. If you have any questions regarding the information contained in this report, feel free to call our office at (800) 511-9300.

Sincerely,

AdvancedGeo, Inc.

Sam Seneviratne Robert D. Loeffler, P.G.

Senior Industrial Hygienist Senior Geologist
CA Professional Geologist No. 6709

Attachments:

Appendix A: Photo Log of Relevant Photographs
EXHIBIT 1

Nationwide Capabilities
Telephone (800) 511-9300 • Fax (888) 445-8786
Photographic Log - Visual Clearance 06 March 2023
Project Name: Site Location: Project No.:

City of Stockton - New Library
Building
Northwest Corner of West Lane
and East Morada Way
Stockton, California

23.7121
Photo No. 1

Description:

Maker Activity Space -
Northeast Corner

Photo No. 2

Description:

Children’s Area Northeast
Corner
EXHIBIT 1

Nationwide Capabilities
Telephone (800) 511-9300 • Fax (888) 445-8786
Photographic Log - Visual Clearance 06 March 2023
Project Name: Site Location: Project No.:

City of Stockton - New Library
Building
Northwest Corner of West Lane
and East Morada Way
Stockton, California

23.7121

Photo No. 3

Description:

Children’s Area Northeast
Corner and East Wall

Photo No. 4

Description:

Study B Southwest Corner

EXHIBIT 1

Nationwide Capabilities
Telephone (800) 511-9300 • Fax (888) 445-8786
Photographic Log - Visual Clearance 06 March 2023
Project Name: Site Location: Project No.:

City of Stockton - New Library
Building
Northwest Corner of West Lane
and East Morada Way
Stockton, California

23.7121
Photo No. 5

Description:

Administration Area South Wall

Photo No. 6

Description:

Administration Area West Wall

EXHIBIT 1

Nationwide Capabilities
Telephone (800) 511-9300 • Fax (888) 445-8786
Photographic Log - Visual Clearance 06 March 2023
Project Name: Site Location: Project No.:

City of Stockton - New Library
Building
Northwest Corner of West Lane
and East Morada Way
Stockton, California

23.7121
Photo No. 7

Description:

Office A West Wall

EXHIBIT 1
Photographic Log
Project Name: Site Location: Pro ject No.:

City of Stockton - New Library
Building
Northwest Corner of West Lane
and Ronald E. McNair Way
Stockton, California

23.7121
Photo No. 1

Description:

Children’s Area east wall

Photo No. 2

Description:

Children’s Area East wall near
window - Foreground
EXHIBIT 1
Photographic Log
Project Name: Site Location: Pro ject No.:

City of Stockton - New Library
Building
Northwest Corner of West Lane
and Ronald E. McNair Way
Stockton, California

23.7121

Photo No. 3

Description:

Evidence of rust due to
prolonged wet conditions
Children’s Area East wall near
window

Photo No. 4

Description:

Evidence of rust due to
prolonged wet conditions
Children’s Area East wall near
window

EXHIBIT 1
Photographic Log
Project Name: Site Location: Pro ject No.:

City of Stockton - New Library
Building
Northwest Corner of West Lane
and Ronald E. McNair Way
Stockton, California

23.7121
Photo No. 5

Description:

Administrative Area-Office A,
west wall behind metal support

Photo No. 6

Description:

Administrative Area-Office A,
west wall behind metal support

EXHIBIT 1
Photographic Log
Project Name: Site Location: Pro ject No.:

City of Stockton - New Library
Building
Northwest Corner of West Lane
and Ronald E. McNair Way
Stockton, California

23.7121
Photo No. 7

Description:

Evidence of rust due to
prolonged wet conditions -
Administrative Area-Office A,
west wall behind metal support

EXHIBIT 1
NNortheastt Stocktonn Libraryy
DRAFT Waterproofing Leak Investigation Report
July 21, 2023

Page 33 ends

APPENDIXX CC -- LIMITATIONSS
Walker’s scope is from a waterproofing standpoint only. Therefore, our scope and services do not include civil, landscaping, structural, mechanical, electrical, plumbing, energy, aesthetics, ADA/accessibility, or other scope outside of roofing.

This report contains the professional opinions of Walker Consultants based on the limited conditions observed as of the date of our site visit and documents made available to us by the Client. This report is believed to be accurate within the limitations of the stated methods for obtaining information.

It should be noted that our recommendations are conceptual in nature. As a result, this report does not provide specific repair details or methods, construction contract documents, material specifications, or details to develop the construction cost from a contractor.

Based on the agreed scope of services, the assessment was based on certain assumptions made on the existing conditions. Some of these assumptions cannot be verified without expanding the scope of services or performing additional invasive procedures on the structure. More detailed and invasive testing may be provided by Walker Consultants as an additional service upon written request from Client.

The recommended repair concepts outlined represents current generally accepted technology. This report does not provide any kind of guarantee or warranty on our findings and recommendations. Our assessment was based on and limited to the agreed scope of work. We do not intend to suggest or imply that our observation has discovered or disclosed latent conditions or has considered all possible improvement or repair concepts.

A review of the facility for Building Code compliance and compliance with the Americans with Disabilities Act (ADA) requirements was not part of the scope of this project. However, it should be noted that whenever significant repair, rehabilitation or restoration is undertaken in an existing structure, ADA design requirements may become applicable if there are currently unmet ADA requirements.

Similarly, we have not reviewed or evaluated the presence of, or the subsequent mitigation of, hazardous materials including, but not limited to, asbestos and PCB.

Failure to make repairs recommended in this report in a timely manner using appropriate measures for safety of workers and persons using the facility could increase the risks to users of the facility and its occupants. Walker cannot be held responsible for personal injury and property damage caused by a lack of protection or repairs.

July 28, 2023

Page 46 ends

EXHIBIT 1

EXHIBIT F

Slab Proposal
EXHIBIT 1
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Option1 :
- Patch the floor per this drawings.
- Grind 3/8" for storefront installation.
- Remove spall area and replace with the new concrete.

Apply bonding agent between new and existing concrete.

Fill in area
with Ardex
Grind 3/8"
EXHIBIT 1
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Option 2:
- Replace the slab per gray mark as requested in BAGG report. - Remove and reinstall the pony wall and storefronts. The other walls will be shored.
- Patch the remaining floor per this drawings.
- Grind 3/8" for storefront installation.
- Remove spall area and replace with the new concrete. Apply bonding agent between new and existing concrete.

Fill in area
with Ardex
Grind 3/8"
Remove and replace concrete
EXHIBIT 1

EXHIBIT G

Roof/Structural Repair Plan

EXHIBIT 1
4301 Bettencourt Way, Union City, CA 94587
Tel: (510) 780 - 2807 -- Fax: (310) 436-1750 -- Email: [email protected] CSLB #921239
August 29, 2024
Roof Repair Methodology
Because of the fire within in room 113 (Maker Room), the roof system, metal deck, and the steel structures are damaged and require replacement.

The structure was inspected by Ficcadenti Waggoner and Castle Structural Engineers and the report is in appendix A.

To remediate the damage and then dry-in the building, the below steps need to be taken:

Step 1: All of the equipment that is attached to the underside of the metal deck and the structure requires removal. The scope includes but is not limited to:
- Electrical Conduit
- Electrical boxes
- Lighting
- Fan coil unit
- Control system
- Unistrut ceiling grid
- Fire sprinkler pipes
- Roof drain
- Roof drainpipe
The Photos in Appendix B show part of this scope.

Step 2: Remove roofing system from the top of the metal deck. The scope includes but is not limited to:
- Roof drain
- Roof Membrane
- Cover board
- Roof insulation
- Roof tapered insulation at the edge of building
- Vapor barrier
- 5/8” gypsum board
- Skylight framing
Appendix C shows all these components.

EXHIBIT 1
4301 Bettencourt Way, Union City, CA 94587
Tel: (510) 780 - 2807 -- Fax: (310) 436-1750 -- Email: [email protected] CSLB #921239
Step3: Remove metal deck. The scope includes but is not limited to:
- Remove screws on deck-to-deck connections
- Cut the deck next to puddle welds
- Remove the deck
- Grind deck to structure puddle weld
Appendix D shows all these welds and screws.

Step 4: Remove three beams and 8 angles. The scope includes but is not limited to:
- Hold the beams with any means
- Remove bolts
- Cut welds and the bolts that we couldn’t remove
- Remove the beams
Appendix E shows all these welds and bolts.

Step 5: Install new structure per approved product data and shop drawings. Appendix F shows the beams that were installed during construction.

Step 6: Install metal deck per approved product data and shop drawings. The scope includes but is not limited to:
- Layout the metal deck
- Screw deck-to-deck connections
- Puddle weld deck to structure
Appendix G shows the beams that were installed during construction and the detail.

Step 7: Cut openings and install:
- Roof drain
- Skylight curb
Appendix H shows photos from the construction period.

Step 8: Install roof system per approved product data and shop drawings. The scope includes but is not limited to:

EXHIBIT 1
4301 Bettencourt Way, Union City, CA 94587
Tel: (510) 780 - 2807 -- Fax: (310) 436-1750 -- Email: [email protected] CSLB #921239
- 5/8” gypsum board
- Vapor barrier
- Roof tapered insulation at the edge of building
- Roof insulation
- Cover board
- Roof Membrane
Appendix I shows photos from the construction period.

EXHIBIT 1
Appendix A
EXHIBIT 1
August 16, 2024
Omid Ronaghinia
Patriot Contracting, Inc.
19031 S. Hamilton Avenue
Gardena, CA 90248
310-436-1740
RE: NE Stockton Library Fire Damage
FWC Job No: B24-199
Dear Omid:

On August 8, 2024, we visited the subject property for the purpose of evaluating the damage to the structure caused by a fire that occurred last year. The building was almost completed and then abandoned in 2023. The fire occurred that year and is now being evaluated for the purpose of determining how to repair the structure as part of the building completion.

DESCRIPTION OF PROJECT
The building is a one-story steel framed structure with slab on grade foundation. It started construction in or around 2021 and was in the last stages of completion when it was abandoned in 2023. During the time it was not occupied a fire broke out in the Northeast corner. The fire was contained to Maker/Activity Space (Room 113).

INVESTIGATION
Our investigation consisted of the following:
x A site visit on August 8, 2024 to visually observe the damage to the structure x A review of original structural plans for the building dated 5/5/20 by Siegfried Engineering, Inc.
x Review of original architectural plans dated 5/5/20 by Architectural NEXUS, Inc.

FINDINGS
The building structure is in new condition overall and appears to be complete. The structural damage from the fire is limited to the Northeast corner of the structure, although smoke and heat damage to architectural elements were present in a large portion of the building. This report only deals with the structural damage.

The heat of the fire was enough to expand the steel roof beams and metal roof deck in the area around the Maker Activity Space (Room 113). The signs of heat include melting of non-metallic architectural components, blistering and burning of paint, and distortion of structural elements.

EXHIBIT 1
Structural Engineering Report
NE Stockton Library Fire Damage, Stockton, CA
August 16, 2024

Page 2 of 5 ends

Figure 1 – Warping of Steel Roof Beam and Deck
Figure 2 – Buckling of Aluminum Mullion
EXHIBIT 1
Structural Engineering Report
NE Stockton Library Fire Damage, Stockton, CA
August 16, 2024

Page 3 of 5 ends

Figure 3 – Spalling of Concrete Slab
The expansion of steel caused buckling of the roof deck and twisting of the steel beams in the area most affected by the heat. This bucking is the result of restraint of expansion. Three steel beams are twisted and a section of steel roof deck has buckled as shown in Figure 1. The structural damage was limited to the areas identified in Figure 4. Beams and deck outside this area do not show signs of distress and do not appear to have been heated sufficiently to cause structural damage.

The concrete slab on grade was cosmetically damaged due to heat and melting of plastics. See Figure 3. A few small spalls are present in the slab and plastic is melted onto the slab. This damage will not structurally affect the function of the slab. No structural remediation is required although some filling of the slab may be necessary prior to finish material being adhered to it.

The Unistrut grid in the Maker/Activity Room is architectural in nature but is worth noting in this report. It has experienced severe heat as demonstrated by the change in finish appearance.

The grid itself is still structurally adequate for its intended purpose. However, the finish has been damaged and it may be more economical to replace than refinish. Either replacement or refinishing are structurally acceptable. Of course, the grid will need to be taken down and reset as part of the roof structure repairs.

The aluminum window mullions also have finish damage. One mullion was buckled due to thermal expansion and softening. See Figure 2. This window mullion will need to be replaced.

It is likely all heat affected window frames would need to be replaced due to finish damage including melting of gaskets and glass breakage.

EXHIBIT 1
Structural Engineering Report
NE Stockton Library Fire Damage, Stockton, CA
August 16, 2024

Page 4 of 5 ends

To repair the building back to its original design strength we suggest that the steel beams identified with red squares in Figure 4 be replaced and the roof deck areas outlined in yellow be replaced as well. The steel beam and roof deck specifications including connections should be identical to the original structural design drawings. The damaged beams, deck and fasteners should not be reused. These repairs can likely be done as part of the original permit since it may not have been closed yet. The building structure should be reinspected after the deck and beams are replaced.

Figure 4 - Plan of Steel Framing and Decking to be Replaced EXHIBIT 1
Structural Engineering Report
NE Stockton Library Fire Damage, Stockton, CA
August 16, 2024

Page 5 of 5 ends

SUMMARY
The structure has experienced damage as a result of a fire in the Northeast corner of the building. The fire heated the steel roof beams and metal deck in the area immediately adjacent to the fire. Three main roof beams and some miscellaneous steel roof members that frame two openings in the deck should be removed and replaced. Also, the roof deck in the yellow shaded areas of Figure 4 should be replaced. The steel beams and deck can be replaced with the same specification and connections identified in the original structural plans. The concrete slab on grade was only cosmetically damaged. Other architectural elements were damaged by either fire, heat or smoke in the immediate area and further away in the building. This report only deals with the structural elements.

The above conclusions are based upon available information. FWC did not perform a complete review of the structural design of the buildings. Our work was performed in accordance with the level of skill and care performed by other professionals under similar circumstances. No other warranty or guarantee is intended or provided. Should additional information be provided to us our conclusions may need to be modified.

Sincerely,
FICCADENTI WAGGONER and CASTLE
Structural Engineers
Thomas A. Castle, S.E.

Principal
EXHIBIT 1
Appendix B
EXHIBIT 1
Appendix B
Electrical
Conduits
Electrical
lights
Fire Sprinkler
line
Unistrut
Ceiling
Roof Drain
EXHIBIT 1
Appendix B
Sprinkler pipe
attachment
Electrical conduit, box and
lights
EXHIBIT 1
Appendix B
Unistrut
Ceiling
Mechanical
Unit
Low voltage
boxed
Damaged Metal
Deck
Damaged steel structure
EXHIBIT 1
Appendix B
Mechanical Unit
and Duct work
Electrical and
control system
Light
EXHIBIT 1
Appendix C
EXHIBIT 1

COVER BOARD
METAL DECK; COORDINATE WITH

STRUCTURAL

SINGLE-PLY ROOFING MEMBRANE
5/8" GYPSUM

SHEATHING

ROOF VAPOR BARRIER, SELF

ADHERING WITH SHEET METAL

BRIDGING AT LAP JOINTS PER

MANUFACTURER'S

REQUIREMENTS
5" RIGID INSULATION
SLOPE1/2":1'-0"

CLASS A ASSEMBLY
R=29.3
Appendix C
All should be removed
EXHIBIT 1
11 B
10 07:MS2
05:MS2
05:BR1
22:RO1
1/4" / 1'-0"
07:TI3
A511
B6
22:SO2
07:PC208:SO2
TYP. OF 208:SO2
7' - 1"
7' - 1"
6' 3"
- 0"
TYP OF 6
Appendix C
Remove roof
drain
Remove
tapered
insulation
Remove roofing
system in this
area entirely
EXHIBIT 1
Appendix C
Remove roof
drain
Remove
tapered
insulation
Remove roofing
system in this
area entirely
EXHIBIT 1
Appendix D
EXHIBIT 1
Grind puddle welds
Appendix D
Remove screws
Cut the deck
EXHIBIT 1
Appendix E
EXHIBIT 1
Appendix E

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Steel structure that should be replaced, is highlighted EXHIBIT 1
Appendix E
Remove bolts
EXHIBIT 1
Appendix E
Remove bolts
Cut welds
EXHIBIT 1
Appendix F
EXHIBIT 1
Appendix F
Beams that will be reinstalled
Photo from the construction period
EXHIBIT 1
Appendix G
EXHIBIT 1
Appendix G
Metal Deck
Photo from the construction period
EXHIBIT 1
Appendix H
EXHIBIT 1
Appendix H
Photo from the construction period
EXHIBIT 1
Appendix I
EXHIBIT 1
Appendix IPhotos from the construction period
5/8” gypsum board
Vapor barrier
EXHIBIT 1
Appendix I
Photos from the construction period
Insulation
Cover board & Insulation
EXHIBIT 1
4301 Bettencourt Way, Union City, CA 94587
Tel: (510) 780 - 2807 -- Fax: (310) 436-1750 -- Email: [email protected] CSLB #921239
August 30, 2024
Water Intrusion Behind Sheet Metal Flashing
Water intrusion issue has been reviewed by Allana Buick & Bers (ABB) which you can find attached (Appendix A) a copy of their “Opinion/Recommendation Letter”. As the letter states, the absence of a sheet metal flange or sealant is the main cause of water intrusion.

A mockup was performed at the jobsite that you can find pictures in appendix B.

To remediate the damage and then dry-in the building, the below steps need to be taken:

Step 1: Cut sheet metal flashing to be able to remove it for accessing the issue location.

EXHIBIT 1
4301 Bettencourt Way, Union City, CA 94587
Tel: (510) 780 - 2807 -- Fax: (310) 436-1750 -- Email: [email protected] CSLB #921239
Step 2: Remove sheet metal; Cut and remove rigid insulation to reach behind the sheet metal flashing.

Step 3: Apply sealant (Vaprobod) between sheet metal flashing and weather barrier to stop water intrusion. Install backer rod if the gap is large and it is necessary.

EXHIBIT 1
4301 Bettencourt Way, Union City, CA 94587
Tel: (510) 780 - 2807 -- Fax: (310) 436-1750 -- Email: [email protected] CSLB #921239
Step 4: Water test. Apply water per ASTM E-1105-19 around the sheet metal and visually inspect inside the building to assure watertightness.

Step 5: Install rigid insulation and apply aluminum to hold it in place. Install double sided tape (3M VHB) for the next step.

Step 6: Field measure the openings and fabricate l angle sheet metal and attach it to the existing metal with double sided tape (3M VHB)
EXHIBIT 1
EXHIBIT 1
Appendix A

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EXHIBIT 1
EXHIBIT 1
Appendix B
EXHIBIT 1
EXHIBIT 1
EXHIBIT 1
4301 Bettencourt Way, Union City, CA 94587
Tel: (510) 780 - 2807 -- Fax: (310) 436-1750 -- Email: [email protected] CSLB #921239
August 30, 2024
Concrete Slab Remediation
The concrete slab remediation has been proposed in four sections:
- Slab flatness repair
- Concrete high point
- Void under the slab
- Concrete Spall
Slab Flatness Repair: Repair locations are shown in Appendix A. The repair procedure is to float the low spots by using a thin overlay of cementitious materials. The thickness of the overlay does not need to be greater than ¼ in. to repair the worst locations. Most repair locations will only require an overlay thickness of 1/8 in. This is sufficient to bring the flatness to within the specification requirement.

The proposed repair material is Ardex K15. A primer, Ardex P51, will be applied to the concrete prior to application of K15. Ardex K15 is widely used by the concrete community and has a strong history of success. Product literature is attached in Appendix B.

Concrete High Point Repair: There is only one high point location which will be grinded per ACI 302.1R, Section 10.14, which states “Grinding can be used to repair certain surface defects.

Grinding has been used successfully to repair the following kinds of problems: a) unacceptable flatness and levelness, b) curled joints,” and other conditions.

Void Under the Slab: The slab along each side of the construction joint between Pours #2 and 3 will be stabilized by filling the void under the slab. The void was caused by curling. Polyurea foam will be injected into the void. This is a standard procedure developed by the concrete industry, primarily for warehouse slabs, to fill voids under a slab. A recommended product is Spal-Pro Stabilizer EXP by Metzger/McGuire. Product literature is attached in Appendix C. Holes of 3/8 inch diameter are drilled approximately 3 ft. apart and the polyurea is injected under low pressure.

Concrete Spall: Only one location of the spell is identified. A repair for the slab is to remove the spall area and replace it with new concrete provide an 1/8-in gap between pours#1 and 2. Use a bonding agent between the existing and new concrete. No dowels or tie bars are required at the repair surface. There will be no significant live loads crossing the spall location. Bonding agent literature is attached in Appendix D.

EXHIBIT 1
EXHIBIT 1
Appendix A

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EXHIBIT 1
Concrete spall area
EXHIBIT 1
Appendix B
ARDEX K 15
®
Choose the Benchmark - ARDEX K 15® is the original and the most specified self-leveler in North America.

Install over: interior concrete, terrazzo, ceramic and quarry tile, epoxy coating systems, wood, metal and non-water soluble adhesive residue on concrete; can be installed over concrete treated with certain curing compounds
Key Features
• Formulated with a special blend of polymers
• Can be installed over wood or metal to a
thickness of 1/2’’ (12.7 mm)
• Pourable with the ROVER® Rolling Barrel Cart;
Pumpable with the AMP® Automatic Mixing Pumps
• Interior use
• Use on, above or below grade
• Mixes with water
Installation
• General priming recommendations:
• Concrete: ARDEX P 51
TM
Primer
• Most non-porous substrates, epoxy coatings,
adhesive residue: ARDEX P 82
TM
Ultra Prime
• Over metal: ARDEX EP 2000™ Substrate Preparation Epoxy Primer • Packaging: 55 lb. (25 kg)
• Coverage: 30 sq. ft. per bag at 1/4” (2.8 m2 at 6 mm) • Thickness:
• Levels at 1/4” (6 mm)
• Installs from 1/8” to 1 1/2” (3 mm to 4 cm) neat
• Up to 5” (13 cm) with aggregate
• Can be tapered
• Flow time: 10 minutes
• Walkable: 2 to 3 hours
• Install floor coverings:
• Moisture-insensitive tile and stone: 6 hours
• All other floor coverings: 16 hours
Performance
• ASTM C191 Initial Set: Approx. 30 minutes
• ASTM C191 Final Set: Approx. 90 minutes
• ASTM C109 mod (air cure only) Compressive
Strength: 5500 psi (386 kg/cm2) at 28 days
• ASTM C348 Flexural Strength:
1200 psi (84 kg/cm2) at 28 days
• VOC: 0
Premium Self-Leveling
Underlayment

SUBSTRATE

PREPARATION
888-512-7339
+1-724-203-5000
www.ardexamericas.com
AF128 12/15
For easy-to-use ARDEX Product Calculators and Product
Information On the Go, download the ARDEX App at the
iTunes Store or Google play.

Refer to the technical data sheet at www.ardexamericas.com or call 888-512-7339 prior to installation. For free ARDEX product training, click on ARDEX Academy.
© 2015 ARDEX Engineered Cements, L.P. All rights reserved.

EXHIBIT 1
ARDEX Primers
AF 133 11/14

ARDEX PRIMERS
Key Features
• Solvent-free
• Concentrated primer - dilutes with water
• Seals the substrate
• Interior use
Installation
• Packaging: 1 gallon (3.79 L) plastic bottle /
4 gallon (15.14 L) plastic pail
• Coverage: 400 to 600 sq. ft. per gallon
(37 to 55 m2)
• Dry time: Min. 3 hours, max. 24 hours;
1 to 3 hours between coats if double priming
Performance
• VOC: 0 g/L
Key Features
• Solvent-free
• Waterborne two-component
• Seals the substrate
• Interior use
Installation
• Packaging: Two 1/2 gallon containers (1.89 L)
• Coverage:

• 300 to 400 sq. ft. per gallon over wood substrates
• 400 to 500 sq. ft. per gallon over burnished
concrete and over ceramic and quarry tile
• 500 to 600 sq. ft. per gallon over epoxy, metal, and
other smooth, non-porous surfaces
• Dry time: Min. 3 hours, max. 24 hours
Performance
• VOC: 0 g/L
Install over: standard absorbent dry concrete
substrates and other substrates in specialized
applications; over wood use ARDEX GS-4™ or
ARDEX Liquid BackerBoard
®. Non-porous substrates
must be primed with ARDEX P 82
TM
Ultra Prime.

Install over: smooth, non-absorbent substrates
such as ceramic and other stone tiles, terrazzo,
epoxy and metal decking; ARDEX P 82 is also used
over wooden subfloors, including plywood and
strip wood, as well as over cutback and other
non-water-soluble adhesive residues.
888-512-7339
+1-724-203-5000
www.ardexamericas.com
Improves the adhesion of ARDEX products. Specific substrate preparation requirements are provided in the individual Technical Brochures for each ARDEX product.

ARDEX P 51
TM
ARDEX P 82
TM
EXHIBIT 1
EXHIBIT 1
Appendix C
Injectable High Density Polyurethane
Foam For The Correction of
Deflecting Concrete Slabs
TECHNICAL DATA SPSEXP-1
Customer Service - (800) 223-MM80 - Technical Assistance &.BJMJOGP!NFU[HFSNDHVJSFDPNt8FC4JUFXXXNFU[HFSNDHVJSFDPN Revised 09/15

7. TECHNICAL PROPERTIES1. Product Name
Spal-Pro Stabilizer EXP

2. Manufacturer

METZGER/MCGUIRE
PO Box 2217 Concord, NH 03302 (USA) Phone: 603-224-6122 Fax: 603-224-6020 Web: www.metzgermcguire.com

3. Product Description
Composition
Spal-Pro Stabilizer EXP is a rapid-setting, two-component hydrophobic polyurethane foam. When cured, Spal-Pro
Stabilizer EXP is a rigid closed cell structural foam which resists moisture and vapor transmission.

Basic Use
Spal-Pro Stabilizer EXP is used to correct conditions where concrete slabs deflect and/or rock when subjected to material handling vehicle loads. This condition is usually the result of slab curl or various subgrade/sub-base deficiencies.

Once injected into the voids beneath the slab, Spal-Pro Stabilizer EXP expands six to eight times its original dimension, and cures into a rigid, high density foam which fully supports the slab load, and reduces or eliminates deflection within 45 minutes of installation. Spal-Pro Stabilizer EXP has an installation and service temperature range of 38°F (3°C) to 100°F (38°C).

4. Correct Installation
Corrective procedures may vary due to conditions (severity of curl, degree of deflection, joint edge spalling, etc.). Contact Metzger/McGuire for assistance in determining best methods for slab stabilization.

5. Limitations
Spal-Pro Stabilizer EXP is not designed for use where sub- grade temperatures are below 38°F (3°C). For below-freezing conditions, Spal-Pro Stabilizer should be considered, though special procedures (heated pump system, etc.) are required for below-freezing installations.

6. Color and Packaging
Standard color is opaque gray. Spal-Pro Stabilizer EXP is available in 10 gallon (US) kits (1-5 gallon pail Part A, 1-5 gallon pail Part B), 110 gallon (US) kits (1-55 gallon drum Part A, 1-55 gallon drum Part B) for bulk dispensing machines, and 1500 ML (750:750) dual-cartridge kits for dispensing with manual or pnuematic dual gun.
"QQMJDBCMF4QFDJåDBUJPOT
There are no government, trade or ASTM standards for this product or its intended use.

9. USDA/FDA Approval
Spal-Pro Stabilizer EXP is acceptable for use in floors subject to USDA and FDA inspection and regulation.

10. ADVANTAGES
tSpal-Pro Stabilizer EXP has a high compressive strength for optimum support of slabs-under-load.
tSpal-Pro Stabilizer EXP is a rapid-setting material which enables an early return of traffic to distressed slabs. tSpal-Pro Stabilizer EXP has a medium viscosity to allow for easier injection and better penetration into narrow voids below slab.
tSpal-Pro Stabilizer EXP is insensitive to grade moisture from water infiltration of scrubbing operations.
tSpal-Pro Stabilizer EXP actively uses subgrade materials in cured structure.
tSpal-Pro Stabilizer EXP uses no CFC’s or HFC’s to
develop its dense foam structure.
tSpal-Pro Stabilizer EXP comes with a “legacy.” For more than 35 years Metzger/McGuire has been the unequaled
leader in floor slab protection and correction.

TEST METHOD RESULTS*
8&*()51&3("-"#
-#4
.*93"5*0#:70-6.&
7*4$04*5:
.*9&% DQT
REACTION TIME/POTLIFE 65 secs.

SET TIME 4-6 mins.
%&/4*5: QDG
COMPRESSION ASTM 1621 115 psi
5&/4*-&453&/(5) "45. MCT
&91"/4*0/3"5&
5:1*$"-
* Properties shown are typical, but will vary from project to project depending upon various factors including foam mass, temperature and dispensing method.

Expansive High
Density Grade Foam
EXHIBIT 1
4QBM1SP4UBCJMJ[FS&91 5FDIOJDBM%BUB4IFFU 414&91 Revised 09/15
'BYt&.BJMJOGP!NFU[HFSNDHVJSFDPNtXXXNFU[HFSNDHVJSFDPN

11. Product Installation
The following instructions are abbreviated. Complete instructions and technical assistance are available by contacting Metzger/McGuire directly. Incorrectly injecting a slab with expansive foams may result in raising or lifting the slab. Knowledgeable planning and precautions are important.

Determine the average size of the void being filled. This can be accomplished via a 3 lb. sounding hammer, a core drill, a hammer drill, a snake type video camera, or an echo sounding device. Once the cavity size is established, injection holes should be mapped out.

We recommend hammer drilling 3/8” (10 mm) holes through the slabs. The distance and pattern of the injection holes should be based on void size as well as pump/cartridge output. A general rule of thumb for injecting expansive foams is to drill the injection holes within the first 1/3 of the slab void, starting from the joint.

The distance between ports will depend on pump output and void size. This adjustable method should be based on a per joint, per job basis, as each floor will vary. In general, we do not recommend spacing the injection holes further than 36” apart, regardless of pump output. We also highly advise drilling 3/8” (10 mm) diameter pilot relief holes every 24” within the joint itself. These holes are designed to relieve any extra built-up pressure from the injection process, as well as provide an exit for any residual air or excess water. Once a spacing pattern has been selected and relief holes drilled, we highly recommend performing work on a sample area to confirm the foam penetration and linear reach. Failure to do so can result in either an under-injected void or potentially an over injected/raised slab. Refer to Installation Instructions or call Metzger/McGuire technical support at (800)223-6680.

Due to its rapid pot life (approximately 1 minute) Spal-Pro Stabilizer EXP should be placed via a dual-component pump ratioed at 1:1 or with pre-packaged dual-cartridge systems only. Material should be dispensed through a 32 element, 1/2” id static mixer. Based on the pump output, a predetermined amount of material should be pumped into the first injection hole. Wait approximately 3 minutes to confirm the expansion material has reached the desired location. Once confirmed, the method is simply repeated down along the joint. It is very important that no additional weight is placed on the slabs being injected for a minimum period of 30 minutes (at ambient temp) during the foam’s cure. Doing so will result in a under filled cavity.

Once the material has cured for approximately 40 minutes, full traffic can resume. Any excess material cured on the slab surface can be razored or scraped off.

Clean-Up
Spills of unmixed components can be cleaned up with solvent (Toluol, Xylol, MEK, Denatured Alcohol, etc). Cured product can be scraped, shaved, wire brushed, or sanded off floor and tools.

12. Maintenance
Once cured, the Spal-Pro Stabilizer EXP is essentially maintenance free. Some joints may require multiple applications if slab curl continues after product placement.

13. Coverage Rate
Coverage will vary depending on void size, dimension shape, and mass placed. Contact Metzger/McGuire for suggested
coverages.

14. Technical Assistance
Complete technical support is available by contacting our New Hampshire headquarters at (800)223-MM80.
8IFSFUP4QFDJGZBOE'JMF
Spal-Pro Stabilizer EXP is exclusively for use in concrete floor repair, and thus should always be referenced in 03311 (Concrete Slab Repairs-Interior).
"WBJMBCJMJUZ
Spal-Pro Stabilizer EXP is available through quality
construction supply distributors in most major cities (locations available at www.metzgermcguire.com) or through our New Hampshire headquarters.

17. Shelf Life and Storage
Spal-Pro Stabilizer EXP has a guaranteed shelf life of 180 days if containers remain unopened. Store in dry, cool areas away from excessive heat, freeze/thaw and sunlight. See complete installation instructions for information.
4BGFUZ
This product is for industrial use only. Use only in well ventilated areas. Practice all normal jobsite safety precautions (clear work area, etc). Refer to SDS and installation instructions for more information.

19. Food Related Facilities
Please contact us to discuss suitability of this product in areas where existing food or food packaging could potentially be contaminated.
.BUFSJBM8BSSBOUZ
WARRANTY: Metzger/McGuire Co. solely and expressly warrants that its Spal-Pro Stabilizer EXP shall be free from defects in material and workmanship for 180 days from the date of purchase.

Unless authorized in writing by an officer of Metzger/McGuire, no other representations or statements made by Metzger/McGuire or its representatives, in writing or orally, shall alter this warranty. Metzger/McGuire makes no warranties, implied or otherwise, as to the merchantability or fitness for ordinary or particular purposes of its products and excludes the same. If any Metzger/ McGuire product fails to conform with this warrant, Metzger/McGuire will replace the product at no cost to the purchaser. Purchaser’s sole remedy in any case shall be limited to the purchase price or replacement cost of product and specifically excludes labor and the cost of labor, lost wages and opportunity costs, and all other possible incidental, consequential or special damages resulting from any claim of breach of warranty, breach of contract, negligence or any legal theory. Any warranty claim must be made within one (1) year from the date of material purchase.

Metzger/McGuire does not authorize anyone on its behalf to make any written or oral statements which in any way alter the installation procedures or written installation instructions published in its product literature or on its packaging labels. Any installation of Metzger/McGuire products which fails to conform with such installation information or instructions shall void this warranty. Purchaser shall be solely responsible for determining the suitability of Metzger/McGuire’s products for the purchaser’s intended purpose.

EXHIBIT 1
EXHIBIT 1
Appendix D
PProduct Data Sheet
Sika® LiquidWeld Blu
June 2018, Version 01.01
020302020040000003

PRODUCT DATA SHEET
Sika® LiquidWeld Blu
Concrete and Plaster Bonding Agent

PRODUCT DESCRIPTION
Superior, reemulsifiable, liquid bonding agent for
concrete, cement mortars and stucco.

USES
Bonding new concrete to old concrete▪
Interior or Exterior use▪
Vertical or Horizontal▪
Use on concrete, concrete block, cement board, hardie
board, plywood, brick, plaster, tile, gypsum, or stone. ▪

CHARACTERISTICS / ADVANTAGES
Re-emulsifiable▪
Extended open time▪
Increased bond strength▪
Easy to apply and one component▪
Improved repair durability▪
Freeze-Thaw Stability: 5 cycle freeze▪

PRODUCT INFORMATION
Packaging 1 x 2 gal. (7.5 L) can; box
Appearance / Color Light Blue when wet
Royal Blue when dry
Shelf Life 12 months in original, unopened containers
Storage Conditions Store in cool, frost-free conditions with temperatures between 50°F to 90°F (10°C to 32°C). Condition material between 60° to 75°F (15° to 24°C) before using.

Tensile Adhesion Strength 150 psi (1.03 MPa) at 7 days (ACI 503 R) Tested at:
73 °F (23 °C)
50 % R.H.

APPLICATION INFORMATION
Coverage Unit yields approx. 150 - 300 sq.ft. per gallon depending upon actual porosity of the prepared substrate.
1 / 2
EXHIBIT 1

AAPPLICATIONN INSTRUCTIONS

SURFACEE PREPARATION
Remove all deteriorated concrete, dirt, oil, grease, and all bond-inhibiting materials from surface. Preparation work should be done by high pressure water blast,
scabbler, or other appropriate mechanical means to
obtain a surface with a minimum of CSP 3 profile or
greater. Ensure there are no curing compounds or other
contaminants remaining on the substrate before
application. Substrate must be dry before application.

MIXING
Prior to installation, stir Sika® LiquidWeld Blu before use for consistent dispersion. Apply Undiluted (no water
needed)

LIMITATIONS
Not for use in wet environments, in or around
swimming pools,showers, decks, below grade or
retaining walls that may be subject to hydrostatic
pressures, side walks, or parking ramps.
▪
Do not dilute.▪
Do not apply onto water soluble substrates.▪
Do not apply on frozen or frost covered substrates.▪
Low temperatures or high humidity will extend curing
time.
▪
Do not allow stored product to freeze.▪
If substrate gets contaminated or wet, a recoat is
required.
▪

BASISS OFF PRODUCTT DATA
Results may differ based upon statistical variations
depending upon mixing methods and equipment,
temperature, application methods, test methods, actual
site conditions and curing conditions.

OTHERR RESTRICTIONS
See Legal Disclaimer.

ENVIRONMENTAL,, HEALTHH ANDD SAFETY
For further information and advice regarding
transportation, handling, storage and disposal of
chemical products, user should refer to the actual Safety Data Sheets containing physical, environmental,
toxicological and other safety related data. User must
read the current actual Safety Data Sheets before using any products. In case of an emergency, call CHEMTREC
at 1-800-424-9300, International 703-527-3887.

LEGALL DISCLAIMER
•• KEEPP CONTAINERR TIGHTLYY CLOSEDD
•• KEEPP OUTT OFF REACHH OFF CHILDRENN
•• NOTT FORR INTERNALL CONSUMPTIONN
•• FORR INDUSTRIALL USEE ONLYY
•• FORR PROFESSIONALL USEE ONLY
Prior to each use of any product of Sika Corporation, its subsidiaries or affiliates (“SIKA”), the user must always read and follow the warnings and instructions on the
product’s most current product label, Product Data
Sheet and Safety Data Sheet which are available at
usa.sika.com or by calling SIKA’s Technical Service
Department at 1-800-933-7452. Nothing contained in
any SIKA literature or materials relieves the user of the obligation to read and follow the warnings and
instructions for each SIKA product as set forth in the
current product label, Product Data Sheet and Safety
Data Sheet prior to use of the SIKA product.

SIKA warrants this product for one year from date of
installation to be free from manufacturing defects and
to meet the technical properties on the current Product Data Sheet if used as directed within the product’s shelf life. User determines suitability of product for intended use and assumes all risks. User’s and/or buyer’s sole
remedy shall be limited to the purchase price or
replacement of this product exclusive of any labor costs.

NOO OTHERR WARRANTIESS EXPRESSS ORR IMPLIEDD SHALLL

APPLYY INCLUDINGG ANYY WARRANTYY OFF

MERCHANTABILITYY ORR FITNESSS FORR AA PARTICULARR
PURPOSE.. SIKAA SHALLL NOTT BEE LIABLEE UNDERR ANYY LEGALL THEORYY FORR SPECIALL ORR CONSEQUENTIALL DAMAGES..

SIKAA SHALLL NOTT BEE RESPONSIBLEE FORR THEE USEE OFF THISS

PRODUCTT INN AA MANNERR TOO INFRINGEE ONN ANYY PATENTT

ORR ANYY OTHERR INTELLECTUALL PROPERTYY RIGHTSS HELDD
BYY OTHERS..

Sale of SIKA products are subject to the Terms and
Conditions of Sale which are available at
https://usa.sika.com/en/group/SikaCorp/termsandconditions.html or by calling 1-800-933-7452.

Sikaa Corporation
201 Polito Avenue
Lyndhurst, NJ 07071
Phone: +1-800-933-7452
Fax: +1-201-933-6225
usa.sika.com
Sikaa Mexicanaa S.A.. dee C.V.

Carretera Libre Celaya Km. 8.5
Fracc. Industrial Balvanera
Corregidora, Queretaro
C.P. 76920
Phone: 52 442 2385800
Fax: 52 442 2250537
SikaLiquidWeldBlu-en-US-(06-2018)-1-1.pdf
Productt Dataa Sheet
Sika®® LiquidWeldd Blu
June 2018, Version 01.01
020302020040000003
22 // 2
EXHIBIT 1

EXHIBIT H

Schedule of Values

EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
Progress Pay Estimate
City Project No.: CL17024 Estimate No: Contract #: 419000528 Contractor: Patriot Contracting, Inc Billing Period: SOV to restart project based on February 2023 approved billing Remit Address: ϭϵϬϯϭ^͘,ĂŵŝůƚŽŶǀĞ͘
'ĂƌĚĞŶĂ͕ϵϬϮϰϴ
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Division 1 - GENERAL REQUIREMENTS

1.0001 PERFORMANCE AND PAYMENT BONDS LS 1.00 75,000.00$ 75,000.00 $ 100% 75,000.00 $ 75,000.00 75,000.00 $ - 100% 75,000.00 $ 75,000.00

1.0002 INSURANCES LS 1.00 250,000.00$ 250,000.00 $ 100% 250,000.00 $ 250,000.00 250,000.00 $ - 100% 250,000.00 $ 250,000.00

1.0003 SUBMITTALS LS 1.00 75,000.00$ 75,000.00 $ 90% 75,000.00 $ 67,500.00 75,000.00 $ - 90% 75,000.00 $ 67,500.00

1.0004 FIELD SUPERVISION AND LAYOUT LS 1.00 35,000.00$ 35,000.00 $ 85% 35,000.00 $ 29,750.00 35,000.00 $ - 85% 35,000.00 $ 29,750.00

1.0005 SCHEDULING LS 1.00 50,000.00$ 50,000.00 $ 80% 50,000.00 $ 40,000.00 50,000.00 $ - 80% 50,000.00 $ 40,000.00

1.0006 TEMPORARY FACILITIES AND CONTROLS LS 1.00 35,000.00$ 35,000.00 $ 85% 35,000.00 $ 29,750.00 35,000.00 $ - 85% 35,000.00 $ 29,750.00

1.0007 CLOSE OUT LS 1.00 15,556.00$ 15,556.00 $ 15,556.00 $ - 15,556.00 $ - 15,556.00 $ - Division 2 - Selective Demolition

2.0000 DEMO OFF-SITE WALK WAY LS 1.00 15,000.00$ 15,000.00 $ 100% 15,000.00 $ 15,000.00 15,000.00 $ - 100% 15,000.00 $ 15,000.00 Division 3 - Concrete

3.3000.1 CONCRETE BUILDING - EXCAVATION/ OFFHAUL LS 1.00 60,000.00$ 60,000.00 $ 100% 60,000.00 $ 60,000.00 60,000.00 $ - 100% 60,000.00 $ 60,000.00

3.3000.2 CONCRETE BUILDING - FORM MATERIAL LS 1.00 70,000.00$ 70,000.00 $ 100% 70,000.00 $ 70,000.00 70,000.00 $ - 100% 70,000.00 $ 70,000.00

3.3000.3 CONCRETE BUILDING - FORM LABOR LS 1.00 90,000.00$ 90,000.00 $ 100% 90,000.00 $ 90,000.00 90,000.00 $ - 100% 90,000.00 $ 90,000.00

3.3000.4 CONCRETE BUILDING - REBAR MATERIAL LS 1.00 50,000.00$ 50,000.00 $ 100% 50,000.00 $ 50,000.00 50,000.00 $ - 100% 50,000.00 $ 50,000.00

3.3000.5 CONCRETE BUILDING - REBAR LABOR LS 1.00 80,000.00$ 80,000.00 $ 100% 80,000.00 $ 80,000.00 80,000.00 $ - 100% 80,000.00 $ 80,000.00

3.3000.6 CONCRETE BUILDING - CONCRETE MATERIAL LS 1.00 55,000.00$ 55,000.00 $ 100% 55,000.00 $ 55,000.00 55,000.00 $ - 100% 55,000.00 $ 55,000.00

3.3000.7 CONCRETE BUILDING - CONCRETE LABOR LS 1.00 75,000.00$ 75,000.00 $ 100% 75,000.00 $ 75,000.00 75,000.00 $ - 100% 75,000.00 $ 75,000.00

3.3000.8 CONCRETE BUILDING - VAPOR RET. MTL LS 1.00 35,000.00$ 35,000.00 $ 100% 35,000.00 $ 35,000.00 35,000.00 $ - 100% 35,000.00 $ 35,000.00

3.3000.9 CONCRETE BUILDING - VAPOR RET. LABOR LS 1.00 25,000.00$ 25,000.00 $ 100% 25,000.00 $ 25,000.00 25,000.00 $ - 100% 25,000.00 $ 25,000.00

3.3543.1 AGGREGATE SURFACE - COL. CON. MTL. LS 1.00 15,000.00$ 15,000.00 $ 55% 15,000.00 $ 8,250.00 15,000.00 $ - 55% 15,000.00 $ 8,250.00

3.3543.2 AGGREGATE SURFACE - COL. CON. LABOR LS 1.00 25,000.00$ 25,000.00 $ 55% 25,000.00 $ 13,750.00 25,000.00 $ - 55% 25,000.00 $ 13,750.00

3.3544.1 POLISHED CONCRETE FINISHING - MATERIAL LS 1.00 18,000.00$ 18,000.00 $ 50% 18,000.00 $ 9,000.00 18,000.00 $ - 50% 18,000.00 $ 9,000.00

3.3544.2 POLISHED CONCRETE FINISHING - LABOR LS 1.00 32,000.00$ 32,000.00 $ 50% 32,000.00 $ 16,000.00 32,000.00 $ - 50% 32,000.00 $ 16,000.00 Division 4 - Masonry

4.2200 CONCRETE UNIT MASONRY LS 1.00 26,000.00$ 26,000.00 $ 100% 26,000.00 $ 26,000.00 26,000.00 $ - 100% 26,000.00 $ 26,000.00 Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount WĂŐĞϭŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount Division 5 - Metals

5.1200.1 STRUCTURAL STEEL FRAMING- LIBRARY LABOR LS 1.00 210,000.00$ 210,000.00 $ 95% 210,000.00 $ 199,500.00 210,000.00 $ - 95% 210,000.00 $ 199,500.00

5.1200.2 STRUCTURAL STEEL FRAMING- GYM LABOR LS 1.00 100,000.00$ 100,000.00 $ 95% 100,000.00 $ 95,000.00 100,000.00 $ - 95% 100,000.00 $ 95,000.00

5.3100.1 STEEL DECKING - MATERIAL LS 1.00 60,000.00$ 60,000.00 $ 100% 60,000.00 $ 60,000.00 60,000.00 $ - 100% 60,000.00 $ 60,000.00

5.3100.2 STEEL DECKING - LABOR LS 1.00 80,000.00$ 80,000.00 $ 100% 80,000.00 $ 80,000.00 80,000.00 $ - 100% 80,000.00 $ 80,000.00

5.4300 SLOTTED CHANNEL FRAMING LS 1.00 15,000.00$ 15,000.00 $ 100% 15,000.00 $ 15,000.00 15,000.00 $ - 100% 15,000.00 $ 15,000.00

5.5000.1 STRUCTURAL STEEL FABRICATIONS- LIBRARY DETAILING LS 1.00 40,000.00$ 40,000.00 $ 100% 40,000.00 $ 40,000.00 40,000.00 $ - 100% 40,000.00 $ 40,000.00

5.5000.2 STRUCTURAL STEEL FABRICATIONS- LIBRARY MATERIAL LS 1.00 300,000.00$ 300,000.00 $ 100% 300,000.00 $ 300,000.00 300,000.00 $ - 100% 300,000.00 $ 300,000.00

5.5000.3 STRUCTURAL STEEL FABRICATIONS- LIBRARY LABOR LS 1.00 200,000.00$ 200,000.00 $ 100% 200,000.00 $ 200,000.00 200,000.00 $ - 100% 200,000.00 $ 200,000.00

5.5000.4 STRUCTURAL STEEL FABRICATIONS-GYM DETAILING LS 1.00 45,000.00$ 45,000.00 $ 100% 45,000.00 $ 45,000.00 45,000.00 $ - 100% 45,000.00 $ 45,000.00

5.5000.5 STRUCTURAL STEEL FABRICATIONS- GYM MATERIAL LS 1.00 250,000.00$ 250,000.00 $ 100% 250,000.00 $ 250,000.00 250,000.00 $ - 100% 250,000.00 $ 250,000.00

5.5000.6 STRUCTURAL STEEL FABRICATIONS- GYM LABOR LS 1.00 190,000.00$ 190,000.00 $ 100% 190,000.00 $ 190,000.00 190,000.00 $ - 100% 190,000.00 $ 190,000.00

5.7300.1 DECORATIVE METAL RAILINGS - MATERIAL LS 1.00 15,000.00$ 15,000.00 $ 15,000.00 $ - 15,000.00 $ - 15,000.00 $ -

5.7300.2 DECORATIVE METAL RAILINGS - LABOR LS 1.00 35,000.00$ 35,000.00 $ 35,000.00 $ - 35,000.00 $ - 35,000.00 $ -

5.7500.1 DECORATIVE FORMED METAL - MATERIAL LS 1.00 10,000.00$ 10,000.00 $ 10,000.00 $ - 10,000.00 $ - 10,000.00 $ -

5.7500.2 DECORATIVE FORMED METAL - LABOR LS 1.00 20,000.00$ 20,000.00 $ 20,000.00 $ - 20,000.00 $ - 20,000.00 $ - Division 6 - Wood, Plastics, Composites

6.1053.1 MISCELLANEOUS ROUGH CARPENTRY- MTL LS 1.00 35,000.00$ 35,000.00 $ 35% 35,000.00 $ 12,250.00 35,000.00 $ - 35% 35,000.00 $ 12,250.00

6.1053.2 MISCELLANEOUS ROUGH CARPENTRY- LABOR LS 1.00 45,000.00$ 45,000.00 $ 35% 45,000.00 $ 15,750.00 45,000.00 $ - 35% 45,000.00 $ 15,750.00

6.4116.1 ARCHITECTURAL CABINETS - MATERIAL LS 1.00 60,000.00$ 60,000.00 $ 10% 60,000.00 $ 6,000.00 60,000.00 $ - 10% 60,000.00 $ 6,000.00

6.4116.2 ARCHITECTURAL CABINETS - FAB LABOR LS 1.00 65,000.00$ 65,000.00 $ 10% 65,000.00 $ 6,500.00 65,000.00 $ - 10% 65,000.00 $ 6,500.00

6.4116.3 ARCHITECTURAL CABINETS - INSTL LABOR LS 1.00 75,000.00$ 75,000.00 $ 10% 75,000.00 $ 7,500.00 75,000.00 $ - 10% 75,000.00 $ 7,500.00

6.6400.1 PLASTIC PANELS (FRP) - MATERIAL LS 1.00 25,000.00$ 25,000.00 $ 75% 25,000.00 $ 18,750.00 25,000.00 $ - 75% 25,000.00 $ 18,750.00

6.6400.2 PLASTIC PANELS (FRP) - LABOR LS 1.00 30,000.00$ 30,000.00 $ 75% 30,000.00 $ 22,500.00 30,000.00 $ - 75% 30,000.00 $ 22,500.00 Division 7 - Thermal and Moisture Protection

7.1900.1 WATER REPELLENTS - MATERIAL LS 1.00 17,000.00$ 17,000.00 $ 17,000.00 $ - 17,000.00 $ - 17,000.00 $ -

7.1900.2 WATER REPELLENTS - LABOR LS 1.00 28,000.00$ 28,000.00 $ 28,000.00 $ - 28,000.00 $ - 28,000.00 $ -

7.2100.1 THERMAL INSULATION - INTERIOR MATERIAL LS 1.00 45,000.00$ 45,000.00 $ 100% 45,000.00 $ 45,000.00 45,000.00 $ - 100% 45,000.00 $ 45,000.00

7.2100.2 THERMAL INSULATION - INTERIOR LABOR LS 1.00 75,000.00$ 75,000.00 $ 100% 75,000.00 $ 75,000.00 75,000.00 $ - 100% 75,000.00 $ 75,000.00

7.2100.3 THERMAL INSULATION - EXTERIOR MATERIAL LS 1.00 65,000.00$ 65,000.00 $ 100% 65,000.00 $ 65,000.00 65,000.00 $ - 100% 65,000.00 $ 65,000.00

7.2100.4 THERMAL INSULATION - EXTERIOR LABOR LS 1.00 80,000.00$ 80,000.00 $ 100% 80,000.00 $ 80,000.00 80,000.00 $ - 100% 80,000.00 $ 80,000.00

7.2500.1 WEATHER BARRIERS - MATERIAL LS 1.00 25,000.00$ 25,000.00 $ 100% 25,000.00 $ 25,000.00 25,000.00 $ - 100% 25,000.00 $ 25,000.00

7.2500.2 WEATHER BARRIERS - LABOR LS 1.00 35,000.00$ 35,000.00 $ 100% 35,000.00 $ 35,000.00 35,000.00 $ - 100% 35,000.00 $ 35,000.00

7.4213.1 FORMED METAL WALL PANELS - MATERIAL LS 1.00 70,000.00$ 70,000.00 $ 90% 70,000.00 $ 63,000.00 70,000.00 $ - 90% 70,000.00 $ 63,000.00

7.4213.2 FORMED METAL WALL PANELS - LABOR LS 1.00 110,000.00$ 110,000.00 $ 90% 110,000.00 $ 99,000.00 110,000.00 $ - 90% 110,000.00 $ 99,000.00 WĂŐĞϮŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount

7.4646.1 FIBER-CEMENT SIDING - CLIP MATERIAL LS 1.00 45,000.00$ 45,000.00 $ 100% 45,000.00 $ 45,000.00 45,000.00 $ - 100% 45,000.00 $ 45,000.00

7.4646.2 FIBER-CEMENT SIDING - CLIP LABOR LS 1.00 85,000.00$ 85,000.00 $ 100% 85,000.00 $ 85,000.00 85,000.00 $ - 100% 85,000.00 $ 85,000.00

7.4646.3 FIBER-CEMENT SIDING - BRACKETS MATERIAL LS 1.00 35,000.00$ 35,000.00 $ 90% 35,000.00 $ 31,500.00 35,000.00 $ - 90% 35,000.00 $ 31,500.00

7.4646.4 FIBER-CEMENT SIDING - BRACKETS LABOR LS 1.00 65,000.00$ 65,000.00 $ 90% 65,000.00 $ 58,500.00 65,000.00 $ - 90% 65,000.00 $ 58,500.00

7.4646.5 FIBER-CEMENT SIDING - SIDING MATERIAL LS 1.00 300,000.00$ 300,000.00 $ 75% 300,000.00 $ 225,000.00 300,000.00 $ - 75% 300,000.00 $ 225,000.00

7.4646.6 FIBER-CEMENT SIDING - SIDING LABOR LS 1.00 149,000.00$ 149,000.00 $ 75% 149,000.00 $ 111,750.00 149,000.00 $ - 75% 149,000.00 $ 111,750.00

7.5423.1 TPO ROOFING - SUB BOARD MATERIAL LS 1.00 30,000.00$ 30,000.00 $ 100% 30,000.00 $ 30,000.00 30,000.00 $ - 100% 30,000.00 $ 30,000.00

7.5423.2 TPO ROOFING - SUB BOARD LABOR LS 1.00 30,000.00$ 30,000.00 $ 100% 30,000.00 $ 30,000.00 30,000.00 $ - 100% 30,000.00 $ 30,000.00

7.5423.3 TPO ROOFING - INSULATION MATERIAL LS 1.00 45,000.00$ 45,000.00 $ 100% 45,000.00 $ 45,000.00 45,000.00 $ - 100% 45,000.00 $ 45,000.00

7.5423.4 TPO ROOFING - INSULATION LABOR LS 1.00 30,000.00$ 30,000.00 $ 100% 30,000.00 $ 30,000.00 30,000.00 $ - 100% 30,000.00 $ 30,000.00

7.5423.5 TPO ROOFING - MEMBRANE MATERIAL LS 1.00 60,000.00$ 60,000.00 $ 100% 60,000.00 $ 60,000.00 60,000.00 $ - 100% 60,000.00 $ 60,000.00

7.5423.6 TPO ROOFING - MEMBRANE LABOR LS 1.00 70,000.00$ 70,000.00 $ 100% 70,000.00 $ 70,000.00 70,000.00 $ - 100% 70,000.00 $ 70,000.00

7.6200.1 ARCHITECTURAL SHEET METAL - MATERIAL LS 1.00 25,000.00$ 25,000.00 $ 80% 25,000.00 $ 20,000.00 25,000.00 $ - 80% 25,000.00 $ 20,000.00

7.6200.2 ARCHITECTURAL SHEET METAL - FAB LABOR LS 1.00 30,000.00$ 30,000.00 $ 80% 30,000.00 $ 24,000.00 30,000.00 $ - 80% 30,000.00 $ 24,000.00

7.6200.3 ARCHITECTURAL SHEET METAL - INSTL LABOR LS 1.00 30,000.00$ 30,000.00 $ 80% 30,000.00 $ 24,000.00 30,000.00 $ - 80% 30,000.00 $ 24,000.00

7.7200 ROOF ACCESSORIES LS 1.00 10,000.00$ 10,000.00 $ 90% 10,000.00 $ 9,000.00 10,000.00 $ - 90% 10,000.00 $ 9,000.00

7.9200 JOINT SEALANTS LS 1.00 15,000.00$ 15,000.00 $ 50% 15,000.00 $ 7,500.00 15,000.00 $ - 50% 15,000.00 $ 7,500.00 Division 8 - Openings

8.1113.1 HOLLOW METAL DOORS AND FRAMES - MTL LS 1.00 35,000.00$ 35,000.00 $ 45% 35,000.00 $ 15,750.00 35,000.00 $ - 45% 35,000.00 $ 15,750.00

8.1113.2 HOLLOW METAL DOORS AND FRAMES - LABOR LS 1.00 40,000.00$ 40,000.00 $ 45% 40,000.00 $ 18,000.00 40,000.00 $ - 45% 40,000.00 $ 18,000.00

8.1116.1 INTERIOR ALUMINUM FRAMING - MATERIAL LS 1.00 27,000.00$ 27,000.00 $ 90% 27,000.00 $ 24,300.00 27,000.00 $ - 90% 27,000.00 $ 24,300.00

8.1116.2 INTERIOR ALUMINUM FRAMING - LABOR LS 1.00 30,000.00$ 30,000.00 $ 90% 30,000.00 $ 27,000.00 30,000.00 $ - 90% 30,000.00 $ 27,000.00

8.3113 ACCESS DOORS AND FRAMES LS 1.00 10,000.00$ 10,000.00 $ 80% 10,000.00 $ 8,000.00 10,000.00 $ - 80% 10,000.00 $ 8,000.00

8.3313 COILING COUNTER DOORS LS 1.00 18,500.00$ 18,500.00 $ 18,500.00 $ - 18,500.00 $ - 18,500.00 $ -

8.3516 FOLDING GRILLES LS 1.00 20,000.00$ 20,000.00 $ 10% 20,000.00 $ 2,000.00 20,000.00 $ - 10% 20,000.00 $ 2,000.00

8.3613.1 SECTIONAL DOORS - MATERIAL LS 1.00 100,000.00$ 100,000.00 $ 95% 100,000.00 $ 95,000.00 100,000.00 $ - 95% 100,000.00 $ 95,000.00

8.3613.2 SECTIONAL DOORS - LABOR LS 1.00 40,000.00$ 40,000.00 $ 95% 40,000.00 $ 38,000.00 40,000.00 $ - 95% 40,000.00 $ 38,000.00

8.4113.1 ALUMINUM STOREFRONTS - MATERIAL LS 1.00 150,000.00$ 150,000.00 $ 80% 150,000.00 $ 120,000.00 150,000.00 $ - 80% 150,000.00 $ 120,000.00

8.4113.2 ALUMINUM STOREFRONTS - FAB LABOR LS 1.00 60,000.00$ 60,000.00 $ 80% 60,000.00 $ 48,000.00 60,000.00 $ - 80% 60,000.00 $ 48,000.00

8.4113.3 ALUMINUM STOREFRONTS - INSTL LABOR LS 1.00 40,000.00$ 40,000.00 $ 80% 40,000.00 $ 32,000.00 40,000.00 $ - 80% 40,000.00 $ 32,000.00

8.4329 SLIDING ALUMINUM-FRAMED STOREFRONTS LS 1.00 17,000.00$ 17,000.00 $ 17,000.00 $ - 17,000.00 $ - 17,000.00 $ -

8.4333 FOLDING GLASS STOREFRONTS LS 1.00 22,000.00$ 22,000.00 $ 95% 22,000.00 $ 20,900.00 22,000.00 $ - 95% 22,000.00 $ 20,900.00

8.4413.1 ALUMINUM CURTAIN WALLS - MATERIAL LS 1.00 181,500.00$ 181,500.00 $ 90% 181,500.00 $ 163,350.00 181,500.00 $ - 90% 181,500.00 $ 163,350.00

8.4413.2 ALUMINUM CURTAIN WALLS - FAB LABOR LS 1.00 60,000.00$ 60,000.00 $ 90% 60,000.00 $ 54,000.00 60,000.00 $ - 90% 60,000.00 $ 54,000.00

8.4413.3 ALUMINUM CURTAIN WALLS - INSTL LABOR LS 1.00 40,000.00$ 40,000.00 $ 90% 40,000.00 $ 36,000.00 40,000.00 $ - 90% 40,000.00 $ 36,000.00

8.4523.1 FIBERGLASS-SANDWICH-PANEL - MATERIAL LS 1.00 239,000.00$ 239,000.00 $ 95% 239,000.00 $ 227,050.00 239,000.00 $ - 95% 239,000.00 $ 227,050.00

8.4523.2 FIBERGLASS-SANDWICH-PANEL - LABOR LS 1.00 100,000.00$ 100,000.00 $ 95% 100,000.00 $ 95,000.00 100,000.00 $ - 95% 100,000.00 $ 95,000.00

8.6200 UNIT SKYLIGHTS LS 1.00 25,000.00$ 25,000.00 $ 90% 25,000.00 $ 22,500.00 25,000.00 $ - 90% 25,000.00 $ 22,500.00 WĂŐĞϯŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount

8.7100 DOOR HARDWARE LS 1.00 25,000.00$ 25,000.00 $ 40% 25,000.00 $ 10,000.00 25,000.00 $ - 40% 25,000.00 $ 10,000.00

8.8000.1 GLAZING - MATERIAL LS 1.00 35,000.00$ 35,000.00 $ 95% 35,000.00 $ 33,250.00 35,000.00 $ - 95% 35,000.00 $ 33,250.00

8.8000.2 GLAZING - LABOR LS 1.00 15,000.00$ 15,000.00 $ 95% 15,000.00 $ 14,250.00 15,000.00 $ - 95% 15,000.00 $ 14,250.00

8.8300 MIRRORS LS 1.00 5,000.00$ 5,000.00 $ 5,000.00 $ - 5,000.00 $ - 5,000.00 $ - Division 9 - Finishes

9.2216.1 METAL FRAMING - LAYOUT LS 1.00 45,000.00$ 45,000.00 $ 100% 45,000.00 $ 45,000.00 45,000.00 $ - 100% 45,000.00 $ 45,000.00

9.2216.2 METAL FRAMING - MATERIAL LS 1.00 350,000.00$ 350,000.00 $ 100% 350,000.00 $ 350,000.00 350,000.00 $ - 100% 350,000.00 $ 350,000.00

9.2216.3 METAL FRAMING - LABOR LS 1.00 250,000.00$ 250,000.00 $ 100% 250,000.00 $ 250,000.00 250,000.00 $ - 100% 250,000.00 $ 250,000.00

9.2900.1 GYPSUM BOARD - MATERIAL LS 1.00 90,000.00$ 90,000.00 $ 100% 90,000.00 $ 90,000.00 90,000.00 $ - 100% 90,000.00 $ 90,000.00

9.2900.2 GYPSUM BOARD - LABOR LS 1.00 50,000.00$ 50,000.00 $ 100% 50,000.00 $ 50,000.00 50,000.00 $ - 100% 50,000.00 $ 50,000.00

9.2900.3 GYPSUM BOARD - MUD MATERIAL LS 1.00 35,000.00$ 35,000.00 $ 100% 35,000.00 $ 35,000.00 35,000.00 $ - 100% 35,000.00 $ 35,000.00

9.2900.4 GYPSUM BOARD - MUD LABOR LS 1.00 28,000.00$ 28,000.00 $ 100% 28,000.00 $ 28,000.00 28,000.00 $ - 100% 28,000.00 $ 28,000.00

9.2900.5 GYPSUM BOARD - FINISH LABOR LS 1.00 20,000.00$ 20,000.00 $ 95% 20,000.00 $ 19,000.00 20,000.00 $ - 95% 20,000.00 $ 19,000.00

9.6816.1 TILING - PREP LS 1.00 15,000.00$ 15,000.00 $ 55% 15,000.00 $ 8,250.00 15,000.00 $ - 55% 15,000.00 $ 8,250.00

9.6816.2 TILING - MATERIAL LS 1.00 60,000.00$ 60,000.00 $ 50% 60,000.00 $ 30,000.00 60,000.00 $ - 50% 60,000.00 $ 30,000.00

9.6816.3 TILING - LABOR LS 1.00 40,000.00$ 40,000.00 $ 50% 40,000.00 $ 20,000.00 40,000.00 $ - 50% 40,000.00 $ 20,000.00

9.5113.1 ACOUSTICAL CEILING - GRID MATERIAL LS 1.00 35,000.00$ 35,000.00 $ 100% 35,000.00 $ 35,000.00 35,000.00 $ - 100% 35,000.00 $ 35,000.00

9.5113.2 ACOUSTICAL CEILING - GRID LABOR LS 1.00 30,000.00$ 30,000.00 $ 100% 30,000.00 $ 30,000.00 30,000.00 $ - 100% 30,000.00 $ 30,000.00

9.5113.3 ACOUSTICAL CEILING - TILE MATERIAL LS 1.00 70,000.00$ 70,000.00 $ 5% 70,000.00 $ 3,500.00 70,000.00 $ - 5% 70,000.00 $ 3,500.00

9.5113.4 ACOUSTICAL CEILING - TILE LABOR LS 1.00 60,000.00$ 60,000.00 $ 5% 60,000.00 $ 3,000.00 60,000.00 $ - 5% 60,000.00 $ 3,000.00

9.6543.1 LINOLEUM FLOORING - MATERIAL LS 1.00 15,000.00$ 15,000.00 $ 15,000.00 $ - 15,000.00 $ - 15,000.00 $ -

9.6543.2 LINOLEUM FLOORING - LABOR LS 1.00 25,000.00$ 25,000.00 $ 25,000.00 $ - 25,000.00 $ - 25,000.00 $ -

9.6566.1 RESILIENT ATHLETIC FLOORING - LAYOUT LS 1.00 35,000.00$ 35,000.00 $ 35,000.00 $ - 35,000.00 $ - 35,000.00 $ -

9.6566.2 RESILIENT ATHLETIC FLOORING - MATERIAL LS 1.00 135,000.00$ 135,000.00 $ 135,000.00 $ - 135,000.00 $ - 135,000.00 $ -

9.6566.3 RESILIENT ATHLETIC FLOORING - LABOR LS 1.00 80,000.00$ 80,000.00 $ 80,000.00 $ - 80,000.00 $ - 80,000.00 $ -

9.6813.1 TILE CARPETING - MATERIAL LS 1.00 46,000.00$ 46,000.00 $ 46,000.00 $ - 46,000.00 $ - 46,000.00 $ -

9.6813.2 TILE CARPETING - LABOR LS 1.00 30,000.00$ 30,000.00 $ 30,000.00 $ - 30,000.00 $ - 30,000.00 $ -

9.6816.1 SHEET CARPETING - MATERIAL LS 1.00 20,000.00$ 20,000.00 $ 20,000.00 $ - 20,000.00 $ - 20,000.00 $ -

9.6816.2 SHEET CARPETING - LABOR LS 1.00 30,000.00$ 30,000.00 $ 30,000.00 $ - 30,000.00 $ - 30,000.00 $ -

9.7200.1 WALL COVERINGS - MATERIAL LS 1.00 63,000.00$ 63,000.00 $ 63,000.00 $ - 63,000.00 $ - 63,000.00 $ -

9.7200.2 WALL COVERINGS - LABOR LS 1.00 80,000.00$ 80,000.00 $ 80,000.00 $ - 80,000.00 $ - 80,000.00 $ -

9.9123.1 PAINTING - MATERIAL LS 1.00 45,000.00$ 45,000.00 $ 85% 45,000.00 $ 38,250.00 45,000.00 $ - 85% 45,000.00 $ 38,250.00

9.9123.2 PAINTING - LABOR LS 1.00 65,000.00$ 65,000.00 $ 85% 65,000.00 $ 55,250.00 65,000.00 $ - 85% 65,000.00 $ 55,250.00 Division 10 - Specialties

10.1419 DIMENSIONAL LETTER SIGNAGE LS 1.00 5,000.00$ 5,000.00 $ 5,000.00 $ - 5,000.00 $ - 5,000.00 $ -

10.1423 PANEL SIGNAGE LS 1.00 15,000.00$ 15,000.00 $ 15,000.00 $ - 15,000.00 $ - 15,000.00 $ -

10.2113 METAL TOILET COMPARTMENTS LS 1.00 25,500.00$ 25,500.00 $ 25,500.00 $ - 25,500.00 $ - 25,500.00 $ - WĂŐĞϰŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount

10.2239 FOLDING PANEL PARTITIONS LS 1.00 15,000.00$ 15,000.00 $ 30% 15,000.00 $ 4,500.00 15,000.00 $ - 30% 15,000.00 $ 4,500.00

10.2800 TOILET, BATH, AND LAUNDRY ACCESSORIE LS 1.00 25,000.00$ 25,000.00 $ 25,000.00 $ - 25,000.00 $ - 25,000.00 $ -

10.2600 WALL AND DOOR PROTECTION LS 1.00 7,500.00$ 7,500.00 $ 7,500.00 $ - 7,500.00 $ - 7,500.00 $ -

10.4400.1 FIRE PROTECTION SPECIALTIES - MATERIAL LS 1.00 30,000.00$ 30,000.00 $ 30,000.00 $ - 30,000.00 $ - 30,000.00 $ -

10.4400.2 FIRE PROTECTION SPECIALTIES - LABOR LS 1.00 20,000.00$ 20,000.00 $ 20,000.00 $ - 20,000.00 $ - 20,000.00 $ -

10.5113 METAL LOCKERS LS 1.00 5,000.00$ 5,000.00 $ 5,000.00 $ - 5,000.00 $ - 5,000.00 $ - Division 11 - Equipment

11.4000 FOODSERVICE EQUIPMENT - OWNER FURNISHED LS 1.00 10,000.00$ 10,000.00 $ 10,000.00 $ - 10,000.00 $ - 10,000.00 $ -

11.6623.1 GYMNASIUM EQUIPMENT - MATERIAL LS 1.00 44,000.00$ 44,000.00 $ 80% 44,000.00 $ 35,200.00 44,000.00 $ - 80% 44,000.00 $ 35,200.00

11.6623.2 GYMNASIUM EQUIPMENT - LABOR LS 1.00 30,000.00$ 30,000.00 $ 80% 30,000.00 $ 24,000.00 30,000.00 $ - 80% 30,000.00 $ 24,000.00

11.6833 ATHLETIC COURT AND FIELD EQUIPMENT LS 1.00 7,000.00$ 7,000.00 $ 7,000.00 $ - 7,000.00 $ - 7,000.00 $ - Division 12 - Furnishings

12.2400 ROLLER WINDOW SHADES LS 1.00 10,000.00$ 10,000.00 $ 10,000.00 $ - 10,000.00 $ - 10,000.00 $ -

12.3661 SOLID SURFACING COUNTERTOPS LS 1.00 25,000.00$ 25,000.00 $ 25,000.00 $ - 25,000.00 $ - 25,000.00 $ -

12.4816 ENTRANCE FLOOR GRILLES LS 1.00 8,000.00$ 8,000.00 $ 50% 8,000.00 $ 4,000.00 8,000.00 $ - 50% 8,000.00 $ 4,000.00

12.6600.1 TELESCOPING STANDS - MATERIAL LS 1.00 41,000.00$ 41,000.00 $ 41,000.00 $ - 41,000.00 $ - 41,000.00 $ -

12.6600.2 TELESCOPING STANDS - LABOR LS 1.00 20,000.00$ 20,000.00 $ 20,000.00 $ - 20,000.00 $ - 20,000.00 $ -

12.9200.1 SITE FURNISHINGS - LAYOUT LS 1.00 16,000.00$ 16,000.00 $ 16,000.00 $ - 16,000.00 $ - 16,000.00 $ -

12.9200.2 SITE FURNISHINGS - EMBEDS LS 1.00 30,000.00$ 30,000.00 $ 48% 30,000.00 $ 14,400.00 30,000.00 $ - 48% 30,000.00 $ 14,400.00

12.9200.3 SITE FURNISHINGS - MATERIAL LS 1.00 130,000.00$ 130,000.00 $ 83% 130,000.00 $ 107,900.00 130,000.00 $ - 83% 130,000.00 $ 107,900.00

12.9200.4 SITE FURNISHINGS - LABOR LS 1.00 50,000.00$ 50,000.00 $ 50,000.00 $ - 50,000.00 $ - 50,000.00 $ - Division 21 - Fire Suppression

21.1000.1 FIRE SPRINKLER - Rough in Material LS 1.00 140,000.00$ 140,000.00 $ 100% 140,000.00 $ 140,000.00 140,000.00 $ - 100% 140,000.00 $ 140,000.00

21.1000.2 FIRE SPRINKLER - Fab LS 1.00 50,000.00$ 50,000.00 $ 100% 50,000.00 $ 50,000.00 50,000.00 $ - 100% 50,000.00 $ 50,000.00

21.1000.3 FIRE SPRINKLER - Rough in Labor LS 1.00 195,000.00$ 195,000.00 $ 97% 195,000.00 $ 189,150.00 195,000.00 $ - 97% 195,000.00 $ 189,150.00

21.1000.4 FIRE SPRINKLER - Finish - Drop cut LS 1.00 25,000.00$ 25,000.00 $ 97% 25,000.00 $ 24,250.00 25,000.00 $ - 97% 25,000.00 $ 24,250.00

21.1000.5 FIRE SPRINKLER - Finish - Trim LS 1.00 16,000.00$ 16,000.00 $ 10% 16,000.00 $ 1,600.00 16,000.00 $ - 10% 16,000.00 $ 1,600.00 Division 22 - Plumbing

22.1000.1 PLUMBING - Rough in Material LS 1.00 80,000.00$ 80,000.00 $ 100% 80,000.00 $ 80,000.00 80,000.00 $ - 100% 80,000.00 $ 80,000.00

22.1000.2 PLUMBING - Rough in Labor LS 1.00 210,000.00$ 210,000.00 $ 100% 210,000.00 $ 210,000.00 210,000.00 $ - 100% 210,000.00 $ 210,000.00

22.1000.3 PLUMBING - Fixtures LS 1.00 80,000.00$ 80,000.00 $ 70% 80,000.00 $ 56,000.00 80,000.00 $ - 70% 80,000.00 $ 56,000.00

22.1000.4 PLUMBING - Misc. Finish Material LS 1.00 28,000.00$ 28,000.00 $ 28,000.00 $ - 28,000.00 $ - 28,000.00 $ -

22.1000.5 PLUMBING - Finish Labor LS 1.00 60,000.00$ 60,000.00 $ 10% 60,000.00 $ 6,000.00 60,000.00 $ - 10% 60,000.00 $ 6,000.00 WĂŐĞϱŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount Division 23 - HVAC

23.8000.1 HVAC - Rough in Duct Work - Material LS 1.00 200,000.00$ 200,000.00 $ 95% 200,000.00 $ 190,000.00 200,000.00 $ - 95% 200,000.00 $ 190,000.00

23.8000.2 HVAC - Rough in Duct Work - Labor LS 1.00 300,000.00$ 300,000.00 $ 95% 300,000.00 $ 285,000.00 300,000.00 $ - 95% 300,000.00 $ 285,000.00

23.8000.3 A/C Units - Material LS 1.00 170,000.00$ 170,000.00 $ 75% 170,000.00 $ 127,500.00 170,000.00 $ - 75% 170,000.00 $ 127,500.00

23.8000.4 A/C Units - Installation LS 1.00 15,000.00$ 15,000.00 $ 75% 15,000.00 $ 11,250.00 15,000.00 $ - 75% 15,000.00 $ 11,250.00

23.8000.5 VRFs - Materials LS 1.00 39,000.00$ 39,000.00 $ 100% 39,000.00 $ 39,000.00 39,000.00 $ - 100% 39,000.00 $ 39,000.00

23.8000.6 VRFs - Installation LS 1.00 28,000.00$ 28,000.00 $ 100% 28,000.00 $ 28,000.00 28,000.00 $ - 100% 28,000.00 $ 28,000.00

23.8000.7 Split Systems - Material LS 1.00 45,000.00$ 45,000.00 $ 100% 45,000.00 $ 45,000.00 45,000.00 $ - 100% 45,000.00 $ 45,000.00

23.8000.8 Split Systems - Rough-in and Installation LS 1.00 40,000.00$ 40,000.00 $ 100% 40,000.00 $ 40,000.00 40,000.00 $ - 100% 40,000.00 $ 40,000.00

23.8000.9 Exhaust Fan - Material LS 1.00 15,000.00$ 15,000.00 $ 100% 15,000.00 $ 15,000.00 15,000.00 $ - 100% 15,000.00 $ 15,000.00

23.8000.10 Exhaust Fan - Installation LS 1.00 26,000.00$ 26,000.00 $ 100% 26,000.00 $ 26,000.00 26,000.00 $ - 100% 26,000.00 $ 26,000.00

23.8000.11 Grills LS 1.00 10,000.00$ 10,000.00 $ 90% 10,000.00 $ 9,000.00 10,000.00 $ - 90% 10,000.00 $ 9,000.00 Division 25 - INTEGRATED AUTOMATION

25.0000.1 INTEGRATED AUTOMATION - Rough in Material LS 1.00 60,000.00$ 60,000.00 $ 100% 60,000.00 $ 60,000.00 60,000.00 $ - 100% 60,000.00 $ 60,000.00

25.0000.2 INTEGRATED AUTOMATION - Rough in Labor LS 1.00 110,000.00$ 110,000.00 $ 100% 110,000.00 $ 110,000.00 110,000.00 $ - 100% 110,000.00 $ 110,000.00

25.0000.3 INTEGRATED AUTOMATION - Finish Material LS 1.00 55,000.00$ 55,000.00 $ 85% 55,000.00 $ 46,750.00 55,000.00 $ - 85% 55,000.00 $ 46,750.00

25.0000.4 INTEGRATED AUTOMATION - Finish Labor LS 1.00 75,000.00$ 75,000.00 $ 85% 75,000.00 $ 63,750.00 75,000.00 $ - 85% 75,000.00 $ 63,750.00

25.0000.5 INTEGRATED AUTOMATION - Test & Programming LS 1.00 20,000.00$ 20,000.00 $ 20,000.00 $ - 20,000.00 $ - 20,000.00 $ - Division 26 - Electrical

26.000.1 ELECTRICAL - Rough in Material LS 1.00 180,000.00$ 180,000.00 $ 100% 180,000.00 $ 180,000.00 180,000.00 $ - 100% 180,000.00 $ 180,000.00

26.000.2 ELECTRICAL - Rough in Labor LS 1.00 290,000.00$ 290,000.00 $ 100% 290,000.00 $ 290,000.00 290,000.00 $ - 100% 290,000.00 $ 290,000.00

26.000.3 LIGHT FIXTURE - Rough in Material LS 1.00 60,000.00$ 60,000.00 $ 100% 60,000.00 $ 60,000.00 60,000.00 $ - 100% 60,000.00 $ 60,000.00

26.000.4 LIGHT FIXTURE - Rough in Labor LS 1.00 120,000.00$ 120,000.00 $ 100% 120,000.00 $ 120,000.00 120,000.00 $ - 100% 120,000.00 $ 120,000.00

26.000.5 ELECTRICAL - Finish Material LS 1.00 50,000.00$ 50,000.00 $ 95% 50,000.00 $ 47,500.00 50,000.00 $ - 95% 50,000.00 $ 47,500.00

26.000.6 ELECTRICAL - Finish Labor LS 1.00 84,000.00$ 84,000.00 $ 95% 84,000.00 $ 79,800.00 84,000.00 $ - 95% 84,000.00 $ 79,800.00

26.000.7 LIGHT FIXTURE - Finish Material LS 1.00 70,000.00$ 70,000.00 $ 95% 70,000.00 $ 66,500.00 70,000.00 $ - 95% 70,000.00 $ 66,500.00

26.000.8 LIGHT FIXTURE - Finish Labor LS 1.00 95,000.00$ 95,000.00 $ 95% 95,000.00 $ 90,250.00 95,000.00 $ - 95% 95,000.00 $ 90,250.00 DIVISION 27 — COMMUNICATIONS

27.0000.1 COMMUNICATION - Rough in Material LS 1.00 30,000.00$ 30,000.00 $ 100% 30,000.00 $ 30,000.00 30,000.00 $ - 100% 30,000.00 $ 30,000.00

27.0000.2 COMMUNICATION - Rough in Labor LS 1.00 50,000.00$ 50,000.00 $ 100% 50,000.00 $ 50,000.00 50,000.00 $ - 100% 50,000.00 $ 50,000.00

27.0000.3 COMMUNICATION - Finish Material LS 1.00 15,000.00$ 15,000.00 $ 65% 15,000.00 $ 9,750.00 15,000.00 $ - 65% 15,000.00 $ 9,750.00

27.0000.4 COMMUNICATION - Finish Labor LS 1.00 25,000.00$ 25,000.00 $ 65% 25,000.00 $ 16,250.00 25,000.00 $ - 65% 25,000.00 $ 16,250.00 WĂŐĞϲŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount DIVISION 28 — ELECTRONIC SAFETY AND SECURITY

28.0000.1 FIRE ALARM SYSTEM - Rough in Material LS 1.00 80,000.00$ 80,000.00 $ 100% 80,000.00 $ 80,000.00 80,000.00 $ - 100% 80,000.00 $ 80,000.00

28.0000.2 FIRE ALARM SYSTEM - Rough in Labor LS 1.00 150,000.00$ 150,000.00 $ 100% 150,000.00 $ 150,000.00 150,000.00 $ - 100% 150,000.00 $ 150,000.00

28.0000.3 FIRE ALARM SYSTEM - Finish Material LS 1.00 35,000.00$ 35,000.00 $ 80% 35,000.00 $ 28,000.00 35,000.00 $ - 80% 35,000.00 $ 28,000.00

28.0000.4 FIRE ALARM SYSTEM - Finish Labor LS 1.00 45,000.00$ 45,000.00 $ 80% 45,000.00 $ 36,000.00 45,000.00 $ - 80% 45,000.00 $ 36,000.00

28.0000.5 FIRE ALARM SYSTEM - Test & Programming LS 1.00 10,000.00$ 10,000.00 $ 10,000.00 $ - 10,000.00 $ - 10,000.00 $ - Division 31 - Earthwork

31.2000.1 INITIAL SWEPPP & SITE BMP LS 1.00 25,000.00$ 25,000.00 $ 100% 25,000.00 $ 25,000.00 25,000.00 $ - 100% 25,000.00 $ 25,000.00

31.2000.2 GRADE BUILDING PAD - ROUGH GRADE LS 1.00 90,000.00$ 90,000.00 $ 100% 90,000.00 $ 90,000.00 90,000.00 $ - 100% 90,000.00 $ 90,000.00

31.2000.3 GRADE BUILDING PAD - OVER EXCAVATE LS 1.00 450,000.00$ 450,000.00 $ 100% 450,000.00 $ 450,000.00 450,000.00 $ - 100% 450,000.00 $ 450,000.00

31.2000.4 GRADE BUILDING PAD - COMPACTION LS 1.00 70,000.00$ 70,000.00 $ 100% 70,000.00 $ 70,000.00 70,000.00 $ - 100% 70,000.00 $ 70,000.00

31.2000.5 GRADE BUILDING PAD - FINE GRADE LS 1.00 50,000.00$ 50,000.00 $ 100% 50,000.00 $ 50,000.00 50,000.00 $ - 100% 50,000.00 $ 50,000.00

31.2000.6 GRADE BUILDING PAD - OFFHAUL LS 1.00 50,000.00$ 50,000.00 $ 100% 50,000.00 $ 50,000.00 50,000.00 $ - 100% 50,000.00 $ 50,000.00

31.3213 SOIL TREATMENT "Lime Treatment" LS 1.00 80,000.00$ 80,000.00 $ 100% 80,000.00 $ 80,000.00 80,000.00 $ - 100% 80,000.00 $ 80,000.00 Division 32 - Exterior Improvements

32.1216.1 ASPHALT PAVING - Grading LS 1.00 90,000.00$ 90,000.00 $ 100% 90,000.00 $ 90,000.00 90,000.00 $ - 100% 90,000.00 $ 90,000.00

32.1216.2 ASPHALT PAVING - AB Rock - Material LS 1.00 15,000.00$ 15,000.00 $ 100% 15,000.00 $ 15,000.00 15,000.00 $ - 100% 15,000.00 $ 15,000.00

32.1216.3 ASPHALT PAVING - AB Rock - Labor LS 1.00 25,000.00$ 25,000.00 $ 100% 25,000.00 $ 25,000.00 25,000.00 $ - 100% 25,000.00 $ 25,000.00

32.1216.4 ASPHALT PAVING - Asphalt - Material LS 1.00 20,000.00$ 20,000.00 $ 100% 20,000.00 $ 20,000.00 20,000.00 $ - 100% 20,000.00 $ 20,000.00

32.1216.5 ASPHALT PAVING - Asphalt - Labor LS 1.00 30,000.00$ 30,000.00 $ 100% 30,000.00 $ 30,000.00 30,000.00 $ - 100% 30,000.00 $ 30,000.00

32.1313.1 CONCRETE PAVING - Forming Material LS 1.00 25,000.00$ 25,000.00 $ 80% 25,000.00 $ 20,000.00 25,000.00 $ - 80% 25,000.00 $ 20,000.00

32.1313.2 CONCRETE PAVING - Forming Labor LS 1.00 45,000.00$ 45,000.00 $ 80% 45,000.00 $ 36,000.00 45,000.00 $ - 80% 45,000.00 $ 36,000.00

32.1313.3 CONCRETE PAVING - Curb & Gutter Material LS 1.00 35,000.00$ 35,000.00 $ 100% 35,000.00 $ 35,000.00 35,000.00 $ - 100% 35,000.00 $ 35,000.00

32.1313.4 CONCRETE PAVING - Curb & Gutter Labor LS 1.00 60,000.00$ 60,000.00 $ 100% 60,000.00 $ 60,000.00 60,000.00 $ - 100% 60,000.00 $ 60,000.00

32.1313.5 CONCRETE PAVING - Rebar Material LS 1.00 20,000.00$ 20,000.00 $ 20% 20,000.00 $ 4,000.00 20,000.00 $ - 20% 20,000.00 $ 4,000.00

32.1313.6 CONCRETE PAVING - Rebar Labor LS 1.00 35,000.00$ 35,000.00 $ 20% 35,000.00 $ 7,000.00 35,000.00 $ - 20% 35,000.00 $ 7,000.00

32.1313.7 CONCRETE PAVING - Site Pour Material LS 1.00 60,000.00$ 60,000.00 $ 20% 60,000.00 $ 12,000.00 60,000.00 $ - 20% 60,000.00 $ 12,000.00

32.1313.8 CONCRETE PAVING - Site Pour Labor LS 1.00 105,000.00$ 105,000.00 $ 20% 105,000.00 $ 21,000.00 105,000.00 $ - 20% 105,000.00 $ 21,000.00

32.1723 PAVEMENT MARKINGS LS 1.00 8,000.00$ 8,000.00 $ 8,000.00 $ - 8,000.00 $ - 8,000.00 $ -

32.7700 RECREATIONAL SURFACING LS 1.00 30,000.00$ 30,000.00 $ 30,000.00 $ - 30,000.00 $ - 30,000.00 $ -

32.3119.1 DECORATIVE METAL FENCES - Material LS 1.00 30,000.00$ 30,000.00 $ 30,000.00 $ - 30,000.00 $ - 30,000.00 $ -

32.3119.2 DECORATIVE METAL FENCES - Labor LS 1.00 45,000.00$ 45,000.00 $ 45,000.00 $ - 45,000.00 $ - 45,000.00 $ -

32.8400.1 PLANTING IRRIGATION - LAYOUT LS 1.00 5,000.00$ 5,000.00 $ 90% 5,000.00 $ 4,500.00 5,000.00 $ - 90% 5,000.00 $ 4,500.00

32.8400.2 PLANTING IRRIGATION - TRENCHING LS 1.00 15,000.00$ 15,000.00 $ 60% 15,000.00 $ 9,000.00 15,000.00 $ - 60% 15,000.00 $ 9,000.00

32.8400.3 PLANTING IRRIGATION - MATERIAL LS 1.00 45,000.00$ 45,000.00 $ 60% 45,000.00 $ 27,000.00 45,000.00 $ - 60% 45,000.00 $ 27,000.00

32.8400.4 PLANTING IRRIGATION - LABOR LS 1.00 30,000.00$ 30,000.00 $ 60% 30,000.00 $ 18,000.00 30,000.00 $ - 60% 30,000.00 $ 18,000.00

32.9113 SOIL PREPARATION LS 1.00 40,000.00$ 40,000.00 $ 40,000.00 $ - 40,000.00 $ - 40,000.00 $ - WĂŐĞϳŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount

32.9200 TURF AND GRASSES LS 1.00 38,500.00$ 38,500.00 $ 38,500.00 $ - 38,500.00 $ - 38,500.00 $ -

32.9222 HYDROSEEDING LS 1.00 47,000.00$ 47,000.00 $ 47,000.00 $ - 47,000.00 $ - 47,000.00 $ -

32.9300.1 PLANTING - MATERIAL LS 1.00 40,000.00$ 40,000.00 $ 40,000.00 $ - 40,000.00 $ - 40,000.00 $ -

32.9300.2 PLANTING - LABOR LS 1.00 30,000.00$ 30,000.00 $ 30,000.00 $ - 30,000.00 $ - 30,000.00 $ -

32.9800 LANDSCAPE MAINTENANCE LS 1.00 7,500.00$ 7,500.00 $ 7,500.00 $ - 7,500.00 $ - 7,500.00 $ - Division 33 - Utilities

33.0000.1 WET UTILITIES - STORM DRAIN - TRENCHING LS 1.00 35,000.00$ 35,000.00 $ 97% 35,000.00 $ 33,950.00 35,000.00 $ - 97% 35,000.00 $ 33,950.00

33.0000.2 WET UTILITIES - STORM DRAIN - MATERIAL LS 1.00 35,000.00$ 35,000.00 $ 97% 35,000.00 $ 33,950.00 35,000.00 $ - 97% 35,000.00 $ 33,950.00

33.0000.3 WET UTILITIES - STORM DRAIN - LABOR LS 1.00 60,000.00$ 60,000.00 $ 90% 60,000.00 $ 54,000.00 60,000.00 $ - 90% 60,000.00 $ 54,000.00

33.0000.4 WET UTILITIES - SANITARY SEWER - TRENCHING LS 1.00 40,000.00$ 40,000.00 $ 100% 40,000.00 $ 40,000.00 40,000.00 $ - 100% 40,000.00 $ 40,000.00

33.0000.5 WET UTILITIES - SANITARY SEWER - MATERIAL LS 1.00 40,000.00$ 40,000.00 $ 100% 40,000.00 $ 40,000.00 40,000.00 $ - 100% 40,000.00 $ 40,000.00

33.0000.6 WET UTILITIES - SANITARY SEWER - LABOR LS 1.00 60,000.00$ 60,000.00 $ 100% 60,000.00 $ 60,000.00 60,000.00 $ - 100% 60,000.00 $ 60,000.00

33.0000.7 WET UTILITIES - DOMESTIC WATER - TRENCHING LS 1.00 15,000.00$ 15,000.00 $ 100% 15,000.00 $ 15,000.00 15,000.00 $ - 100% 15,000.00 $ 15,000.00

33.0000.8 WET UTILITIES - DOMESTIC WATER - MATERIAL LS 1.00 20,000.00$ 20,000.00 $ 100% 20,000.00 $ 20,000.00 20,000.00 $ - 100% 20,000.00 $ 20,000.00

33.0000.9 WET UTILITIES - DOMESTIC WATER - LABOR LS 1.00 40,000.00$ 40,000.00 $ 100% 40,000.00 $ 40,000.00 40,000.00 $ - 100% 40,000.00 $ 40,000.00

33.0000.10 WET UTILITIES - FIRE WATER - TRENCHING LS 1.00 15,000.00$ 15,000.00 $ 95% 15,000.00 $ 14,250.00 15,000.00 $ - 95% 15,000.00 $ 14,250.00

33.0000.11 WET UTILITIES - FIRE WATER - MATERIAL LS 1.00 35,000.00$ 35,000.00 $ 95% 35,000.00 $ 33,250.00 35,000.00 $ - 95% 35,000.00 $ 33,250.00

33.0000.12 WET UTILITIES - FIRE WATER - LABOR LS 1.00 45,000.00$ 45,000.00 $ 95% 45,000.00 $ 42,750.00 45,000.00 $ - 95% 45,000.00 $ 42,750.00

33.0000.13 WET UTILITIES - IRRIGATION WATER- TRENCHING LS 1.00 15,000.00$ 15,000.00 $ 95% 15,000.00 $ 14,250.00 15,000.00 $ - 95% 15,000.00 $ 14,250.00

33.0000.14 WET UTILITIES - IRRIGATION WATER- MATERIAL LS 1.00 25,000.00$ 25,000.00 $ 95% 25,000.00 $ 23,750.00 25,000.00 $ - 95% 25,000.00 $ 23,750.00

33.0000.15 WET UTILITIES - IRRIGATION WATER- LABOR LS 1.00 40,000.00$ 40,000.00 $ 95% 40,000.00 $ 38,000.00 40,000.00 $ - 95% 40,000.00 $ 38,000.00

33.0000.16 WET UTILITIES - CURB DRAIN LS 1.00 2,000.00$ 2,000.00 $ 2,000.00 $ - 2,000.00 $ - 2,000.00 $ -

33.1000.1 DRY UTILITIES - ELECTRICAL - TRENCHING LS 1.00 25,000.00$ 25,000.00 $ 100% 25,000.00 $ 25,000.00 25,000.00 $ - 100% 25,000.00 $ 25,000.00

33.1000.2 DRY UTILITIES - ELECTRICAL - LABOR LS 1.00 35,000.00$ 35,000.00 $ 100% 35,000.00 $ 35,000.00 35,000.00 $ - 100% 35,000.00 $ 35,000.00

33.1000.3 DRY UTILITIES - ELECTRICAL - MATERIAL LS 1.00 40,000.00$ 40,000.00 $ 100% 40,000.00 $ 40,000.00 40,000.00 $ - 100% 40,000.00 $ 40,000.00

33.1000.4 DRY UTILITIES - GAS - TRENCHING LS 1.00 15,000.00$ 15,000.00 $ 100% 15,000.00 $ 15,000.00 15,000.00 $ - 100% 15,000.00 $ 15,000.00

33.1000.5 DRY UTILITIES - GAS - MATERIAL LS 1.00 30,000.00$ 30,000.00 $ 100% 30,000.00 $ 30,000.00 30,000.00 $ - 100% 30,000.00 $ 30,000.00

33.1000.6 DRY UTILITIES - GAS - LABOR LS 1.00 45,000.00$ 45,000.00 $ 100% 45,000.00 $ 45,000.00 45,000.00 $ - 100% 45,000.00 $ 45,000.00 Item Subtotal 14,450,556.00 11,590,550.00 - 11,590,550.00 CCO
1 Change Order#1
CCO1.1 PCO1: Weld Type for Column Flange Connections LS 1.00 2,735.64$ 2,735.64 $ 100% 2,735.64 $ 2,735.64 2,735.64 $ - 100% 2,735.64 $ 2,735.64 CCO1.2 PCO3: Weld Type for Main Entrance Assembly LS 1.00 1,193.40$ 1,193.40 $ 100% 1,193.40 $ 1,193.40 1,193.40 $ - 100% 1,193.40 $ 1,193.40 CCO1.3 PCO7: Re-route Plumbing Pipe LS 1.00 3,694.12$ 3,694.12 $ 100% 3,694.12 $ 3,694.12 3,694.12 $ - 100% 3,694.12 $ 3,694.12 CCO1.4 PCO8: Added Rebar Reinforcing LS 1.00 4,808.13$ 4,808.13 $ 100% 4,808.13 $ 4,808.13 4,808.13 $ - 100% 4,808.13 $ 4,808.13 CCO1.5 PCO11.2: Added Manifold Systems LS 1.00 47,137.72$ 47,137.72 $ 100% 47,137.72 $ 47,137.72 47,137.72 $ - 100% 47,137.72 $ 47,137.72 WĂŐĞϴŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount CCO1.6 PCO13: Backsplash and Bookshelf Additions LS 1.00 3,985.20$ 3,985.20 $ 3,985.20 $ - 3,985.20 $ - 3,985.20 $ - CCO1.7 PCO17r1: Lighting Revisions LS 1.00 21,871.08$ 21,871.08 $ 15% 21,871.08 $ 3,280.66 21,871.08 $ - 15% 21,871.08 $ 3,280.66 CCO1.8 PCO18: Changes to Parking Lot Lighting and
Landscaping
LS 1.00 (4,170.96)$ (4,170.96) $ 15% (4,170.96) $ (625.64) (4,170.96) $ - 15% (4,170.96) $ (625.64) CCO1.9 PCO21r3: Furnish and Install Red Slurry at PGE
Electrical Main Line
LS 1.00 5,172.00$ 5,172.00 $ 100% 5,172.00 $ 5,172.00 5,172.00 $ - 100% 5,172.00 $ 5,172.00 2 Change Order#2
CCO2.1 PCO16r1: Revisions to HVAC System LS 1.00 13,190.04$ 13,190.04 $ 100% 13,190.00 $ 13,190.00 13,190.00 $ - 100% 13,190.00 $ 13,190.00 CCO2.2 PCO19r1: Added Roof Deck Reinforcing LS 1.00 2,949.48$ 2,949.48 $ 100% 2,949.48 $ 2,949.48 2,949.48 $ - 100% 2,949.48 $ 2,949.48 CCO2.3 PCO24r2: Under Slab Vapor Barrier Installation LS 1.00 24,599.99$ 24,599.99 $ 100% 24,599.99 $ 24,599.99 24,599.99 $ - 100% 24,599.99 $ 24,599.99 CCO2.4 PCO25r4: Trench Shoring for Manifold Water Connection LS 1.00 4,907.79$ 4,907.79 $ 100% 4,907.79 $ 4,907.79 4,907.79 $ - 100% 4,907.79 $ 4,907.79 CCO2.5 PCO28: Changes to IT Equipment LS 1.00 (943.72)$ (943.72) $ (943.72) $ - (943.72) $ - (943.72) $ - CCO2.6 PCO29r1 & 31r1: 21 Day Failed Concrete Pour Delay LS 1.00 - $ - $ 100% - $ - - $ - 100% - $ - CCO2.7 PCO30r1: Radius Earthwork COVID-19 Delay LS 1.00 - $ - $ 100% - $ - - $ - 100% - $ - CCO2.8 PCO36: Shifting Storage Room Doors in Gymnasium LS 1.00 2,037.00$ 2,037.00 $ 100% 2,037.00 $ 2,037.00 2,037.00 $ - 100% 2,037.00 $ 2,037.00 CCO2.9 PCO37: Connect Roof Drain Lines to Underground Drainage Area LS 1.00 7,539.63$ 7,539.63 $ 100% 7,539.63 $ 7,539.63 7,539.63 $ - 100% 7,539.63 $ 7,539.63 CCO2.10 PCO38: Changes to Exterior Lighting LS 1.00 (12,971.00)$ (12,971.00) $ (12,971.00) $ - (12,971.00) $ - (12,971.00) $ - CCO2.11 PCO45: Soil Compaction Data Delay LS 1.00 - $ - $ 100% - $ - - $ - 100% - $ - 3 Change Order#3
CCO3.1 PCO12r2.3: Concrete Footings for Outdoor Fitness Equipment LS 1.00 47,495.00$ 47,495.00 $ 47,495.00 $ - 47,495.00 $ - 47,495.00 $ - CCO3.2 PCO12r2.5: Children’s Room Casework & Fitness Room Mirror LS 1.00 5,908.13$ 5,908.13 $ 5,908.13 $ - 5,908.13 $ - 5,908.13 $ - CCO3.3 PCO46r3: Addition of Mineral Wool Insulation & Rain Wall L Sheet Metal Paintin LS 1.00 7,081.22$ 7,081.22 $ 100% 7,081.22 $ 7,081.22 7,081.22 $ - 100% 7,081.22 $ 7,081.22 CCO3.4 PCO51r1: Added Parapet Framing LS 1.00 8,361.02$ 8,361.02 $ 100% 8,361.02 $ 8,361.02 8,361.02 $ - 100% 8,361.02 $ 8,361.02 4 Change Order#4
CCO4.1 PCO7: Re-route Plumbing Pipe (Time extension only ) LS 1.00 - $ - $ 100% - $ - - $ - 100% - $ - CCO4.2 PCO8: Added Rebar Reinforcing (Time extension only) LS 1.00 - $ - $ 100% - $ - - $ - 100% - $ - CCO4.3 PCO23r2.1-r2: Exterior Shade Structures LS 1.00 67,901.25$ 67,901.25 $ 67,901.25 $ - 67,901.25 $ - 67,901.25 $ - CCO4.4 PCO66: Heat Pump Isolator LS 1.00 7,315.38$ 7,315.38 $ 100% 7,315.38 $ 7,315.38 7,315.38 $ - 100% 7,315.38 $ 7,315.38 CCO4.5 PCO47r3: Assistive Listening System and Signage LS 1.00 15,706.47$ 15,706.47 $ 30% 15,706.47 $ 4,711.94 15,706.47 $ - 30% 15,706.47 $ 4,711.94 CCO4.6 PCO49: Black Tape Installation LS 1.00 43,875.02$ 43,875.02 $ 70% 43,875.02 $ 30,712.51 43,875.02 $ - 70% 43,875.02 $ 30,712.51 CCO4.7 PCO53: Remobilization Fee LS 1.00 6,944.00$ 6,944.00 $ 100% 6,944.00 $ 6,944.00 6,944.00 $ - 100% 6,944.00 $ 6,944.00 CCO4.8 PCO73: Anti-Graffiti Coating for Bike Lockers LS 1.00 1,511.10$ 1,511.10 $ 1,511.10 $ - 1,511.10 $ - 1,511.10 $ - CCO4.9 PCO74r1: Marquee Sign LS 1.00 65,201.54$ 65,201.54 $ 10% 65,201.54 $ 6,520.15 65,201.54 $ - 10% 65,201.54 $ 6,520.15 Adjusted contract amount 14,855,591.67$
WĂŐĞϵŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount Approved PCOs
P1.1 PCO- 23r2.2-r2: Exterior basketball court extension per CCD 04 LS 1.00 92,509.68$ 92,509.68 $ 92,509.68 $ - 92,509.68 $ - 92,509.68 $ - P1.2 PCO-55r2: Added self adhered flashing strip over sheet metal with Vaprobond LS 1.00 12,863.39$ 12,863.39 $ 12,863.39 $ - 12,863.39 $ - 12,863.39 $ - P1.3 PCO-63r1: Interior framing material upgrades only for walls and headers LS 1.00 13,927.55$ 13,927.55 $ 13,927.55 $ - 13,927.55 $ - 13,927.55 $ - P1.4 PCO-71.1: Per CCD 15 backing for added wall mounted tv LS 1.00 1,945.49$ 1,945.49 $ 1,964.94 $ - 1,964.94 $ - 1,964.94 $ - P1.5 PCO-78: Assembly and installation of TRX Workout Equipment LS 1.00 10,749.42$ 10,749.42 $ 10,749.42 $ - 10,749.42 $ - 10,749.42 $ - P1.6 PCO-94: Replace panel installed breakers for approved water heater LS 1.00 1,828.44$ 1,828.44 $ 1,828.44 $ - 1,828.44 $ - 1,828.44 $ - P1.7 PCO-96: Monument signage’s foundation structure LS 1.00 6,677.59$ 6,677.59 $ 6,677.59 $ - 6,677.59 $ - 6,677.59 $ - P1.8 PCO-99: Install operable window contact switches LS 1.00 3,637.80$ 3,637.80 $ 3,637.80 $ - 3,637.80 $ - 3,637.80 $ - P1.9 PCO-101: Add “bugeye” emergency egress lighting in Room 104 LS 1.00 1,890.88$ 1,890.88 $ 1,890.88 $ - 1,890.88 $ - 1,890.88 $ - P1.10 PCO- 012-R2.2: Added cost in sheet C2.0 in CCD001 LS 1.00 18,282.70$ 18,282.70 $ 18,282.70 $ - 18,282.70 $ - 18,282.70 $ - P1.11 PCO- 012R2.4: Added cost in sheets C4.0, AS401, LS101, LS701, LI101, LI102 LS 1.00 31,740.00$ 31,740.00 $ 31,740.00 $ - 31,740.00 $ - 31,740.00 $ - P1.12 PCO- 012-R2.6: Added cost in sheets A151A, A603 in CCD001 LS 1.00 9,271.88$ 9,271.88 $ 9,271.88 $ - 9,271.88 $ - 9,271.88 $ - P1.13 PCO-15- Additional work per CCD006 LS 1.00 5,792.55$ 5,792.55 $ 5,792.55 $ - 5,792.55 $ - 5,792.55 $ - P1.14 PCO-022: Lithocrete Thin-Tech Price LS 1.00 45,959.40$ 45,959.40 $ 45,959.40 $ - 45,959.40 $ - 45,959.40 $ - P1.15 PCO- 027-R1: Additional work due to CCD#011 LS 1.00 9,157.59$ 9,157.59 $ 9,157.59 $ - 9,157.59 $ - 9,157.59 $ - P1.16 PCO- 32: Added flex conduit to expansion joints per RFI#192, 187 LS 1.00 6,337.44$ 6,337.44 $ 6,337.44 $ - 6,337.44 $ - 6,337.44 $ - P1.17 PCO-33:Added damp condition to H30 lights under canopy LS 1.00 477.36$ 477.36 $ 477.36 $ - 477.36 $ - 477.36 $ - P1.18 PCO- 035-R1: Added Bracing per RFI#204 LS 1.00 11,856.47$ 11,856.47 $ 11,856.47 $ - 11,856.47 $ - 11,856.47 $ - P1.19 PCO- 040-R1: Added cost to install weather barrier in expansion joint per RFI 18 LS 1.00 10,271.64$ 10,271.64 $ 10,271.64 $ - 10,271.64 $ - 10,271.64 $ - P1.20 PCO-054: Design change per RFI 152 LS 1.00 3,703.32$ 3,703.32 $ 3,703.32 $ - 3,703.32 $ - 3,703.32 $ - P1.21 PCO-059: Changes to Soffit per RFI#281 LS 1.00 9,844.89$ 9,844.89 $ 9,844.89 $ - 9,844.89 $ - 9,844.89 $ - P1.22 PCO-064: Added cost to cut the beam flange per RFI297.1 LS 1.00 1,546.90$ 1,546.90 $ 1,546.90 $ - 1,546.90 $ - 1,546.90 $ - P1.23 PCO-065: Added cost due to RFI299 to adjust window opening LS 1.00 6,710.11$ 6,710.11 $ 6,710.11 $ - 6,710.11 $ - 6,710.11 $ - P1.24 PCO-70 - added cost per RFI#301 7 301.1 response. LS 1.00 5,282.28$ 5,282.28 $ 5,282.28 $ - 5,282.28 $ - 5,282.28 $ - P1.25 PCO- 077-R1: Added hand dryers in submittal _AN sub 161_ 102800-001-0. LS 1.00 2,283.23$ 2,283.23 $ 2,283.23 $ - 2,283.23 $ - 2,283.23 $ - P1.26 PCO-080: Added cost to Install power for the fan in room 107 per RFI#357 LS 1.00 2,813.70$ 2,813.70 $ 2,813.70 $ - 2,813.70 $ - 2,813.70 $ - P1.27 PCO- 081-R1: Added cost to the scope of work per CCD#17 LS 1.00 16,694.35$ 16,694.35 $ 16,694.35 $ - 16,694.35 $ - 16,694.35 $ - P1.28 PCO-082: Added cost to per CCD#18 (Roof drain & Electrical Only) LS 1.00 21,744.26$ 21,744.26 $ 21,744.26 $ - 21,744.26 $ - 21,744.26 $ - P1.29 PCO-083: Added acoustical wall panel per submittal AN sub-220.2- 092216- 003 LS 1.00 785.16$ 785.16 $ 785.16 $ - 785.16 $ - 785.16 $ - P1.30 PCO-084: Added Roppe#37 per RFI#345 LS 1.00 762.09$ 762.09 $ 762.09 $ - 762.09 $ - 762.09 $ - P1.31 PCO-085: Added cost per RFI#349 LS 1.00 9,654.02$ 9,654.02 $ 9,654.02 $ - 9,654.02 $ - 9,654.02 $ - P1.32 PCO-086: Added cost for installing soffit per CCD#19 LS 1.00 5,626.57$ 5,626.57 $ 5,626.57 $ - 5,626.57 $ - 5,626.57 $ - P1.33 PCO-090: Added flow meter per RFI 270Series LS 1.00 23,854.44$ 23,854.44 $ 23,854.44 $ - 23,854.44 $ - 23,854.44 $ - P1.34 PCO- 091-R1: Provide power to sprinkler bell Per RFI385 LS 1.00 4,102.12$ 4,102.12 $ 4,102.12 $ - 4,102.12 $ - 4,102.12 $ - WĂŐĞϭϬŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount P1.35 PCO-093: Changes to the Artwork at gate G100 in CCD#18 LS 1.00 11,056.38$ 11,056.38 $ 11,056.38 $ - 11,056.38 $ - 11,056.38 $ - P1.36 PCO-097: Added cost to install smart gas and water meter LS 1.00 13,505.01$ 13,505.01 $ 13,505.01 $ - 13,505.01 $ - 13,505.01 $ - P1.37 PCO-100: Added cost Per RFI#388 LS 1.00 12,733.58$ 12,733.58 $ 12,733.58 $ - 12,733.58 $ - 12,733.58 $ - P1.38 PCO-103: Added cost Per CCD#15, Seal the hole LS 1.00 2,900.13$ 2,900.13 $ 2,900.13 $ - 2,900.13 $ - 2,900.13 $ - P1.39 PCO-042-R1- Added cost for Mechanical equipment & opening support Per RFI LS 1.00 60,208.92$ 60,208.92 $ 60,208.92 $ - 60,208.92 $ - 60,208.92 $ - P1.40 PCO-044-R1 - Changes to contract drawing for Lithocrete scope of work per CC LS 1.00 3,043.44$ 3,043.44 $ 3,043.44 $ - 3,043.44 $ - 3,043.44 $ - P1.41 PCO-052 - Change framing of restroom A per RFI266.2 LS 1.00 1,969.06$ 1,969.06 $ 1,969.06 $ - 1,969.06 $ - 1,969.06 $ - P1.42 PCO-060 - Added cost by RFI#193 LS 1.00 6,162.36$ 6,162.36 $ 6,162.36 $ - 6,162.36 $ - 6,162.36 $ - P1.43 PCO-061-R1 - Additional cost of changes to header of window A17, door 113C a LS 1.00 3,871.39$ 3,871.39 $ 3,871.39 $ - 3,871.39 $ - 3,871.39 $ - P1.44 PCO-062 - Added interior framing design LS 1.00 15,408.67$ 15,408.67 $ 15,408.67 $ - 15,408.67 $ - 15,408.67 $ - P1.45 PCO-067 - Added cost to install insulation in fiberglass sandwich panel voids per LS 1.00 4,361.90$ 4,361.90 $ 4,361.90 $ - 4,361.90 $ - 4,361.90 $ - P1.46 PCO-069 - To add access doors and recess the fan coil per RFI 307 LS 1.00 5,907.03$ 5,907.03 $ 5,907.03 $ - 5,907.03 $ - 5,907.03 $ - P1.47 PCO-072 - Added cost due to RFI 327 response LS 1.00 972.00$ 972.00 $ 972.00 $ - 972.00 $ - 972.00 $ - P1.48 PCO-076 - Added insulation around curtain walls and doors LS 1.00 7,070.58$ 7,070.58 $ 7,070.58 $ - 7,070.58 $ - 7,070.58 $ - P1.49 PCO-079 - Added cost to extend walls per RFI 303 & 303.1 LS 1.00 5,422.08$ 5,422.08 $ 5,422.08 $ - 5,422.08 $ - 5,422.08 $ - P1.50 PCO-087 - Added cost per RFI#369 LS 1.00 7,633.67$ 7,633.67 $ 7,633.67 $ - 7,633.67 $ - 7,633.67 $ - P1.51 PCO-088 - Added cost per RFI#374 for added reinforcement LS 1.00 21,602.75$ 21,602.75 $ 21,602.75 $ - 21,602.75 $ - 21,602.75 $ - P1.52 PCO-095 - Added cost Per RFI#393 LS 1.00 5,566.83$ 5,566.83 $ 5,566.83 $ - 5,566.83 $ - 5,566.83 $ - P1.53 PCO-098 - Added cost split electrical panel P2 to 2 sections in CCD#21 gas and LS 1.00 5,743.63$ 5,743.63 $ 5,743.63 $ - 5,743.63 $ - 5,743.63 $ - P1.54 PCO-102 - Added cost Per CCD#20 LS 1.00 73,564.02$ 73,564.02 $ 73,564.02 $ - 73,564.02 $ - 73,564.02 $ - Res1.1 Additional work - Remobilization LS 1.00 980,000.00$ 980,000.00 $ 980,000.00 $ - 980,000.00 $ - 980,000.00 $ - Res1.2 Additional Work - General Condition LS 1.00 550,000.00$ 550,000.00 $ 550,000.00 $ - 550,000.00 $ - 550,000.00 $ - Res1.3 Additional Work - Demobilization LS 1.00 10,000.00$ 10,000.00 $ 10,000.00 $ - 10,000.00 $ - 10,000.00 $ - Res1.4 Additional Work - Rework LS 1.00 310,000.00$ 310,000.00 $ 310,000.00 $ - 310,000.00 $ - 310,000.00 $ - Res1.5 Concrete and waterproofing fix LS 1.00 78,000.00$ 78,000.00 $ 78,000.00 $ - 78,000.00 $ - 78,000.00 $ - Concrete Slab
Waterproofing at sheet metal around glazing
Glazing ADA access
Fire Damages
Res1.6 Interior LS 1.00 500,000.00$ 500,000.00 $ 500,000.00 $ - 500,000.00 $ - 500,000.00 $ - Remove finishes as it is necessary
WĂŐĞϭϭŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount Remove ducts and registers
Remove fan coils
Remove light fixtures and devices as it is necessary
Remove damaged plumbing fixture
Remove roofing
Vacuum areas effected by smoke
Encapsulate areas effected by smoke
Cleanup and hauling of debris
Res1.7 Inspection and investigation of structure
LS 1.00 50,000.00$ 50,000.00 $ 50,000.00 $ - 50,000.00 $ - 50,000.00 $ - Res1.8 Structure repair LS 1.00 250,000.00$ 250,000.00 $ 250,000.00 $ - 250,000.00 $ - 250,000.00 $ - Res1.9 Steel deck repair LS 1.00 100,000.00$ 100,000.00 $ 100,000.00 $ - 100,000.00 $ - 100,000.00 $ - Res1.10 Framing repair LS 1.00 200,000.00$ 200,000.00 $ 200,000.00 $ - 200,000.00 $ - 200,000.00 $ - Res1.11 New roof LS 1.00 200,000.00$ 200,000.00 $ 200,000.00 $ - 200,000.00 $ - 200,000.00 $ - Res1.12 Electrical LS 1.00 1,200,000.00$ 1,200,000.00 $ 1,200,000.00 $ - 1,200,000.00 $ - 1,200,000.00 $ - Res1.13 Mechanical LS 1.00 1,200,000.00$ 1,200,000.00 $ 1,200,000.00 $ - 1,200,000.00 $ - 1,200,000.00 $ - Res1.14 Plumbing LS 1.00 150,000.00$ 150,000.00 $ 150,000.00 $ - 150,000.00 $ - 150,000.00 $ - Res1.15 Glazing LS 1.00 250,000.00$ 250,000.00 $ 250,000.00 $ - 250,000.00 $ - 250,000.00 $ - Res1.16 New gypboard LS 1.00 450,000.00$ 450,000.00 $ 450,000.00 $ - 450,000.00 $ - 450,000.00 $ - Res1.17 Replace damaged tiles LS 1.00 50,000.00$ 50,000.00 $ 50,000.00 $ - 50,000.00 $ - 50,000.00 $ - Res1.18 New insulation as it is necessary LS 1.00 180,000.00$ 180,000.00 $ 180,000.00 $ - 180,000.00 $ - 180,000.00 $ - Res1.19 New acoustical and wood panel as it is necessary LS 1.00 350,000.00$ 350,000.00 $ 350,000.00 $ - 350,000.00 $ - 350,000.00 $ - Res1.20 New fire sprinkler heads as it is necessary LS 1.00 200,000.00$ 200,000.00 $ 200,000.00 $ - 200,000.00 $ - 200,000.00 $ - Res1.21 New Paint LS 1.00 120,000.00$ 120,000.00 $ 120,000.00 $ - 120,000.00 $ - 120,000.00 $ - Res1.22 Exterior LS 1.00 80,000.00$ 80,000.00 $ 80,000.00 $ - 80,000.00 $ - 80,000.00 $ - Remove cement panels to observe waterproofing
Repair waterproofing as necessary
Re-install cement panels
Replace damaged cement panels
Res1.23 PVs, Inspect and repair as it is necessary LS 1.00 80,000.00$ 80,000.00 $ 80,000.00 $ - 80,000.00 $ - 80,000.00 $ - Res1.24 Miscellaneous and Contingency LS 1.00 550,000.00$ 550,000.00 $ 550,000.00 $ - 550,000.00 $ - 550,000.00 $ - Res1.25 Supervision LS 1.00 300,000.00$ 300,000.00 $ 300,000.00 $ - 300,000.00 $ - 300,000.00 $ - Res1.26 Overhead LS 1.00 500,000.00$ 500,000.00 $ 500,000.00 $ - 500,000.00 $ - 500,000.00 $ - Total 6,960,000.00$
Res1.27 Builders risk insurance 1.00 150,000.00$ 150,000.00 $ 150,000.00 $ - 150,000.00 $ - 150,000.00 $ CCO Subtotal 10,122,323.81 194,266.15 - 194,266.15 Grand Total 24,572,879.81 11,784,816.15 - 11,784,816.15 WĂŐĞϭϮŽĨϭϯ
EXHIBIT 1
Billing Summary
Cost to Date
Attachment B-3
(Add lines as necessary for multiple appropriation codes) Item Description
Participating
(Y/N) Units
Estimated
Quantity
Contract
Price
Total
Authorized
Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Qty or % Unit Price Amount Federal Project Number:

NE Stockton Library & Community Center
Federal Appropriation Codes:

Bid Amount Previous Paid Amount Invoice Amount Total Amount Original Contract Amount:

Contractor Signature: Contract Changes:

Print Name & Date: Revised Contract Amount:

Previous Work Completed:

Previous Retention Amount:

Project Manager /Engineer: Previous Net Billed:

Work Completed to Date:

Retention amount:

Net Billed To Date:

Work Completed this Estimate
Retention this Estimate:

Amount due to Contractor this Invoice REVISED 9/27/21
14,450,556.00$
10,122,323.81$
24,572,879.81$
11,784,816.15$
589,240.81$
-$
-$
11,195,575.34$
11,784,816.15$
589,240.81$
11,195,575.34$
-$
WĂŐĞϭϯŽĨϭϯ
EXHIBIT 1
CITY OF STOCKTON Page 20 of 21
4858-6072-7779 v12

EXHIBIT I

Subcontractors

EXHIBIT 1
CITY OF STOCKTON Page 21 of 21
4858-6072-7779 v12
EXHIBIT I - Subcontractors

Returning Subcontractors

• North Star
• T.B. Penick
• River City Millwork
• Miller Paneling Specialties
• Sullivan Construction Inc
• Peak General Contractors
• Cemco Acoustical
• Harold W Thompson
• Valdez Painting Inc
• SJP Signs
• Golden Rule Signs
• Stumbaugh and Accociates, Inc
• Partition Specialties, Inc
• US Shade
• California Facility Specialties
• Peninsulators
• B. T. Mancini, Inc
• ABE Builders
• ABE FP
• Pinasco Mechanical Contractor
• L&H Airco
• Collins Electrical Company
• Radius Earthwork
• Centerline
• FlexGround Surface Inc
• Stockton Fence & Material
• Decker Landscaping
• R&S Doors

Patriot presently anticipates that the following subcontractors will not participate in the resumption and completion and will seek permission in accord with the Contract:

• Best Contracting Services
• DC Tile Inc
• ECO HVAC
• BAF Specialty
• Weldway Steel Fab
EXHIBIT 1

City Council and Concurrent AuthoritiesNovember 12, 2024

City Council and Concurrent Authorities
November 12, 2024