ESBD_File_341486_RFP_24-002_Addendum_-_2_UTMB_MEP_Mitigation[2].pdf

RFP No 24-002 Addendum No. 2 Request for Proposal Page 1 of 7

REQUEST FOR PROPOSAL

The University of Texas Medical Branch at Galveston

JOHN SEALY HOSPITAL AND EMERGENCY ROOM

BUILDING MEP MITIGATION

RFP No.: 24-002

ADDENDUM NO. 2

Prepared By:

Akan Hanson, Sr. Acquisition Specialist

Purchasing, Capital Construction The University of Texas Medical Branch at Galveston

Galveston, TX 77555 409.772.8706 aehanson@utmb.edu

Issue Date: November 6, 2023

RFP No 24-002 Addendum No. 2 Request for Proposal Page 2 of 7

REQUEST FOR PROPOSAL

The University of Texas Medical Branch at Galveston

JOHN SEALY HOSPITAL AND EMERGENCY ROOM BUILDING MEP MITIGATION

RFP No.: 24-002

ADDENDUM NO. 2

This Addendum No. 2 hereby forms and is made a part of the Request for Proposal for the John Sealy Hospital and Emergency Room Building MEP Mitigation project. The following shall be incorporated into the specifications and/or terms and conditions of RFP No. 24-002. This Addendum is issued to provide the following clarifications.

1. Project Schedule

2. HUD Section 3 - Updates to the Requirements

3. Early Procurement Electrical Components Lead Time

4. Responses to RFP Questions

5. Architect’s Addendum 3 for M64 - Drawing and Specifications

6. Architect's Addendum 3 for M90 - Drawing and Specifications

1. Project Schedule:

Deadline for Questions: November 13 Addendum Posted by November 17 Proposal Submittal Deadline: November 28 HUB Submittal Deadline: November 29 Vendor Presentations (if needed): December 14 Vendor Negotiations December 20 Estimated Award Date January 8

2. HUD SECTION 3

1. HUD Section 3: The Section 3 program requires that recipients of certain HUD financial assistance, to the greatest extent possible, provide training, employment, contracting and other economic opportunities to low- and very low-income persons, especially recipients of government assistance for housing, and to businesses that provide economic opportunities to low- and very low-income persons.

2. Even though HUD decommissioned the business opportunity portal, the Contractors and subcontractors shall make a good faith effort to meet the benchmark goals. There are numerous other ways to advertise opportunities or find workers, for example:

a. Any job openings related to construction projects that are posted by the contractors on the WorkInTexas.com website. Section 3 Residents interested in employment opportunities can register as a job seeker with WorkInTexas.com https://www.workintexas.com/vosnet/Default.aspx

b. The City of Houston Housing and Community Development website has a good Section 3 source https://houstontx.gov/housing/section3.html

c. Website of locations of Section 3 workers where contractors and hire these individuals to work on the project https://www.arcgis.com/apps/dashboards/4944a857834d44ba80c8bfab37cbe6d6 Contractor shall include in Bidders General conditions $20,000 to meet the HUD Section 3 benchmark. Bid proposal shall include a HUD Section 3 Plan outlining the efforts that will be implemented to provide good faith effort to achieve benchmark goals. The HUD Section 3 opportunity portal was decommissioned. Effort is still required to provide outreach and opportunities that need to be documented towards meeting the HUD Section 3 benchmark goals. Examples are:

RFP No 24-002 Addendum No. 2 Request for Proposal Page 3 of 7

• Engaged in outreach efforts to generate job applicants who are Targeted Section 3 workers.

• Provided training or apprenticeship opportunities.

• Advertise training opportunities by distributing flyers or mass mailings. Post in common areas such as in housing projects or office spaces

• Provided technical assistance to help Section 3 workers compete for jobs (e.g., resume assistance, coaching).

• Provided or connected Section 3 workers with assistance in seeking employment including:

drafting resumes, preparing for interviews, and finding job opportunities connecting residents to job placement services.

• Held one or more job fairs.

• Provided or referred Section 3 workers to services supporting work readiness and retention (e.g., work readiness activities, interview clothing, test fees, transportation, childcare).

• Provided assistance to apply for/or attend community college, a four-year educational institution, or vocational/ technical training.

• Assisted Section 3 workers to obtain financial literacy training and/or coaching.

• Engaged in outreach efforts to identify and secure bids from Section 3 business concerns.

• Provided technical assistance to help Section 3 business concerns understand and bid on contracts.

• Divided contracts into smaller jobs to facilitate participation by Section 3 business concerns.

• Provided bonding assistance, guaranties, or other efforts to support viable bids from Section 3 business concerns.

• Promoted use of business registries designed to create opportunities for disadvantaged and small businesses.

• Outreach, engagement, or referrals with the state one-stop system as defined in Section 121(e)(2) of the Workforce Innovation and Opportunity Act.

• Advertise contracting opportunities using posting notices, newspapers, local small business associations or industry-specific organizations.

• Provide notice of contracting opportunities to known Section 3 business concerns.

• Provide bid advantage opportunities as prescribed by HUD.

Contract durations Revise the contract durations to:

Base bid Completion of M90 – Contract duration 390 calendar days (Est NTP January 8, 2024 – January 31, 2025) Base bid Completion of M64 – Contract duration 433 calendar days (January 8, 2024 – March 15, 2025)

3. Early Procurement Electrical Components Lead Times – The current lead times are provided below. Actual delivery times may fluctuate and shall be updated bi-weekly:

M90 Panel 2EQDPHB and excluded: SPD’s and VFD’s (24 wks tentative 3/16/24) M64 Main Switchboard MSB (62 weeks).

Distribution Panel DP3HC (49 weeks).

Emergency Switchboard ESB (24 weeks).

Transformer TESB; (tbd weeks) 800A 3P 480V Circuit Breaker 100KAIC (tbd);

Emergency Distribution Panel EDPX (24 weeks).

Emergency Distribution Panel EDPY (24 weeks).

Emergency Distribution Panel EDPZ (24 weeks).

RFP No 24-002 Addendum No. 2 Request for Proposal Page 4 of 7

Emergency Distribution Panel EDPZ2 (24 weeks).

Emergency Distribution Panel EDP3C (24 weeks).

Distribution Panel DP1HA (24 weeks)

800A 480V 3PH 3W Docking Station (tbd) Automatic Transfer Switches: ATS-X and ATS-Z2 (27 weeks); ATS-Y nd ATS-Z (46 weeks).

ATS RTU Cabinet (tbd) Note: Tbd is not greater that 62 weeks

Submittals for panel boards are not approved yet but review comments have been provided for the resubmittal and are attached. Approved submittal for the ATS, and docking station are attached.

4. Responses to RFP Questions

Div. Discipline Item Description Responses

ALL Vendor Please provide all early procurement equipment submittals

Attached

ALL Vendor Please provide all early procurement equipment manufacturing and delivery schedules

Refer to Addendum 3

00 UTMB Does UTMB or UT Systems have a HUD Section 3 coordinator? If so, please provide contact information.

UTMB does not have a HUD Section 3 coordinator. Before award of contract questions are to be directed to UTMB as a pre-bid question. After award of the contract questions are to be directed to UTMB project manager.

00 UTMB Confirm that HUD Section 3 compliance is applicable. Provide HUD Section 3 resource to identify Section 3 vendors/suppliers as this resource has been previously decommissioned by HUD

HUD Section 3 is applicable.

Contractor shall include in $20,000 to meet the benchmark. Bid proposal shall include a HUD Section 3 Plan outlining the efforts that will be implemented to provide good faith effort to achieve benchmark goals.

Refer to Addendum 3 A.

00 UTMB Is HUD Section 3 GFE documentation required at time of HUB Plan submission? If so, are there specific required forms/formats?

HUB and HUD requirements are different. For HUD Contractor shall include in $20,000 to meet the benchmark. Additionally, bid shall include a HUD Section 3 Plan outlining the efforts that will be implemented. Contractor awarded contract shall provide quarterly and annual report. Refer to HUD annual report requirements. Tracking effort to achieve benchmark goals shall be continuous throughout the contract.

RFP No 24-002 Addendum No. 2 Request for Proposal Page 5 of 7

00 UTMB Please confirm that Davis-Bacon wage rates apply in lieu of Attachment "A" Prevailing wage determination Houston/Galveston Area

Davis-Bacon current prevailing wages apply in lieu of Attachment A the University of Texas System 2021

PREVAILING WAGE

DETERMINATION

HOUSTON/GALVESTON AREA.

For Davis-Bacon Prevailing Wages for Galveston County refer to General Decision Number: TX20230248 10/13/2023 Superseded

00 UTMB Confirm all requested alternate pricing is only to be considered stand alone for each to be added to the applicable M64/M90 purchase order and not considered a stand-alone project.

Correct.

00 UTMB Confirm that two (2) individual HUB plans are required. One for the M64 project and one for the M90 project.

Correct.

00 UTMB Confirm that both projects will be awarded to the same Contractor and will be allowed to run concurrently.

Correct.

00 UTMB Confirm that General Conditions are to be calculated for both projects as one and are to be allocated to each project for accounting purposes only.

Each project needs to have the appropriate general conditions costs included. The total cost of each individual project should be reflected in the bid for the project.

00 UTMB Please provide asbestos/lead/hazardous materials report or certify none is/are present.

No ACM was identified. Attached are the reports of the inspection and test results.

01 UTMB Clarify if required to be solely dedicated Qa/Qc personnel per requirement 01 43 00, 1.3, "B".

Each project needs to have the personnel to accomplish the scope for each project (M64 & M90)

03 PhiloWilke/ Henderson Rogers

Please advise as to location of infill referenced detail 7/S-310 (M90 Drawing set)

HRSE: This is a typical detail provided in case infill is required. Need of the infill must be field verified and coordinated with MEP dwgs.

03 PhiloWilke/ Henderson Rogers

Please advise as to location of infill referenced detail 3/S-310 (M64 Drawing set)

HRSE: This is a typical detail provided in case infill is required. Need of the infill must be field verified and coordinated with MEP dwgs.

03 PhiloWilke/ Henderson Rogers

Provide new stanchion foundation design re: S-110 and detail 9/S-310 (M64 drawing set)

HRSE: Foundation size (4'x8') provided on Enlarged Plan 2/S110 (Bldg 64). Foundation thickness (2') and reinforcement (#5@12 TOP & BOT EA WAY) called out on detail 9/S310 (Bldg64)

03 PhiloWilke/ Henderson Rogers

Please advise if CIP or CMU backup can be used with traditional masonry in lieu of Architectural precast with thin veneer A-201 (M64 drawing set)

Yes, this is acceptable as an alternate to precast panels. Veneer finish is required to match mix and color of the existing building finish.

RFP No 24-002 Addendum No. 2 Request for Proposal Page 6 of 7

03 PhiloWilke/ Henderson Rogers

Provide specifications for Architectural precast with thin veneer A-201 (M64 drawing set)

See 03 45 00 Precast Architectural Panels specification.

03 PhiloWilke/ Henderson Rogers

Provide location and structural details for concrete "Crane mounting Base" plinth ref: 6/A-521 (M64 drawing set)

See 15 S-310 and 1 S-300

28 PhiloWilke/ Gonzalez Shah Smith

Provide Security drawings and specifications. Ref: Security hardware requirements indicated for door hardware set 51 (M90 Drawing set)

Drawings and Specifications provided in Addendum 3

28 PhiloWilke/ Gonzalez Shah Smith

Provide Security drawings and specifications. Ref: Security hardware requirements indicated for door hardware set(s) 51,57 (M64 Drawing set)

Drawings and Specifications provided in Addendum 3

27 PhiloWilke/ Gonzalez Shah Smith

Provide IT/Low voltage drawings and specifications. (M90 Drawing set)

Drawings and Specifications provided in Addendum 3

27 PhiloWilke/ Gonzalez Shah Smith

Provide IT/Low voltage drawings and specifications. (M64 Drawing set)

Drawings and Specifications provided in Addendum 3

9 PhiloWilke Confirm that note referencing "Patch wall tile & base as required to match existing" shown on 2/A-111 between grid line 13 and 14 is not required.

(M90 drawings)

Confirmed disregard note.

22 PhiloWilke / Gonzalez Shah Smith

Confirm Gen. Note "F" sheet P-402 "Existing Housekeeping Pads to remain"

Confirmed existing pads can remain.

9 PhiloWilke Missing specification 09 67 00 as referenced in finish schedule on A-

600. Can comparable substitution for Stonhard be submitted in bid? (M64 Drawings / Specifications) see specification 07 18 00 for Traffic coating in lieu of "EPR" - stonhard finish.

5. Architect's Addendum for M64

This portion of Addendum No. 2 addresses any changes or updates to drawings, specifications or RFP documents associated with UTMB Trauma Center JS MEP Mitigation – M64.

A. Drawings Item 3.1 The following listed drawings, dated 23 October 2023 are being issued as part of

Addendum No. three (3) as NEW:

DS-200 Level 2 Data-Security

DS-300 Level 3 Data-Security Item 3.2 The following listed drawings, dated 23 October 2023 are being issued as part of

Addendum No. three (3) as REVISED:

A-102 Level 02 – Demo and new Floor Plan MD101 Level 1 – Enlarged Mechanical Demolition Plan

RFP No 24-002 Addendum No. 2 Request for Proposal Page 7 of 7

B. Specifications Item 3.3 The following listed Specifications, dated 23 October 2023 are being issued as part of Addendum No. Three (3) as NEW:

03 45 00 RIN-Precast Architectural Concrete 27 05 00 Common Work Results for Communication Systems 27 05 28 Pathways for Communications Systems 27 15 00 Communications Horizontal Cabling 27 16 19 Patch Cords-Station Cords-Cross Connect Wire

28 00 00 Electronic Security 28 10 00 Access Control and Intrusion Detection 28 13 26 Wireless Card Access Locks

Item 3.4 The following listed Specifications, dated 23 October 2023 are being issued as part of Addendum No. Three (3) as REVISED:

00 01 10 Table of Contents

6. Architect's Addendum for M90

This portion of Addendum No. 2 addresses any changes or updates to drawings, specifications or RFP documents associated with UTMB Trauma Center JS MEP Mitigation – M90.

A. Drawings Item 3.1 The following listed drawings, dated 23 October 2023 are being issued as part of Addendum No. three (3) as NEW:

DS-200 Level 2 Data-Security Plan Item 3.2 The following listed drawings, dated 23 October 2023 are being issued as part of Addendum No. three (3) as REVISED:

G-110 Fire Safety Plan MD101 Level 1 – Enlarged Mechanical Demolition Plan

B. Specifications Item 3.3 The following listed Specifications, dated 23 October 2023 are being issued as part of Addendum No. Three (3) as NEW:

27 05 00 Common Work Results for Communication Systems 27 05 28 Pathways for Communications Systems 27 15 00 Communications Horizontal Cabling 27 16 19 Patch Cords-Station Cords-Cross Connect Wire

28 00 00 Electronic Security 28 10 00 Access Control and Intrusion Detection 28 13 26 Wireless Card Access Locks

Item 3.4 The following listed Specifications, dated 23 October 2023 are being issued as part of Addendum No. Three (3) as REVISED:

00 01 10 Table of Contents

UP

FD

UP

FD FD

FD

FD

CR

CR

A

-2

F72.606Q

Fire Pump

Equipment

Room

Align

A li g n

19' - 11 7/8"

/8

A04 a

1 A-201

A

-2

A-521

A-521

A-521

A

-2

18' - 0 1/8"

/8

3' - 5 1/2"

Slope

A-521

A-521

46 SF

Soiled Utility

Room

2.606AA

Texas Registered Engineering Firm F-2113

Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

2825 Wilcrest, Suite #350 Houston, Texas 77042 Ph. 713.780.7563 Fax.713.780.9209

Keyplan

Philo Wilke Partnership

11275 S. SAM HOUSTON PARKWAY W.

SUITE 200, HOUSTON, TX, 77031

PH: 832-554-1130

Henderson Rogers Structural Engineer

2603 AUGUSTA DRIVE, SUITE 800

HOUSTON, TX 77057

PH: 173-430-5800

CONSULTANTS

10/23/2023

Gonzalez Shah Smith

1946 SOUTH I-35, SUITE 302

AUSTIN, TX 78704

PH: 512-610-1132

Texas Registered Engineering Firm F-20213

3/16" = 1'-0"

/2

/2

:0 :5

P

M C

U s e rs

\j a rr u ti \D o c u m e n ts

\R e v it F ile s \U

T M

B M

E P

M it ig a ti o n M

(C E

N T

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L ja rr u ti B

T

C G

.r v t

A-102

Level 02 - Demo and New Floor Plan

University of Texas Medical Branch

UTMB MEP

Mitigation M64

Checker

Author

08/18/2023

G1004-001-01

Legend - Floor/Demo Plan

Existing to be removed

Existing to remain

New Partitions

Area not in Scope

General Notes - Floor Plan

1. All new partitions are type "C2S" unless noted otherwise.

2. All dimensions are to face of gypsum board or face of masonry unless noted otherwise.

3. See 1 A-520 for Partition Type Schedule.

4. See 1 A-540 for Door Schedule.

Keyed Notes - Level 2 Floor Plan

1 New equipment, see MEP drawings.

2 New floor drain. Redirect existing floor slope to this location.

3 Existing floor drain to remain.

4 Architectural precast panel

3/16" = 1'-0"Level 2 - Fire Pump Equipment - Enlarged Demo 1

3/16" = 1'-0"Level 2 - Fire Pump Equipment - Enlarged Plan 2

Keyed Notes - Level 2 Floor Plan

1 Exisitng floor drain to remain. Modify appropriate slopes for redirection of flow to drain

2 Remove existing stucco soffit and all ceiling lights in this area. see MEP drawings

3 Core new penetrations in existing concrete deck, see MEP drawings for exact drain locations.

Keyed Notes - Level 2 Demolition Plan

1 New fire-rated access panel, see specifications, install minimum

2' above finished floor

3/16" = 1'-0"Level 2 - Soiled Utility Chase - Enlarged Plan 5

General Notes - Floor Plan

1. All new partitions are type "C2S" unless noted otherwise.

2. All dimensions are to face of gypsum board or face of masonry unless noted otherwise.

3. See 1 A-520 for Partition Type Schedule.

4. See 1 A-540 for Door Schedule.

No. Description Date

1 Addendum 03 10/23/2023

4 5

H

I

CHP-1

CHP-2

8"ø CHS (E)

HWC-1HWC-2

8"ø CHR (E)

HWP-1

HWP-2

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8"ø CHS (E)

8"ø CHR (E)

3 3

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EXISTING TO REMAIN

TO BE DEMOLISHED

TA

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E OF TEXAS

P R E

E

NIGNELANOISS

F O

R

E

L IC E N S ED

T

CASITY RENEAU

100003

CASITY RENEAU

100003

Tx. Registration # F-2113

0'

Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

Keyplan

1/4" = 1'-0"

4' 8'

2825 Wilcrest, Suite #350 Houston, TX 77042

Ph. 713-780-7563 Texas Registered Engnineering Firm F-2113

Philo Wilke Partnership

11275 S. SAM HOUSTON PARKWAY W.

SUITE 200, HOUSTON, TX, 77031

PH: 832-554-1130

Henderson Rogers Structural Engineer

2603 AUGUSTA DRIVE, SUITE 800

HOUSTON, TX 77057

PH: 173-430-5800

CONSULTANTS

Gonzalez Shah Smith

1946 SOUTH I-35, SUITE 302

AUSTIN, TX 78704

PH: 512-610-1132

As indicated

/2

/2

:3 :2

P

M C

U s e rs

\c re n e a u

\D o c u m e n ts \1

-0

M e c h

R c re n e a u .r v t

MD101

LEVEL 1 - ENLARGED

MECHANICAL

DEMOLITION PLAN

University of Texas Medical Branch

UTMB MEP

Mitigation M64

CR

DL

08/18/2023

1004-032-01

1/4" = 1'-0"

LEVEL 1 - DEMOLITION PLAN

KEYED NOTES - MD101

1 DISCONNECT EXISTING HEAT EXCHANGERS

AND RELOCATE TO LEVEL 3 MECHANICAL

ROOM. ONE HEAT EXCHANGER SHALL REMAIN

IN OPERATION AT ALL TIME. HOUSEKEEPING

PADS SHALL REMAIN.

2 DEMOLISH CAMPUS HEATING HOT WATER

PIPING BACK TO VALVES AT SITE PIPING

MAINS.

3 AFTER NEW PUMPS IN LEVEL 3 MECHANICAL

ROOM HAVE BEEN SUCCESSFULLY STARTED

UP AND COMMISSIONED, DEMOLISH EXISTING

PUMP, INCLUDING PIPING AFTER ISOLATION

VALVES, INERTIA BASE, VFD, ALL POWER AND

ALL CONTROLS. HOUSEKEEPING PADS SHALL

REMAIN.

4 REFER TO M103 FOR CONTINUATION

No. Description Date

CONSTRUCTION 08/18/2023

1 ADDENDUM 3 10/23/2023

10/20/2023

C R

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UP

8.9

UP

UP

2.8C

VESTIBULE

190.08

2.10

CORRIDOR

2.1008

OFFICE AREA

234.78

243400

NURSES STATION

2.908

STORAGE

44.21

243400

UP

UP UP

FD FD

FD

FD

CR

1 2 3

4.8

5 6

6.2

7 8 9 10

A

B

C

E

F

G

H

I

J

0.9

0.8

11.012.0 13.0 14.0 15.0

A.0

B.0

C.0

D.0

E.0

E.1

E.2

E.3

D

Switchgear

Room

2.606S

Room

2.606T

Centerpoint

Energy Vault

2.606R

FCU-FP

DATA

AREA OF WORK DATA

FIRE PUMP

CONTROLLER (ATS -FP)

CR CARD READER

ETHERNET CONNECTIONDATA

Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

Keyplan

2825 Wilcrest, Suite #350 Houston, TX 77042

Ph. 713-780-7563 Texas Registered Engnineering Firm F-2113

Philo Wilke Partnership

11275 S. SAM HOUSTON PARKWAY W.

SUITE 200, HOUSTON, TX, 77031

PH: 832-554-1130

Henderson Rogers Structural Engineer

2603 AUGUSTA DRIVE, SUITE 800

HOUSTON, TX 77057

PH: 173-430-5800

CONSULTANTS

Gonzalez Shah Smith

1946 SOUTH I-35, SUITE 302

AUSTIN, TX 78704

PH: 512-610-1132

As indicated

/2

/2

:3 :3

P

M C

U s e rs

\c re n e a u \D o c u m e n ts

\1

-0

E le c R c re n e a u .r v t

DS-200

LEVEL 2

DATA/SECURITY

University of Texas Medical Branch

UTMB MEP

Mitigation M64

CHR

CHR

10/23/2023

1004-032-01

3/32" = 1'-0"1

LEVEL 2 RENOVATION OVERALL DS PLAN

No. Description Date

1 ADDENDUM 3 10/23/2023

CR

CR

CRCR

1 2 3

4 5 6 7 8 9 10

E

F

G

H

I

J

0.9

0.8

11.012.0 13.0 14.0 15.0

A.0

B.0

C.0

D.0

E.0

872 SF

Emer SWGR

2.606B

632 SF

SWGR

2.606D

D

MSB

ESB

XFMR TESB

ATS-X ATS-YATS-Z ATS-Z2

DD-

PULLBOX

DDC

DATA

DATADATADATADATA

DATA

DATA

DATA

FCU-3-3

DATA

DATA

AREA OF WORKAREA OF WORKAREA OF WORK

CR CARD READER

ETHERNET CONNECTIONDATA

Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

Keyplan

2825 Wilcrest, Suite #350 Houston, TX 77042

Ph. 713-780-7563 Texas Registered Engnineering Firm F-2113

Philo Wilke Partnership

11275 S. SAM HOUSTON PARKWAY W.

SUITE 200, HOUSTON, TX, 77031

PH: 832-554-1130

Henderson Rogers Structural Engineer

2603 AUGUSTA DRIVE, SUITE 800

HOUSTON, TX 77057

PH: 173-430-5800

CONSULTANTS

Gonzalez Shah Smith

1946 SOUTH I-35, SUITE 302

AUSTIN, TX 78704

PH: 512-610-1132

As indicated

/2

/2

:3 :3

P

M C

U s e rs

\c re n e a u \D o c u m e n ts

\1

-0

E le c R c re n e a u .r v t

DS-300

LEVEL 3

DATA/SECURITY PLAN

University of Texas Medical Branch

UTMB MEP

Mitigation M64

CHR

CHR

10/23/2023

1004-032-01 3/32" = 1'-0"1

LEVEL 3 RENOVATION OVERALL DS PLAN

No. Description Date

1 ADDENDUM 3 10/23/2023

2018 Master Update – rev 07/21/2020 RFP DOCUMENTS - TABLE OF CONTENTS Page - 1

DOCUMENT NUMBER

DOCUMENT TITLE

Number of Pages

Date Last

Modified

PhiloWilke Partnership 222-093 | 23-001

M64 GLO MEP Mitigation 10/23/2023 Addendum 3

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

Section 00 01 01 Cover Page ..................................................................................... 1 08/18/23 Section 00 01 07 Seals Page ...................................................................................... 2 08/18/23 Section 00 01 10 Table of Contents ............................................................................ 4 08/18/23 Section 00 01 21 Attachment 1 Company Overview................................................... 5 10/18/17 Section 00 01 22 Attachment 2 Key Personnel Ref Sheet ......................................... 1 10/13/17 Section 00 01 23 Attachment 3 Standard Agreement and Exhibits ............................ 1 09/25/23 Section 00 01 24 Attachment 4 Security Clearance Requirements ............................ 5 08/15/23 Section 00 01 25 Attachment 5 Execution of Offer ..................................................... 4 01/19/16 Section 00 01 26 Attachment 6 Environmental Sustainability Questionnaire ............. 2 08/20/12 Section 00 01 27 Attachment 7 Pricing and Delivery Proposal ................................... 5 09/26/23 Section 00 01 30 Exhibit A Architectural Plans ........................................................... 1 09/26/23 Section 00 01 31 Exhibit B Uniform & Supplemental General Conditions ................ 51 05/24/22 Section 00 01 32 Exhibit C Owner Special Conditions ............................................. 17 09/25/23 Section 00 01 33 Exhibit D Performance Bond ........................................................... 2 09/25/23 Section 00 01 34 Exhibit E Payment Bond ................................................................. 2 09/25/23 Section 00 01 35 Exhibit H Policy on Utilization of HUB ........................................... 19 11/10/20 Section 00 01 36 Exhibit G Certification of Franshise Tax Payment .......................... 1 09/25/23 Section 00 73 16 Project Insurance .......................................................................... 17 05/01/23

DIVISION 01 – GENERAL REQUIREMENTS

Section 01 10 12 Indoor Air Quality............................................................................. 5 09/04/18 Section 01 21 00 Unit Price Allowances ..................................................................... 3 06/30/20 Section 01 23 00 Alternates ........................................................................................ 2 09/04/18 Section 01 25 00 Substitution Procedures (After Contract Award) ............................. 2 09/04/18 Section 01 31 00 Project Management and Coordination .......................................... 4 09/04/18 Section 01 33 00 Submittal Procedures ...................................................................... 8 09/04/18 Section 01 35 23 Project Safety Requirements ........................................................ 60 04/07/20 Section 01 42 00 Reference Standards and Definitions ............................................. 5 06/16/20 Section 01 43 00 Project Quality Control ................................................................... 8 12/12/19

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 19 Selective Demolition ........................................................................ 8 09/04/18

DIVISION 03 – CONCRETE

Section 03 01 33 Concrete Sealer .............................................................................. 2 09/04/18 Section 03 30 00 Cast In Place Concrete ................................................................. 46 09/04/18 Section 03 31 00 Epoxy Related Work ..................................................................... 27 09/04/18 Section 03 45 00 Precast Architectural Panels ........................................................... 5 10/23/23 Section 03 54 00 Cast Underlayment.......................................................................... 4 09/04/18

DIVISION 04 – MASONRY

Section 04 20 00 Unit Masonry ................................................................................. 16 09/04/18 Section 04 72 00 Cast Stone Masonry ........................................................................ 6 09/04/18

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

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Section 07 18 00 Traffic Coatings ............................................................................... 6 09/12/23 Section 07 62 00 Sheet Metal Flashing and Trim ....................................................... 4 09/04/18 Section 07 81 00 Applied Fireproofing ...................................................................... 10 09/04/18 Section 07 84 13 Penetration Firestopping ................................................................. 8 09/04/18 Section 07 84 43 Joint Firestopping ............................................................................ 5 09/04/18 Section 07 92 00 Joint Sealants ................................................................................ 11 09/04/18

DIVISION 08 – OPENINGS

Section 08 11 13 Hollow Metal Doors and Frames ..................................................... 6 09/04/18 Section 08 14 16 Flush Wood Doors........................................................................... 8 09/04/18 Section 08 71 00 Door Hardware .............................................................................. 11 09/04/18

DIVISION 09 – FINISHES

Section 09 21 16 Gypsum Board Assemblies ........................................................... 14 09/04/18 Section 09 65 13 Resilient Base and Accessories ...................................................... 4 09/04/18 Section 09 91 00 Painting ......................................................................................... 12 09/04/18

DIVISION 21 – FIRE SUPPRESSION

Section 21 05 00 Basic Fire Protection Requirements.............................................. 20 09/04/18 Section 21 05 13 Fire Protection Motors ..................................................................... 6 09/04/18 Section 21 05 53 Fire Protection Piping and Equipment Identification ....................... 4 09/04/18 Section 21 13 13 Fire Protection Systems ................................................................ 10 09/04/18 Section 21 30 00 Fire Pump ........................................................................................ 8 09/04/18

DIVISION 22 – PLUMBING

Section 22 05 00 Common Work Results for Plumbing ............................................... 24 09/04/18 Section 22 05 26 Pipe and Pipe Fittings ......................................................................... 7 09/04/18 Section 22 05 29 Plumbing Supports and Sleeves ........................................................ 9 09/04/18 Section 22 05 33 Heat Tracing for Plumbing Piping ....................................................... 4 09/04/18 Section 22 05 48 Plumbing Vibration Isolation ............................................................... 4 09/04/18 Section 22 05 53 Plumbing Identification ........................................................................ 5 09/04/18 Section 22 05 84 Plumbing Specialties ......................................................................... 11 09/04/18 Section 22 07 19 Plumbing Insulation ............................................................................. 7 09/04/18 Section 22 08 00 Commissioning of Plumbing System .................................................. 2 09/04/18 Section 22 11 16 Domestic Water Piping System .......................................................... 8 07/08/20 Section 22 11 19 Domestic Water Piping Specialties .................................................... 3 09/04/18 Section 22 11 23 Plumbing Equipment ........................................................................... 9 09/04/18 Section 22 11 23.13 Domestic Water Pressure Boosting System ...................................... 4 09/04/18 Section 22 13 16 Sanitary Waste and Vent Piping ......................................................... 7 07/07/20 Section 22 14 23.13 Roof Drainage Piping Systems ....................................................... 3 06/09/20 Section 22 62 19 Medical Vacuum System ................................................................. 5 07/07/20 Section 22 63 13 Medical Gas Systems ......................................................................... 9 07/07/20

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

Section 23 00 00 Basic Mechanical Requirements ...................................................... 12 09/04/18 Section 23 05 13 Common Motor Requirements for HVAC Equipment ........................ 6 09/04/18 Section 23 05 19 Gauges and Meters for HVAC Piping ................................................ 4 09/04/18 Section 23 05 23 General Duty Valves for HVAC Piping ............................................... 8 09/04/18

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Section 23 05 29 Hangers and Supports for HVAC Piping and Equipment .................. 6 09/04/18 Section 23 05 48 Vibration Isolation for HVAC Piping and Equipment .......................... 7 12/12/19 Section 23 05 53 Identification for HVAC Piping and Equipment .................................. 6 09/04/18 Section 23 05 93 System Testing, Adjusting and Balancing .......................................... 8 09/04/18 Section 23 07 00 HVAC Insulation .................................................................................. 4 09/04/18 Section 23 07 16 Equipment Insulation .......................................................................... 3 09/04/18 Section 23 07 19 Piping Insulation .................................................................................. 9 09/04/18 Section 23 09 23 Direct Digital Control Systems .......................................................... 16 09/04/18 Section 23 09 23.1 Energy Metering ................................................................................ 12 09/04/18 Section 23 20 00 HVAC Pumps ...................................................................................... 7 09/04/18 Section 23 21 00 Hydronic Piping and Fittings ............................................................. 13 07/21/20 Section 23 21 16 Hydronic Specialties ............................................................................ 6 09/04/18 Section 23 25 00 Water Treatment For HVAC Systems ................................................ 9 09/04/18 Section 23 57 00 Heat Exchangers ................................................................................. 5 09/04/18 Section 23 81 26 Split System Air Conditioners ............................................................. 5 09/04/18 Section 23 82 19 Fan Coil Units ...................................................................................... 5 09/04/18

DIVISION 26 – ELECTRICAL

Section 26 00 00 Basic Electrical Requirements ............................................................ 9 06/09/20 Section 26 00 00.01 Electrical Demolition ............................................................................ 5 07/21/20 Section 26 00 05 Electrical Service ................................................................................. 2 09/04/18 Section 26 05 19 Cable, Wire and Connectors 600 Volt and Less .............................. 11 07/21/20 Section 26 05 20 Fire-Rated Wiring Systems Section 26 05 26 Grounding ............................................................................................ 4 09/04/18 Section 26 05 29 Securing and Supporting Methods ..................................................... 3 09/04/18 Section 26 05 33 Raceways, Conduit, and Boxes........................................................ 14 06/30/20 Section 26 05 53 Electrical Identification ........................................................................ 5 09/04/18 Section 26 05 73 Short Circuit, Protective Device Coordination and Arc Flash Study . 7 09/04/18 Section 26 08 00 Elect. and Life Safety Systems Tech. Commissioning Requirements ............................................................................................................. 5 09/04/18 Section 26 09 13 Electrical Power Monitoring – SCADA .......................................... 12 06/02/23 Section 26 12 19 Pad Mounted Liquid Filled Transformers ........................................... 4 09/04/18 Section 26 24 13 Switchboards ....................................................................................... 4 09/04/18 Section 26 24 15 Distribution Panelboards ..................................................................... 5 06/30/20 Section 26 24 16 Branch Circuit Panelboards ....................................................................8 09/04/18 Section 26 25 50 Generator Docking Station Section 26 27 26 Wiring Devices and Floor Boxes ........................................................ 5 09/04/18 Section 26 28 13 Fuses, 600 Volt ................................................................................... 2 09/04/18 Section 26 28 16 Enclosed Safety Switches ................................................................ 3 09/04/18 Section 26 28 18 Automatic Transfer and Bypass/Isolation Switches ........................... 8 09/04/18 Section 26 29 23 Variable Speed Drives ........................................................................ 9 09/04/18 Section 26 31 00 Fire Alarm and Smoke Detection System ........................................ 18 09/04/18 Section 26 41 00 Lightning Protection System ............................................................... 5 09/04/18 Section 26 43 13 Surge Protection Device ..................................................................... 6 09/04/18 Section 26 51 00 Lighting Fixtures .................................................................................. 4 09/04/18

DIVISION 27 – COMMUNICATIONS/LOW VOLTAGE

Section 27 05 00 Common Work Results for Communication Systems ..................... 12 10/23/23 Section 27 05 28 Pathways for Communications Systems ............................................ 5 10/23/23 Section 27 15 00 Communications Horizontal Cabling .................................................. 5 10/23/23 Section 27 16 19 Patch Cords – Station Cords-Cross Connect Wire ............................ 1 10/23/23

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DIVISION 28 – SECURITY

Section 28 00 00 Electronic Security ............................................................................ 14 10/23/23 Section 28 10 00 Electronic Access Control and Intrusion Detection .......................... 20 10/23/23 Section 28 13 26 Wireless Card Access Locks .............................................................. 5 10/23/23

END OF TABLE OF CONTENTS

SECTION 03 45 00

PRECAST ARCHITECTURAL CONCRETE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Architectural precast concrete wall panels.

B. Architectural precast concrete accessories.

C. Supports, anchors, and attachments.

D. Grouting under panels.

1.02 RELATED REQUIREMENTS

A. Section 03 20 00 - Concrete Reinforcing.

B. Section 03 30 00 - Cast-in-Place Concrete: Admixtures.

C. Section 07 62 00 - Sheet Metal Flashing and Trim: Reglets recessed in units.

1.03 REFERENCE STANDARDS

A. ACI 318 - Building Code Requirements for Structural Concrete and Commentary 2011.

B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel 2014.

C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel

Hardware 2009.

D. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000

PSI Tensile Strength 2014.

E. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts 2015.

F. ASTM A563M - Standard Specification for Carbon and Alloy Steel Nuts [Metric] 2007.

G. ASTM C33/C33M - Standard Specification for Concrete Aggregates 2016.

H. ASTM C150/C150M - Standard Specification for Portland Cement 2016.

I. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete 2010a.

J. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural

Concrete 2014.

K. ASTM C1088 - Standard Specification for Thin Veneer Brick Units Made From Clay or Shale

2014.

L. AWS D1.1/D1.1M - Structural Welding Code - Steel 2015.

M. AWS D1.4/D1.4M - Structural Welding Code - Reinforcing Steel 2011.

N. PCI MNL-117 - Manual for Quality Control for Plants and Production of Architectural Precast

Concrete Products 2007.

O. PCI MNL-120 - PCI Design Handbook - Precast and Prestressed Concrete 2010, Seventh

Edition.

P. PCI MNL-122 - Architectural Precast Concrete 2007, Third Edition.

Q. PCI MNL-123 - Design and Typical Details of Connections for Precast and Prestressed

Concrete 1988, Second Edition.

R. PCI MNL-135 - Tolerance Manual for Precast and Prestressed Concrete Construction 2000.

1.04 DESIGN REQUIREMENTS

A. Design units to withstand design loads as calculated in accordance with applicable building code, other requirements of authorities having jurisdiction, and erection forces. Calculate structural properties of units in accordance with ACI 318.

B. Design units to withstand static loads and anticipated dynamic loading, including positive and negative wind loads and thermal movement loads.

C. Design and size components to withstand seismic loads and sway displacement as calculated in accordance with applicable code.

D. Design units to accommodate construction tolerances, deflection of building structural members, and clearances of intended openings.

E. Design component connections to accommodate building movement and thermal movement. Provide adjustment to accommodate misalignment of structure without unit distortion or damage.

1.05 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene one week prior to commencing work of this section.

1.06 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Manufacturer's information on accessory products, including pigments, admixtures, inserts, plates, etc.

C. Shop Drawings: Indicate layout, unit locations, configuration, unit identification marks, reinforcement, integral insulation, insulated panel system connectors, connection details, support items, location of lifting devices, dimensions, openings, and relationship to adjacent materials. Provide erection drawings.

1. Include details of mix designs.

2. Include structural design calculations.

D. Samples: Submit two samples, 12 x12 inch in size, illustrating surface finish, color and texture.

1. Match Architect's sample.

E. Fabricator Qualification Statement: Provide documentation showing precast fabricator or manufacturer meets specified qualification requirements..

F. Maintenance Data: Indicate surface cleaning instructions.

1.07 QUALITY ASSURANCE

A. Design Engineer Qualifications: Design precast concrete units under direct supervision of a Professional Structural Engineer experienced in design of precast concrete and licensed in the state in which the Project is located.

B. Fabricator Qualifications:

1. Firm having at least 2 years of documented experience in production of precast concrete of the type required.

2. Plant certified under Precast/Prestressed Concrete Institute Plant Certification Program;

product group and category A1 - Architectural Precast Concrete.

3. Plant certified under Architectural Precast Association Plant Certification Program for production of architectural precast concrete.

C. Welder Qualifications: Qualified within previous 12 months in accordance with AWS

D1.1/D1.1M and AWS D1.4/D1.4M.

1.08 MOCK-UP

A. Construct wall panel mock-up, eight feet long by five feet wide, with lifting device, and attachment points, and finish in accordance with approved sample.

B. Locate where directed.

C. Mock-up in new, undamaged condition on Date of Substantial Completion may remain as part of the Work.

1.09 DELIVERY, STORAGE, AND HANDLING

A. Handling: Lift and support precast units only from support points.

B. Blocking and Lateral Support During Transport and Storage: Use materials that are clean, non-staining, and non-harmful to exposed surfaces. Provide temporary lateral support to prevent bowing and warping.

C. Protect units to prevent staining, chipping, or spalling of concrete.

D. Mark units with date of production in location that will be concealed after installation.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Architectural Precast Concrete:

1. Coreslab Structures (TEXAS), Inc.: www.coreslab.com/locations/austin-texas.

2. Hakco Precast Inc., Bryan, Texas.

3. Substitutions: Not permitted.

2.02 PRECAST UNITS, GENERAL

A. Precast Architectural Concrete Units: Comply with PCI MNL-120, PCI MNL-122, PCI MNL-123, PCI MNL-135, and ACI 318.

1. Design Loads: Static loads, anticipated dynamic loading, including positive and negative wind loads, thermal movement loads, and erection forces as defined by applicable code.

2. Calculate structural properties of units in accordance with ACI 318.

3. Accommodate construction tolerances, deflection of building structural members, and clearances of intended openings.

4. Provide connections that accommodate building movement and thermal movement and adjust to misalignment of structure without unit distortion or damage.

2.03 REINFORCEMENT

A. Comply with requirements of Section 03 20 00.

2.04 CONCRETE MATERIALS

A. Cement: ASTM C150/C150M, Type I - Normal Portland type.

B. Fine and Coarse Structural Aggregates: ASTM C33/C33M.

C. Lightweight Structural Aggregate: ASTM C330/C330M.

D. Surface Finish Aggregate: Conforming to sample in office of Architect.

E. Water: Clean and not detrimental to concrete.

F. Air Entrainment Admixture: ASTM C260/C260M.

G. Grout:

1. Non-shrink, non-metallic, minimum 10,000 psi, 28 day strength.

2. Epoxy.

2.05 FORM LINERS

A. Manufacturers:

1. Fitzgerald Formliners: www.formliners.com.

2. Substitutions: Not permitted.

B. Material: Glass fiber reinforced polyester.

2.06 THIN BRICK

A. Manufacturers:

1. Meridian Brick LLC; Athens Architectural Series: www.meridianbrick.com/#sle.

2. Metro Brick; Thin Brick: www.metrothinbrick.com/#sle.

3. Substitutions: See Section 01 60 00 - Product Requirements.

B. Thin Brick: ASTM C1088.

1. Type: TBX.

2. Size: Manufacturer's standard Match existing building standard.

3. Thickness: 5/8 inch.

4. Tolerances: 1/16 inch.

5. Color, texture, range, special shapes: As indicated on drawings.

6. Protective Coating: Wax.

2.07 SUPPORT DEVICES

A. Connecting and Support Devices; Anchors and Inserts: ASTM A36/A36M steel; hot-dip galvanized in accordance with ASTM A153/A153M.

1. Clean surfaces of rust, scale, grease, and foreign matter.

B. Bolts, Nuts, and Washers: ASTM A307 heavy hex bolts, Type A, hot-dip galvanized, with matching ASTM A563 (ASTM A563M) nuts and matching washers.

C. Primer: Zinc rich type.

2.08 MIX

A. Concrete, unless otherwise indicated: Minimum 5000 psi, 28 day strength, air entrained to 5 to 7 percent in accordance with ACI 301.

2.09 FABRICATION

A. Fabricate in conformance with PCI MNL-117 and PCI MNL-135.

B. Maintain plant records and quality control program during production of precast units. Make records available upon request.

C. Use rigid molds, constructed to maintain precast unit uniform in shape, size, and finish.

D. Use form liners in accordance with manufacturer's instructions.

E. Place thin brick in form liner in accordance with manufacturer's instructions. Mix bricks from several cartons for uniform distribution of color variations.

F. Maintain consistent quality during manufacture.

G. Fabricate connecting devices, plates, angles, items fit to steel framing members, inserts, bolts, and accessories. Fabricate to permit initial placement and final attachment.

H. Embed reinforcing steel, anchors, inserts plates, angles, and other cast-in items.

I. Place recessed flashing reglets continuous and straight.

J. Locate hoisting devices to permit removal after erection.

K. Cure units to develop concrete quality, and to minimize appearance blemishes such as non-uniformity, staining, or surface cracking.

L. Minor patching in plant is acceptable, providing structural adequacy and appearance of units is not impaired.

2.10 FINISH - PRECAST UNITS

A. Finish Type: Sandblast exposed-to-view precast unit surfaces to light exposure. Protect adjacent surfaces.

2.11 FINISH - SUPPORT DEVICES

A. Clean surfaces of rust, scale, grease, and foreign matter.

B. Galvanize after fabrication in accordance with requirements of ASTM A 123/A 123M.

2.12 FABRICATION TOLERANCES

A. Conform to PCI MNL-117 and PCI MNL-135, except as specifically amended below.

1. Maximum Variation From Nominal Face Dimensions: Plus or minus 3/32 in.

2. Maximum Variation From Square or Designated Skew: Plus or minus 1/8 inch in 10 feet.

3. Maximum Variation from Thickness: Plus or minus 1/8 in.

4. Maximum Misalignment of Anchors, Inserts, Openings: Plus or minus 1/8 inch.

5. Maximum Bowing of Members: Plus or minus length/360.

2.13 ACCESSORIES

A. Bearing Pads: High density plastic; Shore A Durometer; 1/8 inch thick, smooth both sides.

B. Reglets: Specified in Section 07 62 00.

2.14 SOURCE QUALITY CONTROL

A. Provide testing of concrete mix.

B. Take one air entrainment test cylinders for each set of exterior concrete test cylinders taken.

C. Take water absorption test in accordance with PCI MNL-117.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that building structure, anchors, devices, and openings are ready to receive work of this section.

B. Report unsatisfactory conditions to the Architect in writing. Do not begin erection until conditions are satisfactory.

3.02 PREPARATION

A. Provide for erection procedures and induced loads during erection. Maintain temporary bracing in place until final support is provided.

3.03 ERECTION

A. Erect units without damage to shape or finish. Replace or repair damaged panels.

B. Erect units level and plumb within allowable tolerances.

C. Align and maintain uniform horizontal and vertical joints as erection progresses.

D. When units require adjustment beyond design or tolerance criteria, discontinue affected work;

advise Architect.

E. Weld units in place. Perform welding in accordance with AWS D1.1/D1.1M.

F. Touch-up field welds and scratched or damaged primed painted surfaces.

G. Set vertical units dry, without grout, attaining joint dimension with lead or plastic spacers. Pack grout to base of unit.

H. Exposed Joint Dimension: 3/4 inch. Adjust units so that joint dimensions are within tolerances.

3.04 TOLERANCES

A. Erect members level and plumb within allowable tolerances. Conform to PCI MNL-135 , except as specifically amended below.

1. Plan Location from Building Grid Datum: Plus or minus 3/8 in.

2. Top Elevation from Nominal Top Elevation: Plus or minus 3/8 inch.

3. Maximum Plumb Variation Over Height of Structure or 100 ft (whichever is less): Plus or minus 1/2 inch.

4. Exposed Joint Dimension: Plus or minus 3/16 inch.

5. Maximum Jog in Alignment of Matching Faces or Edges: Plus or minus 1/8 inch.

6. Differential Bowing or Camber as Erected Between Similar Adjacent Members: Plus or minus 3/16 inch.

3.05 ADJUSTING

A. Adjust units so that joint dimensions are within tolerances.

3.06 PROTECTION OF FINISHED WORK

A. Provide non-combustible shields during welding operations.

END OF SECTION

COMMON WORK RESULTS FOR COMMUNICATIONS SYSTEMS

270500 - 1

PhiloWilke Partnership M64 GLO MEP Mitigation 222-093 | 23-001 10/23/2023 Addendum #3

SECTION 270500 – COMMON WORK RESULTS FOR COMMUNICATIONS SYSTEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including "Uniform General Conditions and Supplementary General Conditions For The State Of Texas Building Construction Contracts" and Division 01 Specification Sections, apply to the work of this Section.

1. Where the term “Owner’s Designated Representative” is used, it shall mean a member of the project’s capital team as defined by UTMB, Facilities Design and Construction, 1302 Mechanic, Galveston, Texas 77555-1116.

2. Phone (409) 772-3500-, Fax (409) 772-5199.

B. Related Division 27…