Addendum No. 2 Page 1

ADDENDUM NUMBER TWO (2) September 24, 2020 TO THE PLANS AND SPECIFICATIONS FOR: SPRING MEADOWS ELEMENTARY SCHOOL MODERNIZATION AND IMPROVEMENTS RFCSP #21-02 Project No. 19.45 GIGNAC & ASSOCIATES 416 STARR STREET CORPUS CHRISTI, TEXAS 78401 (361) 884-2661 3700 N. 10th STREET, SUITE 205 McALLEN, TEXAS 78501 (956) 686-0100 This addendum is generally separated into sections for convenience; however, all contractors, subcontractors, materialmen, and other parties shall be responsible for reading the entire addendum. The failure to list an item or items in all affected sections of this addendum does not relieve any party affected from performing as per instructions, provided that the information is set forth any time, any place in this addendum. These documents shall be attached to and become a part of the contract documents for this project. CLARIFICATION ITEMS: Item C-1 Asbestos Abatement Q: Is there any asbestos in the Project? Q: Do we need to include asbestos abatement in our scope of work? A: An Asbestos Abatement Report is included in the Project Manual. Updates to the Report may be provided by the Owner prior to Work commencing. The District plans to have the abatement completed by a third party prior to the start of any Work on the Project. Item C-2 Bid Form Q: Can you please confirm if we must have Attachment 2 submitted at the time of bid or if we can turn in post-bid? A: Attachment 2 must be delivered by 2 pm on Sept. 30, 2020 (same location as CSP). Item C-3 Fire Suppression Q: Is there any fire suppression in this building? A: No. Item C-4 Start date for Construction Q: During the pre-bid meeting, it was discussed that the project required a completion date of November 16, 2021. What is the anticipated start date for the project? A: Refer to “Notice of Request for Competitive Sealed Proposals” in the Project Manual.

Addendum No. 2 Page 2

Item C-5 Work Hours While School is in Operation Q: While school is in session, are we required to work after school hours or are we allowed to work during the school day? A: Work may take place during the school day except on Testing days; refer to the School Calendar within the Project Manual. Item C-6 Temporary Fencing Q: Do we need to phase our temporary fencing? A: It is the responsibility of the General Contractor to maintain the site safe during construction and shall determine temporary fencing quantities and duration during construction. Item C-7 Wayfinding Signage Q: Do we need to include temporary wayfinding signage in our base contract, or will that be provided by the District? A: To be provided by GC (for and during construction). Item C-8 Existing Sod Q: Are we required to reinstall sod or can we do hydromulch to re-establish the areas that are disturbed? A: Refer to the Construction Documents for note regarding Contractor to have establishment of the hydromulch seed prior to substantial completion acceptance. Means and methods to be determined by Contractor. PLAN ITEMS: Item P-1 AS-100 Proposed Staging Plan Q: Is there a phasing plan? If so, can you please provide? A: Sheet AS-100-Proposed Staging Plan in this Addendum shall replace Sheet AS-100 in the Construction Documents. Item P-2 Sheet A-100 Proposed Floor Plan, General Notes Q: Provide a listing and description of the items that will be removed and relocated to 3 separate temporary locations during construction per General Note 2, on drawing sheet A-100. A: Omit General Note 2 on Sheet A-100. Administration staff will relocate to the temporary locations indicated on Sheet D-000 prior to Construction. Item P-3 Sheet A-200 Q: Are the painted graphics to be included in our scope of work? A: Yes, there are three locations for painted graphics indicated on Sheet A-100 of the Construction Documents.

Addendum No. 2 Page 3

Item P-4 ADD-1, Item P-1 Omit Item P-1 of Addendum 1. Refer to MEP portion of this Addendum for Alternate 3: Annex Restrooms.  Item P-5 ADD-1, Item P-1 Q: In Addendum #1, Door 100A is changed from Storefront to HM frame with wood door. This is an exterior door - Is this correct? A: SK-1 issued in Addendum 1 shall be omitted and replaced with SK-1 included in this Addendum. Door 100A is exterior aluminum storefront door. Door 100B is a wood door with a hollow metal frame. Item P-6 ADD-1, Item P-1 Q: In the door schedule, Door 103 indicates to receive hardware change. We cannot find door D103 on the plans. Please advise. A: Door 103 is an existing door to the exterior that is to remain located on the south wall of CORR 119.

SPECIFICATION ITEMS: Item S-1 Section 081416 Flush Wood Doors Q: What veneer / finish for the solid core wood doors? A: Refer to Section 081416 Flush Wood Doors, Part 2, 2.6, C.

Addendum No. 2 Page 4

Item S-2 Geotechnical Report Q: Will a Geo Report be provided? A: A Geo Report will be provided post-bid and prior to start of construction. Item S-3 Construction Trailer Q: Is a Construction trailer required? A: Yes. Item S-4 Table of Contents Q: 01 32 33 "Submittal Procedures", 23 05 48 "Mechanical Sound, Vibration and Seismic Control", 28 31 00 "Fire Detection and Alarm" are missing. A: Refer to ADD-1, Item S-3. Item S-5 Section 088723 Safety and Security Film Q: Can 13 mil film be used in lieu of the 15 mil, which has been discontinued? A: 13 mil film equal to Eastman Performance Films, LLumar SCL SR PS13 may be used in lieu of the 15 mil contingent the physical properties meet or exceed the requirements in Section 088723 Safety and Security Film of the Project Manual. Item S-6 Existing Roof Q: Provide information on the type of existing roofing and if under warranty. If under warranty, provide contractor installer information. A: Information to be provided by Owner after awarding a Contract. Item S-7 Section 088723 Safety and Security Film Q: Can 13 mil film be used in lieu of the 15 mil, which has been discontinued? A: 13 mil film equal to Eastman Performance Films, LLumar SCL SR PS13 may be used in lieu of the 15 mil contingent the physical properties meet or exceed the requirements in Section 088723 Safety and Security Film of the Project Manual. Item S-8 Section 312323.33 - Flowable Fill For areas where tunneling occurs, refer to Spec Section 312323.33-Flowable Fill included in this Addendum. It shall become part of the Contract Documents. Item S-9 Hardware Q: In the specifications (087100), Hardware Set #2 which applies to Door 100B appears to be deleted. What hardware set do we use for the pair of doors 100B? A: Omit Hardware Set #2 from Hardware Spec Section 087100 in the Project Manual. The hardware for Door 100B shall be the same as the hardware for Door 101.  

RR

NURSE

OPEN OFFICE

SPRING MEADOWS ELEMENTARY SCHOOLMODERNIZATION & IMPROVEMENTS

(TEXT LINE ITEM)

SCHOOL BOARD MEMBERS CONTRACTOR:

NAME PRESIDENTNAME VICE PRESIDENTNAME SECRETARYNAME TRUSTEENAME TRUSTEENAME TRUSTEENAME TRUSTEE

SUPERINTENDENT

NAME

ARCHITECT:

COMPANY NAMESTREET NAMECITY, STATE, ZIPPHONE NUMBER

COMPANY NAMESTREET NAMECITY, STATE, ZIPPHONE NUMBER

1OVERALL SITE PLAN1" = 30'-0"

AS-100

RG1" = 30'-0"

AL

CIVIL: MOY TARIN RAMIREZENGINEERS, LLC

MEP: MS2 CONSULTINGENGINEERS

STRUCTURAL:CHANIN ENGINEERING, LLC

CONSULTANTS

SPRING MEADOWSELEMENTARY

SCHOOL

MODERNIZATION& IMPROVEMENTS

RFCSP 21-02

SAN ANTONIO,TEXAS

Sheet Title:

SEPT. 3, 2020

Revisions:

Project Number:

Drawn:

Scale:Checked:

Drawing Date:

ACAD File:

19.45

416 STARR STREETCORPUS CHRISTI, TEXS 78401

T 361.884.2661F 361.884.4232

222 E. VAN BUREN, SUITE 102HARLINGEN, TEXAS 78550

T 956.365.4820F 956.365.4822

3700 N. 10TH, SUITE 205McALLEN, TEXAS 78501

T 956.686.0100F 956.622.7313

2CONSTRUCTION PROJECT SIGN1/2" = 1'-0"

19.4

5

SK

-1

A-1

00

9/2

4/2

020

AL

RG

AD

D-2

FLOWABLE FILL 312323.33 - 1

SECTION 312323.33 - FLOWABLE FILL PART 1 - GENERAL 1.1 SUMMARY

A. Section Includes: 1. Flowable Fill, including concrete materials, mixture design and placement procedures.

1.2 DESCRIPTION: A. Furnish and place flowable fill in a fluid condition, that sets within the required time and, after curing, obtains

the desired strength properties as evidenced by the laboratory testing of the specific mix design, at locations shown on the plans or as directed by the Architect//Engineer. This section specifies flowable fill for use as structural fill to remain excavatable using hand tools.

1.3 RELATED WORK: A. Materials testing and inspection during construction: Section 014529, TESTING LABORATORY SERVICES. B. Earthwork, excavation and backfill and compaction requirements: Section 312000, EARTH MOVING.

1.4 DEFINITIONS: A. Flowable fill - Ready-mix Controlled Low Strength Material used as an alternative to compacted soil, and is

also known as controlled density fill, and several other names, some of which are trademark names of material suppliers. Flowable fill (Controlled Low Strength Material) differs from portland cement concrete as it contains a low cementitious content to reduce strength development for possible future removal. Unless specifically approved otherwise, by the Architect/ Engineer, flowable fill shall be designed as a permanent material, not designed for future removal. Design strength for this permanent type flowable fill shall be a compressive strength of 2.1 MPa (300 psi) minimum at 28 days. Chemical admixtures may also be used in flowable fill to modify performance properties of strength, flow, set and permeability.

B. Excavatable Flowable fill – flowable fill designed with a compressive strength that will allow excavation as either machine tool excavatable at compressive strength of 1.5 MPa (200 psi) maximum at 1 year, or hand tool excavatable at compressive strength of 0.7 MPa (100 psi) maximum at 1 year.

1.5 ACTION SUBMITTALS A. Product Data: For each of the following.

1. Flowable Fill. 2. Aggregates. 3. Admixtures:

a. Include limitations of use, including restrictions on cementitious materials, supplementary cementitious materials, air entrainment, aggregates, temperature at time of concrete placement, relative humidity at time of concrete placement, curing conditions, and use of other admixtures.

C. Provide documentation that the admixture supplier has experience of at least one year, with the products being provided and any equipment required to obtain desired performance of the product.

1.6 APPLICABLE PUBLICATIONS: A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in

text by basic designation only. B. American Society for Testing and Materials (ASTM):

D4832-02 .................................... Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders.

C618-03 ...................................... Standard Specifications for Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as Mineral Admixture in Concrete. (Use Fly Ash conforming to the chemical and physical requirements for mineral admixture, Class F listed, including Table 2 (except for Footnote A). Waive the loss on ignition requirement.)

C403/C403M-05 ......................... Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance.

C150-99 Rev.A-04 ...................... Standard Specification for Portland Cement C33-03 ........................................ Standard Specification for Concrete Aggregates C494/C494M-04 ......................... Standard Specification for Chemical Admixtures for Concrete C940 RevA-98 ............................ Standard Specification for Expansion and Bleeding of Freshly Mixed Grouts

for Preplaced – Aggregate Concrete in the Laboratory C. American Concrete Institute (ACI):

SP-150-94 .................................. Controlled Low-Strength Materials

FLOWABLE FILL 312323.33 - 2

1.7 QUALITY ASSURANCE: A. Manufacturer: Flowable fill shall be manufactured by a ready-mix concrete producer with a minimum of 1

year experience in the production of similar products. B. Materials: For each type of material required for the work of this Section, provide primary materials that are

the products of one manufacturer. If not otherwise specified here, materials shall comply with recommendations of ACI 229, “Controlled Low Strength Materials.”

1.8 DELIVERY, STORAGE, AND HANDLING: A. Deliver and handle all products and equipment required, in strict compliance with manufacturer’s

recommendations. Protect from damage due to weather, excessive temperatures, and construction operations.

1.9 PROJECT CONDITIONS: A. Perform installation of flowable fill when existing and forecasted weather conditions are within the limits

established by the manufacturer of the materials and products used. PART 2 - PRODUCTS 2.1 MATERIALS:

A. Provide flowable fill containing, at a minimum, cementitious materials and water. Cementitious materials shall be portland cement, pozzolanic materials, or other self-cementing materials, or combinations thereof, at the contractor’s option. The flowable fill mix design may also contain, fine aggregate or filler, and/or chemical admixtures in any proportions such that the final product meets the strength, flow consistency and shrinkage requirements included in this specification, as approved by the Architect/Engineer. 1. Portland Cement: ASTM C150, Type 1 or Type 2, 2. Mixing Water: Fresh, clean, and potable. 3. Air-Entraining Admixture: ASTM C260. 4. Chemical Admixtures: ASTM C494. 5. Aggregate: ASTM C33.

2.2 FLOWABLE FILL MIXTURE: A. Mix design shall produce a consistency that will result in a flowable product at the time of placement which

does not require manual means to move it into place. B. Flowable fill shall have a minimum strength of 2.1 MPa (300 psi) according to ASTM C39 at 28 days after

placement. C. Flowable fill shall have minimal subsidence and bleed water shrinkage. Evaporation of bleed water shall not

result in shrinkage of more than 10.4 mm per m (1/8 inch per foot) of flowable fill depth (for mixes containing high fly ash content). Measurement of a Final Bleeding shall be as measured in Section 10 of ASTM C 940 “Standard Test Method for Expansion and Bleeding of Freshly Mixed Grouts for Preplaced-Aggregate Concrete in the Laboratory.

D. Flowable fill shall have a unit weight of 1500 - 1900 kg/m3(90 - 115 lbs/feet3) measured at the point of placement after a 60 minute ready-mix truck ride. In the absence of strength data, the cementitious content shall be a maximum of 90 kg/m3 (150 lbs/cy).

E. Flowable fill shall have an in-place yield of a maximum of 110% of design yield for removable types at 1 year. F. Provide equipment as recommended by the Manufacturer and comply with manufacturer’s recommendations

for the addition of additives, whether at the production plant or prior to placement at the site. PART 3 - EXECUTION 3.1 EXAMINATION:

A. Examine conditions of substrates and other conditions under which work is to be performed and notify Architect// Engineer, in writing, of circumstances detrimental to the proper completion of the work. Do not proceed until unsatisfactory conditions are corrected.

3.2 APPLICATION OF FLOWABLE FILL: A. Secure pipes and other items to be encased in flowable fill. Ensure that there are no exposed metallic pipes,

conduits, or other items that will be in contact with the flowable fill after placement. If so, apply manufacturers recommended coating to protect metallic objects before placing the flowable fill.

3.3 PROTECTION AND CURING: A. Protect exposed surfaces of flowable fill from premature drying, wash by rain or running water, wind,

mechanical injury, and excessively hot or cold temperature. END OF SECTION

Q:\32819.00 JISD - Spring Meadows ES\Addenda\Addendum #2 9-21-2020\Addendum 2 9-24-2020.docx

8200 W Interstate 10, Suite 312, San Antonio, Texas 78230Phone: 210 736-4265 Texas Firm Reg. No. F-465

www.ms2-inc.com

ADDENDUM

ADDENDUM: 02

DATE: September 24, 2020

PROJECT: JISD – Spring Meadows ES

PROJECT NO.: 32819.00

GENERAL CONTRACTOR QUESTIONSItem 1. Is Simplex the required Fire Alarm vendor?

A) The existing system is Simplex and all existing fire alarm devices within scope of work shall be removed and salvaged for re-installation. Any new fire alarm devices required shall be Simplex, there shall be no hybrid systems.

Item 2. Are there any required vendors? (Roofing, Fire Alarm, Fire Suppression, Controls, Etc)?A) Simplex is required for any new fire alarm devices.

Item 3. Do we need to include any allowances or unit rates for fire alarm devices?A) None are currently shown. Existing fire alarm system is to remain.

All fire alarm devices are to be salvaged for re-use. Refer to fire alarm drawings for new locations and any new devices if needed.

Item 4. Is there a required HVAC controls vendor?A) Existing controls are Andover controls.

Item 5. Plz provide information of the install or servicing contractor for the existing: public address; communications; access control; fire alarm and fire sprinkler and building automation systems.A) Dukane PAB) -C) -D) Simplex fire Alarm.E) Andover Building Controls

SPECIFICATIONSMECHANICAL:Item 1. Section 230923 – Direct Digital Control System:

A) Specification Section deleted from Mechanical Index.

DRAWINGSMECHANICAL:Item 1. Sheet M2.1 – MECHANICAL PLAN - ALTERNATES:

A) Edited Keyed Note 3.

2

Item 2. Sheet M2.2 – MECHANICAL PLAN - ALTERNATES:A) Edited Keyed Note 3.

ELECTRICAL:Item 1. Sheet E3.1 – Power Plan – Base Bid:

A) Added GFI tags to receptacles.B) Removed restroom exhaust fan controller.

Item 2. Sheet EF3.1 – Fire Alarm Plan – Base Bid:A) Added fire alarm plan EF3.1.

Item 2. Sheet EF3.2 – Fire Alarm Plan – Alternate Plans:A) Added fire alarm plan EF3.2.

PLUMBING:Item 1. Sheet DP1.2 – Alternate Plumbing Demolition Plan:

A) Revised plumbing keyed notes.B) Revised scope of work at the Annex restrooms.

Item 2. Sheet P3.4 – Plumbing Plan – Alternate Bid:A) Revised plumbing keyed notes.B) Revised scope of work at the Annex restrooms.C) Saw-cutting the floor In-lieu of Tunneling.

Item 3. Sheet P5.1 – Plumbing Riser Diagrams:A) Added plumbing riser diagrams for the Alternate #3.

END OF NARRATIVE

MEP: MS2 CONSULTING

ENGINEERS

STRUCTURAL:

CHANIN ENGINEERING, LLC

CONSULTANTS

JUDSONINDEPENDENT

SCHOOLDISTRICT

SPRING MEADOWSELEMENTARY

SCHOOL -MODERNIZATION &

IMPROVEMENTSRFCSP 21-02

SAN ANTONIO,TEXAS

Sheet Title:

AUG 28, 2020

Revisions:

Project Number:

Drawn:

Scale:

Checked:

Drawing Date:

ACAD File:

19.45

416 STARR STREETCORPUS CHRISTI, TEXS 78401

T 361.884.2661F 361.884.4232

222 E. VAN BUREN, SUITE 102HARLINGEN, TEXAS 78550

T 956.365.4820F 956.365.4822

3700 N. 10TH, SUITE 205McALLEN, TEXAS 78501

T 956.686.0100F 956.622.7313

Ph: 210 736-4265 Fx: 210 462-4907

San Antonio, Texas 78230

8200 IH-10 West, Suite 312

Texas Registration No. F-465

100%CDSet

M2.1

MECHANICAL

PLAN -

SA

IV

1/4" = 1'-0"

ALTERNATES

MEP: MS2 CONSULTING

ENGINEERS

STRUCTURAL:

CHANIN ENGINEERING, LLC

CONSULTANTS

JUDSONINDEPENDENT

SCHOOLDISTRICT

SPRING MEADOWSELEMENTARY

SCHOOL -MODERNIZATION &

IMPROVEMENTSRFCSP 21-02

SAN ANTONIO,TEXAS

Sheet Title:

AUG 28, 2020

Revisions:

Project Number:

Drawn:

Scale:

Checked:

Drawing Date:

ACAD File:

19.45

416 STARR STREETCORPUS CHRISTI, TEXS 78401

T 361.884.2661F 361.884.4232

222 E. VAN BUREN, SUITE 102HARLINGEN, TEXAS 78550

T 956.365.4820F 956.365.4822

3700 N. 10TH, SUITE 205McALLEN, TEXAS 78501

T 956.686.0100F 956.622.7313

Ph: 210 736-4265 Fx: 210 462-4907

San Antonio, Texas 78230

8200 IH-10 West, Suite 312

Texas Registration No. F-465

100%CDSet

M2.2

MECHANICAL

PLAN -

SA

IV

1/4" = 1'-0"

ALTERNATES

MEP: MS2 CONSULTING

ENGINEERS

STRUCTURAL:

CHANIN ENGINEERING, LLC

CONSULTANTS

JUDSONINDEPENDENT

SCHOOLDISTRICT

SPRING MEADOWSELEMENTARY

SCHOOL -MODERNIZATION &

IMPROVEMENTSRFCSP 21-02

SAN ANTONIO,TEXAS

Sheet Title:

AUG 28, 2020

Revisions:

Project Number:

Drawn:

Scale:

Checked:

Drawing Date:

ACAD File:

19.45

416 STARR STREETCORPUS CHRISTI, TEXS 78401

T 361.884.2661F 361.884.4232

222 E. VAN BUREN, SUITE 102HARLINGEN, TEXAS 78550

T 956.365.4820F 956.365.4822

3700 N. 10TH, SUITE 205McALLEN, TEXAS 78501

T 956.686.0100F 956.622.7313

Ph: 210 736-4265 Fx: 210 462-4907

San Antonio, Texas 78230

8200 IH-10 West, Suite 312

Texas Registration No. F-465

100%CDSet

E3.1

DA

PH

1/4" = 1'-0"

BASE BID

POWER PLAN

MEP: MS2 CONSULTING

ENGINEERS

STRUCTURAL:

CHANIN ENGINEERING, LLC

CONSULTANTS

JUDSONINDEPENDENT

SCHOOLDISTRICT

SPRING MEADOWSELEMENTARY

SCHOOL -MODERNIZATION &

IMPROVEMENTSRFCSP 21-02

SAN ANTONIO,TEXAS

Sheet Title:

AUG 28, 2020

Revisions:

Project Number:

Drawn:

Scale:

Checked:

Drawing Date:

ACAD File:

19.45

416 STARR STREETCORPUS CHRISTI, TEXS 78401

T 361.884.2661F 361.884.4232

222 E. VAN BUREN, SUITE 102HARLINGEN, TEXAS 78550

T 956.365.4820F 956.365.4822

3700 N. 10TH, SUITE 205McALLEN, TEXAS 78501

T 956.686.0100F 956.622.7313

Ph: 210 736-4265 Fx: 210 462-4907

San Antonio, Texas 78230

8200 IH-10 West, Suite 312

Texas Registration No. F-465

100%CDSet

EF3.1

DA

PH

1/4" = 1'-0"

BASE BID

FIRE ALARM PLAN

MEP: MS2 CONSULTING

ENGINEERS

STRUCTURAL:

CHANIN ENGINEERING, LLC

CONSULTANTS

JUDSONINDEPENDENT

SCHOOLDISTRICT

SPRING MEADOWSELEMENTARY

SCHOOL -MODERNIZATION &

IMPROVEMENTSRFCSP 21-02

SAN ANTONIO,TEXAS

Sheet Title:

AUG 28, 2020

Revisions:

Project Number:

Drawn:

Scale:

Checked:

Drawing Date:

ACAD File:

19.45

416 STARR STREETCORPUS CHRISTI, TEXS 78401

T 361.884.2661F 361.884.4232

222 E. VAN BUREN, SUITE 102HARLINGEN, TEXAS 78550

T 956.365.4820F 956.365.4822

3700 N. 10TH, SUITE 205McALLEN, TEXAS 78501

T 956.686.0100F 956.622.7313

Ph: 210 736-4265 Fx: 210 462-4907

San Antonio, Texas 78230

8200 IH-10 West, Suite 312

Texas Registration No. F-465

100%CDSet

EF3.2

DA

PH

1/4" = 1'-0"

ALTERNATES

FIRE ALARM PLAN

RR

NURSE

OPEN OFFICE

A. CONTRACTOR SHALL SAWCUT EXISTING SLAB AS

REQUIRED TO INSTALL NEW WASTE PIPING BELOW FLOOR

AND SHALL PATCH ALL CUTS TO MATCH EXISTING. UNDER

NO CIRCUMSTANCES SHALL ANY EXISTING STRUCTURAL

MEMBERS BE CUT THRU WITHOUT THE EXPRESSED

WRITTEN APPROVAL OF A REGISTERED STRUCTURAL

ENGINEER THAT PRACTICES IN THE STATE OF TEXAS.

DP1.2

PLUMBING

DEMOLITION

IM

IV

1/4" = 1'-0"

PLAN

MEP: MS2 CONSULTING

ENGINEERS

STRUCTURAL:

CHANIN ENGINEERING, LLC

CONSULTANTS

JUDSONINDEPENDENT

SCHOOLDISTRICT

SPRING MEADOWSELEMENTARY

SCHOOL -MODERNIZATION &

IMPROVEMENTSRFCSP 21-02

Sheet Title:

AUG 28, 2020

Revisions:

Project Number:

Drawn:

Scale:

Checked:

Drawing Date:

ACAD File:

19.45

416 STARR STREETCORPUS CHRISTI, TEXS 78401

T 361.884.2661F 361.884.4232

222 E. VAN BUREN, SUITE 102HARLINGEN, TEXAS 78550

T 956.365.4820F 956.365.4822

3700 N. 10TH, SUITE 205McALLEN, TEXAS 78501

T 956.686.0100F 956.622.7313

Ph: 210 736-4265 Fx: 210 462-4907

San Antonio, Texas 78230

8200 IH-10 West, Suite 312

Texas Registration No. F-465

100%CDSet

ALTERNATIVE

SAN ANTONIO,TEXAS

P-4

P-1

P-1A

P-2A

P-2A

P-2A

P-2B

P-3

P-3

P-3

P-3

P-3A

P-1

P-1A

P-2A

P-2A

P-2B

P-1

P-6

P-6

P-6

P-6

P-6 P-6

P-6

P-3A

P-1A

P-1A

P-1

P-1

P-1

P-1

P-1

P-3

P-6

P-1

P-2A

P-2B

P-2A

HB

P-2B

P-2A

P-2A

HB

P-1A

P-2B

P-1A

P-2B

MEP: MS2 CONSULTING

ENGINEERS

STRUCTURAL:

CHANIN ENGINEERING, LLC

CONSULTANTS

JUDSONINDEPENDENT

SCHOOLDISTRICT

SPRING MEADOWSELEMENTARY

SCHOOL -MODERNIZATION &

IMPROVEMENTSRFCSP 21-02

SAN ANTONIO,TEXAS

Sheet Title:

AUG 28, 2020

Revisions:

Project Number:

Drawn:

Scale:

Checked:

Drawing Date:

ACAD File:

19.45

416 STARR STREETCORPUS CHRISTI, TEXS 78401

T 361.884.2661F 361.884.4232

222 E. VAN BUREN, SUITE 102HARLINGEN, TEXAS 78550

T 956.365.4820F 956.365.4822

3700 N. 10TH, SUITE 205McALLEN, TEXAS 78501

T 956.686.0100F 956.622.7313

Ph: 210 736-4265 Fx: 210 462-4907

San Antonio, Texas 78230

8200 IH-10 West, Suite 312

Texas Registration No. F-465

100%CDSet

P3.4

PLUMBING

P3.4

PLUMBING

PLAN

IM

PH

1/4" = 1'-0"

ALTERNATE BID

P-1A

P-1A

P-1A

P-1A

P-1BP-2B

P-2A

P-1A

P-1A

P-1A

P-1A

P-1B

P

-

7

2

"

P

-

7

2

"

P-1A

P-1

P-1

P-3

P-3

P-3

P-3A

P-2A

P-2A

P-2A

P-2B

P-1

P-1

P-6

P-2A

P-2A

P-2A

P-2B

P-1

P-1A

P-2A

P-2A

HB

P-6

P-1

P-2B

P-2A

P-2A

P-2A

HB

P

-

1

P

-

1

C

P

-

3

P

-

1

P

-

1

C

P

-

1

C

P

-

1

C

P

-

1

C

P

-

7

2

"

P

-

7

2

"

P

-

2

B

P

-

2

A

P

-

2

A

P

-

2

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MEP: MS2 CONSULTING

ENGINEERS

STRUCTURAL:

CHANIN ENGINEERING, LLC

CONSULTANTS

JUDSONINDEPENDENT

SCHOOLDISTRICT

SPRING MEADOWSELEMENTARY

SCHOOL -MODERNIZATION &

IMPROVEMENTSRFCSP 21-02

SAN ANTONIO,TEXAS

Sheet Title:

AUG 28, 2020

Revisions:

Project Number:

Drawn:

Scale:

Checked:

Drawing Date:

ACAD File:

19.45

416 STARR STREETCORPUS CHRISTI, TEXS 78401

T 361.884.2661F 361.884.4232

222 E. VAN BUREN, SUITE 102HARLINGEN, TEXAS 78550

T 956.365.4820F 956.365.4822

3700 N. 10TH, SUITE 205McALLEN, TEXAS 78501

T 956.686.0100F 956.622.7313

Ph: 210 736-4265 Fx: 210 462-4907

San Antonio, Texas 78230

8200 IH-10 West, Suite 312

Texas Registration No. F-465

100%CDSet

P5.1P5.1

RISER

DIAGRAMS

IM

PH

1/4" = 1'-0"

PLUMBING

8200 IH-10 West, Suite 103 • San Antonio, Texas 78230

4425 South Mopac, Building IV, Suite 800 • Austin, Texas 78735

322 Longview Drive • Sugarland, Texas 77478

Date: September 24, 2020 To: GIGNAC ARCHITECTS

416 Starr St. Corpus Christi, TX 78401

Addendum #2 RFI Responses: Project: RFCSP #21-02 - Spring Meadows Elementary School-Modernization & Improvements Question #1: 1. Specifications section 281300 Part 3 - Execution > 3.4 System Requirements > A. General - 2. ...'devices associated with the installation shall have the latest firmware'. B. Access Control System (ACS) Software - 1. Application / Client Workstation Software a. The ACS software shall be installed as the most current version; contractor shall coordinate with owner prior to the upgrade/install to identify and evaluate any software conflicts. Conflicts shall be brought to the attention of the design team prior to bidding via Request for Information (RFI). Upon inquiry we understand that the AC Software Management Agreement for Spring Meadows ES expired in July. Per the Specifications above we are bringing this to the Designs Teams attention. COMBS Response: The manufacturer states that the Software Management Agreement (SMA) has been ordered and extended for three (3) years. Question #2: There is conflicting info in the T-Drawings and specification. T3.0 Note 11 states that the patch panel is to be a 2RU 48 Port Cat6 Rack Mounted Patch Panel, however, Sec. 271000, Part 2, paragraph 2.01.B.1.a. calls out part number UDX48E1U which is a 1U 48 Port Cat6 Rack Mounted Patch Panel. Which one do they want? Also, Keyed Note 1 on TD1.0 states that "it is the contractor's responsibility to schedule and perform a detailed site visit prior to bib proposal and performance so that all requirements are understood" Is there anyway to schedule a site visit specific to the MDF and the rooms affected above? COMBS Response: 1. UDX48E1U is the correct patch panel. 2. Contractor shall coordinate with Architect/Owner for site visit.

8200 IH-10 West, Suite 103 • San Antonio, Texas 78230

4425 South Mopac, Building IV, Suite 800 • Austin, Texas 78735

322 Longview Drive • Sugarland, Texas 77478

Question #3: Plz provide information of the install or servicing contractor for the existing a). public address b). communications, c). access control, d). fire alarm and e). fire sprinkler and building automation systems. COMBS Response: Contractor shall coordinate with appropriate specified manufacturer to obtain a list of qualified vendors.

Thank you, Joel Morales Security Studio COMBS Consulting Group