713.487.3400 Energyarch.com 2777 Allen Parkway, Suite 460 Houston, TX 77019

Addendum 01 1/1 RELLIS Administration Complex Extension 1555 Ave D Bryan, TX 77807 Energy Architecture Project #: 19114 Date: 18 January 2021 This addendum issued pursuant to Article 1.1.1 of the AIA General Conditions of the Contract for Construction (A201) in connection with the revisions of Permit Documents dated 01/04/2021 which have been previously issued. This document shall become attached to and part of the Construction Documents for the above mentioned project, as though it had been issued at the same time and incorporated integrally therewith. DOCUMENTS: BID Request For Information - Responses SPECIFICATIONS: 00 21 00 – Competitive Sealed Proposals • Remove “Day 2” from Paragraph 5.2.3

01 25 00 – Substitution Procedures • Substitution Request Forms DRAWINGS: A-001 – ASSEMBLY AND PARTITION TYPES • Added ROOF-1 Detail A-102 – MEZZANINE FLOOR PLAN • Note 15 has been updated to remove overlapping notes End of Addendum 01

01/18/2021

713.487.3400 Energyarch.com 2777 Allen Parkway, Suite 460 Houston, TX 77019

BID REQUEST FOR INFORMATION – ADDENDUM 1 1/2 RELLIS Administration Complex Extension 1555 Ave D Bryan, TX 77807 Energy Architecture Project #: 19114 Date: 18 January 2021 BID QUESTIONS:

1. Section 01 91 00 references Special Procedure – LEED Certification. Please confirm LEED certification is not required. Response: LEED certification is not required on this project.

2. Section 12 24 00 only lists Lutron as the shade manufacturer. Is Hunter Douglass an acceptable manufacturer also? If so, please provide an acceptable window shade management system for the alternate for Hunter Douglas. Response: Refer to specification section 01 25 00 Substitution Procedures for any substitutions to be reviewed by Design Team. Please use attached Substitution Request form.

3. Specifications for the rubber base and static dissipative floor tile is not provided. Please advise. Response: Refer to drawing A-105 for rubber base and dissipative floor tile manufacturer, types, and sizes.

4. Substitution Request: Window Systems - Sierra Pacific Windows Response: GENERAL NOTE: Bidders to price specified products included in bid documents. Qualified substitutions are to be priced as a voluntary alternate to be reviewed after bid date. Refer to specification section 01 25 00 Substitution Procedures for any substitutions to be reviewed by Design Team. Please use attached Substitution Request form.

5. Substitution Request: Air Barrier – Dörken Systems, Inc. Response: GENERAL NOTE: Bidders to price specified products included in bid documents. Qualified substitutions are to be priced as a voluntary alternate to be reviewed after bid date. Refer to specification section 01 25 00 Substitution Procedures for any substitutions to be reviewed by Design Team. Please use attached Substitution Request form.

6. Remove “Day 2” from Paragraph 5.2.3 of Section 00 21 00 – Competitive Sealed Proposals.

7. Confirm UPS Panels are required for the BAS on this project per 23 09 00 1.2.N? UES’s previous communication was that if there is no backup power, UPSes are not required.

2/2

2 | 2

Response: Confirmed, UPS Panels are not required because the building does not have backup power.

8. IR2 lists a flow meter requirement. Typically this flow meter is provided by BAS and is to be by the manufacturers listed in 23 09 00. Please confirm if the BAS contractor is to provide the flow meter and if by a manufacturer listed in 23 09 00. Response: Confirmed, BAS Contractor to provide flow meter per spec.

9. IR2 lists a flow meter requirement. Is the flow to be monitored and on graphics of the BAS front end? Response: Yes, flow shall be monitored on the BAS front end.

10. P1.1 Keyed Note 2 lists a 2” flow meter for domestic water. Is the BAS contractor to provide this scope as it is typical at TAMU? Response: Yes, BAS to provide flow meter for domestic water. Refer to P1.1 Note 14 for flow meter spec

11. P1.1 Keyed Note 2 lists a 2” flow meter for domestic water? Is the flow to be monitored and on the graphics of the BAS front end? Response: Yes, flow shall be monitored on BAS front end.

2777 Allen Parkway, Suite 460Houston, TX 77019713.487.3400www.energyarch.com

ASSEMBLY ANDPARTITION TYPES

A-001

RELL

IS A

dmin

istra

tion

Com

plex

Ext

ensio

nRE

LLIS

Cam

pus

1555

Ave

DBr

yan,

TX 7

7807

EA PROJECT NUMBER: 19114

REV DATE DESCRIPTION

NOT FORREGULATORYAPPROVAL,

PERMITTING ORCONSTRUCTION

0 01/04/2021 ISSUED FOR CONSTRUCTION

ARCHITECT : BRIAN TODD ARENZLICENSE #: 18478

5/8" THICK FIBER-CEMENT LAP SIDINGASPHALT SHINGLES

ICE & WATER BARRIER

81/4" THICK STRUCTURAL INSULATED PANEL, RE: STRUCT

GALVANIZED STEEL FURRING CHANNELS@ 24" O.C., RE: STRUCT

FIBERGLASS REINFORCED PLASTIC "Z" GIRTS @ 16" O.C.

MINERAL WOOL INSULATION

AIR BARRIER

PRESSURE TREATED PLYWOOD

CFMF, RE: STRUCT

THERMAL BATT INSULATION

GYP BOARD OR WOOD PANELING, RE: INTERIOR ELEVATIONS

5/8" THICK FIBER-CEMENT LAP SIDING

FIBERGLASS REINFORCED PLASTIC "Z" GIRTS @ 16" O.C.

AIR BARRIER

PRESSURE TREATED PLYWOOD

CFMF, RE: STRUCT

GYP BOARD

GALVANIZED STEEL FURRING CHANNELS@ 24" O.C., RE: STRUCT

10 3/4"

1 5/16"

7/8" 1 1/2"7/16"

6"5/8"

10 3/4"

1 5/16"

7/8" 1 1/2"7/16"

6"5/8"

1

2

4

1

3

5

6

2

1

3

1

2

3

3

2

3

4

5

6

9

7

8

8

9

1

2

4

1

3

5

6

2

3

4

5

7

7

7

EXTERIOR WALL ASSEMBLIESEXTERIOR WALL ASSEMBLIES

6.5"

12"

EXTERIOR WALL ASSEMBLIES

XWA-1ROOF-1 XWA-2

6

45° MAX

PARTITION GENERAL NOTES

3. REFER TO FLOOR PLANS FOR LOCATION AND EXTENTS OF PARTITIONS. PARTITION TYPES ARE INDICATED WITH THE SYMBOL DESCRIBED

BELOW:

C3INS

PARTITION TYPE:REFER TO DETAILS ON THIS SHEET

FRAMING MEMBER SIZE NUMBER

ACOUSTIC INSUL DESIGNATION

2. REFER TO SPECIFICATIONS FOR ADDITIONAL REFERENCE STANDARDS,PRODUCT INFORMATION, AND EXECUTION REQUIREMENTS.

1. AT CONDITIONS WHERE A PARTITION EXCEEDS THE LIMITING HEIGHTLISTED FOR THAT TYPE, REDUCE STUD SPACING OR PROVIDE HEAVIERGAUGE FRAMING MEMBERS PER TABLE BELOW, OR APPLICABLE LOCALCODES, WHICHEVER IS MORE STRINGENT.

ALTERNATELY, PROVIDE DIAGONAL BRACING TO STRUCTURE AT ORBELOW THE LIMITING HEIGHT, PER PARTITION ATTACHMENT DETAILS.

2. L/240 AND L/360 VALUES ARE FOR 5 PSF LATERAL LOAD. VERIFY AND

COMPLY WITH LOCAL CODE REQUIREMENTS.

3. TYPICAL ALLOWABLE DEFLECTION DESIGN CRITERIA RATIO IS L/240.USE L/360 WHERE BRITTLE FINISHES WILL BE APPLIED SUCH ASPLASTER OR TILE.

4. TABLE VALUES ARE FROM SSMA (STEEL STUD MANUFACTURERSASSOCIATION) TECHNICAL GUIDE (EFFECTIVE 9/5/2014) COMPLYINGWITH 2009 AND 2012 IBC, AND ARE PROVIDED FOR REFERENCE ONLY.VERIFY AND COMPLY WITH LOCAL CODE REQUIREMENTS.

4. NOT ALL PARTITION TYPES INDICATED ON THIS SHEET MAY BE USEDON THIS SPECIFIC PHASE OF THE PROJECT.

1. PROVIDE COMPLETE CONSTRUCTION ASSEMBLIES COMPLYING WITHAPPLICABLE LOCAL CODES, ASTM C645, ASTM C754, AND OTHERSTANDARDS AS REFERENCED BY THE CONTRACT DOCUMENTS.

NON-COMPOSITEFULLY BRACED

≤ Lu

≤ Lu

≤ Lu

BRACING SPACING ABOVEGYP BOARD IS LESS THAN Lu

UNBRACED LENGTHLESS THAN Lu

COMPOSITE

GYP BOARD FULLHEIGHT BOTH SIDES

NON-COMPOSITEBRACED @ 48" O.C.

48" O

.C. M

AX

GYP BOARD FULLHEIGHT ONE SIDE

LIMITING HEIGHTS

212CH25-18 24 10' 7" 9' 4" 400CH25-18 24 14' 5" 12' 9" 600CH20-34 24 15' 2" 14' 8"

212CH25-18 24 11' 2" 9' 10" 400CH25-18 24 15' 7" 13' 11" 600CH20-34 24 21' 9" 20' 0"

SHAFT WALL - 1 HR

SHAFT WALL - 2 HR

5. IDENTIFY FIRE AND SMOKE PARTITIONS WITHIN ACCESSIBLECONCEALED SPACES PER APPLICABLE LOCAL CODES.

SECTION SP L/240 L/360 L/240 L/360 L/240 L/360 Lu (in)FRAMING MEMBER

162S125-18 12 11' 1" 9' 10" 7' 10" 6' 11" 7' 8" 6' 8" (1 5/8") 16 10' 1" 8' 11" 7' 1" 6' 3" 6' 11" 6' 1" 29.0 24 8' 9" 7' 9" 5' 11" 5' 5" 6' 1" 5' 4"162S125-27 12 11' 8" 10' 2" 9' 0" 7' 10" 8' 11" 7' 10" 16 10' 7" 9' 1" 8' 2" 7' 2" 8' 2" 7' 1" 29.1 24 9' 1" -- 7' 1" 6' 3" 7' 1" 6' 3"162S125-30 12 11' 10" 10' 4" 9' 3" 8'1" 9' 3" 8' 1" 16 10' 9" 9' 4" 8' 5" 7' 4" 8' 5" 7' 4" 29.2 24 9' 4" 7' 11" 7' 4" 6' 5" 7' 4" 6' 5"250S125-18 12 14' 2" 12' 9" 10' 9" 9' 6" 10' 6" 9' 2" (2 1/2") 16 12' 10" 11' 7" 9' 8" 8' 7" 9' 7" 8' 4" 29.0 24 11' 3" 10' 2" 8' 2" 7' 6" 8' 3" 7' 4"250S125-27 12 15' 4" 13' 9" 12' 5" 10' 10" 12' 4" 10' 10" 16 13' 11" 12' 5" 11' 3" 9' 11" 11' 3" 9' 10" 28.9 24 12' 2" 10' 11" 9' 10" 8' 7" 9' 10" 8' 7"

362S125-18 12 16' 8" 14' 7" 13' 1" 12' 7" 14' 0" 12' 6" (3 5/8") 16 15' 2" 13' 3" 11' 4" 11' 4" 12' 2" 11' 4" 28.8 24 13' 2" 11' 6" 9' 3" 9' 3" 9' 11" 9' 11"

250S125-30 12 15' 10" 14' 1" 12' 10" 11' 3" 12' 9" 11' 2" 16 14' 5" 12' 10" 11' 8" 10' 2" 11' 7" 10' 2" 28.9 24 12' 7" 11' 2" 10' 2" 8' 11" 10' 2" 8' 10"

362S125-27 12 18'-2" 15'-10" 16' 6" 14' 6" 16' 6" 14' 5" 16 16'-6" 14'-5" 15' 0" 13' 2" 15' 0" 13' 1" 28.6 24 14'-5" 12'-6" 12' 5" 11' 5" 13' 1" 11' 5"362S125-30 12 18' 3" 16' 4" 17' 1" 14' 11" 17' 0" 14' 10" 16 16' 7" 14' 10" 15' 6" 13' 7" 15' 6" 13' 6" 28.6 24 14' 6" 12' 11" 13' 4" 11' 10" 13' 6" 11' 10"400S125-18 12 17' 6" 15' 4" 13' 9" 13' 7" 14' 9" 13' 6" (4") 16 15' 11" 13' 11" 11' 11" 11' 11" 12' 10" 12' 3" 28.7 24 13' 8" 12' 2" 9' 9" 9' 9" 10' 5" 10' 5"400S125-27 12 19' 5" 17' 0" 17' 10" 15' 8" 17' 10" 15' 7" 16 17' 8" 15' 5" 16' 1" 14' 2" 16' 2" 14' 2" 28.5 24 15' 5" 13' 6" 13' 1" 12' 4" 14' 1" 12' 4"400S125-30 12 19' 5" 17' 0" 18' 5" 16' 2" 18' 5" 16' 1" 16 17' 8" 15' 5" 16' 9" 14' 8" 16' 8" 14' 7" 28.5 24 15' 5" 13' 6" 14' 1" 12' 10" 14' 7" 12' 9"600S125-18 12 22' 9" 19' 11" (6") 16 20' 1" 18' 1" 24 16' 4" 15' 10"600S125-27 12 26' 9" 23' 5" 24' 5" 21' 6" 24' 4" 21' 3" 16 24' 4" 21' 3" 21' 5" 19' 6" 21' 6" 19' 4" 27.7 24 21' 3" 18' 7" 17' 6" 17' 0" 17' 7 16' 10"600S125-30 12 27' 1" 23' 8" 25' 4" 22' 4" 25' 2" 22' 0" 16 24' 7" 21' 6" 23' 0" 20' 3" 22' 11" 20' 0" 27.6 24 21' 6" 18' 9" 18' 10" 17' 7" 18' 11" 17' 6"

COMPOSITE

NON-COMPOSITE

BRACED @ 48"

NON-COMPOSITE

FULLY BRACED

PARTITION LIMITING HEIGHTS TABLE

AS

FULL DEPTH ACOUSTIC BATT INSULATIONAND CONT ACOUSTICAL SEALANT BOTHSIDES AT STRUCTURE AND FLOORWHERE DESIGNATED 'INS'

TYPE FRAMING MEMBER PARTITION WIDTH STC (INSULATED)AS6

PLAN

FLOOR

CEILING

STRUCTURE

MIN. 16 GAUGE METAL STUDS AT 16" O.C. MAX. TO UNDERSIDEOF STRUCTURE WITH ONE LAYER OF 7/16" PLYWOODSHEATHING AND ONE LAYER OF 5/8" GYP BOARD EACH SIDE

RE: STRUCT (6") 7 11/16" 43 (48)

LIMITING HEIGHTS: RE: STRUCT

BTYPE FRAMING MEMBER PARTITION WIDTH STC (INSULATED)

LIMITING HEIGHTS: USE COMPOSITE VALUES

B2B3B4B6

PLAN

FLOOR

CEILING

STRUCTURE

250S125-18 (2 1/2")362S125-18 (3 5/8")400S125-18 (4")600S125-18 (6")

3 3/4"4 7/8"5 1/4"7 1/4"

38 (45)43 (48)43 (48)43 (48)

MIN. 18 MIL (25 GAUGE) METAL STUDS AT 16" O.C. MAX.TO 6" ABOVE CEILING WITHONE LAYER OF 5/8" GYPSUM BOARD EACH SIDE

MIN 18 MIL (25 GAUGE) RIGID BRACE ATMAX 8'-0" O.C. AT ALTERNATE SIDES.A PERPENDICULAR INTERSECTING WALLMAY SUBSTITUTE FOR A RIGID BRACE.

JTYPE FRAMING MEMBER PARTITION WIDTH STC (INSULATED)J

PLAN

FLOOR

CEILING

STRUCTURE

087F125-18 (7/8") 1 1/2" N/A

7/8" MTL FURRING CHANNELS AT 24" O.C. TO 6" ABOVE CEILINGANCHORED TO SUBSTRATE WITHONE LAYER OF 5/8" GYPSUM BOARD ON FINISHED SIDEN

TYPE FRAMING MEMBER PARTITION WIDTH STC (INSULATED)N2N3N4N6

PLAN

FLOOR

CEILING

STRUCTURE

250S125-18 (2 1/2")362S125-18 (3 5/8")400S125-18 (4")600S125-27 (6")

3 1/8"4 1/4"4 5/8"6 5/8"

N/A

MIN. 18 MIL (25 GAUGE) METAL STUDS AT 16" O.C. MAX.TO UNDERSIDE OF STRUCTURE WITHONE LAYER OF 5/8" GYPSUM BOARD FINISHED SIDE

BRIDGING AT 48" O.C. MAX

LIMITING HEIGHTS: USE NON-COMPOSITE BRACED AT 48" VALUES

A

FULL DEPTH ACOUSTIC BATT INSULATIONAND CONT ACOUSTICAL SEALANT BOTHSIDES AT STRUCTURE AND FLOORWHERE DESIGNATED 'INS'

TYPE FRAMING MEMBER PARTITION WIDTH STC (INSULATED)A2A3A4A6

PLAN

FLOOR

CEILING

STRUCTURE

MIN. 25 GAUGE METAL STUDS AT 16" O.C. MAX.TO UNDERSIDE OF STRUCTURE WITHONE LAYER OF 5/8" GYP BOARD EACH SIDE

250S125-18 (2 1/2")362S125-18 (3 5/8")400S125-18 (4")600S125-18 (6")

3 3/4"4 7/8"5 1/4"7 1/4"

38 (45)43 (48)43 (48)43 (48)

LIMITING HEIGHTS: USE COMPOSITE VALUES

1 01/18/2021 ADDENDUM 01

1

01/18/2021

2777 Allen Parkway, Suite 460Houston, TX 77019713.487.3400www.energyarch.com

MEZZANINE FLOOR PLAN

A-102

RELL

IS A

dmin

istra

tion

Com

plex

Ext

ensio

nRE

LLIS

Cam

pus

1555

Ave

DBr

yan,

TX 7

7807

EA PROJECT NUMBER: 19114

REV DATE DESCRIPTION

NOT FORREGULATORYAPPROVAL,

PERMITTING ORCONSTRUCTION

0 01/04/2021 ISSUED FOR CONSTRUCTION

ARCHITECT : BRIAN TODD ARENZLICENSE #: 18478

C2/A

-302

C2/A

-302

A2/A

-553

A3

INS

A3 INS

A6 INS

37'-1

"

3'-0"

4'-7"

6 5/8"

12'-1

"2'-

9 3/4"

2'-9 1

/8"

5

5

3

9

PLUMBING / HVACCHASE

N3 INS

(NO CEILING)

OPEN TO BELOW

BALCONY

200

G

G

F

F

E

E

D

D

C

C

B

B

A

A

J

J

1 1

2 2

3 3

4 4

H

H

A.1

A.1

1.1

3.2

1.1

3.1

A1/A-301A1/A-301

A2/A

-302

A2/A

-302

A2/A

-302

A2/A

-302

A2/A

-303

A2/A

-303

C4/A

-302

C4/A

-302

A1/A

-303

A1/A

-303

C1/A-301C1/A-301

A1/A-201

B1/A

-201

A1/A-202

B2/A

-202

AS6 INS

A6 INS

AS6 INS

9'-0"

7'-8 1

/2"11

'-4 1/

2"9'-

0"

6 5/8" 5'-4 3/8" 8'-1 1/2"

37'-1

"

12

16

16

MECH MEZZANINE200

A

1

2

3

4

5

6

7

8

91011

12

13

14

15

16

17

18

RECESSED FLOOR SLAB, RE: STRUCTURAL

CONCRETE VAULT, RE: MEP

MECH ACCESS LADDER

SCHEDULED WOOD STAIR WITH SSTL GUARD RAIL

PLUMBING/ HVAC CHASE

FLOOR DIFFUSER, RE: MECHANICAL

MOP SINK, RE: PLUMBING

IT RACK, RE: TELECOM

PROJECTION WALL, LEVEL 5 FINISH

DOUBLE COMPARTMENT SINK, RE: PLUMBING

A. ALL DIMENSIONS ARE TAKEN FROM OUTSIDE FACE TO OUTSIDE FACE OF GYPSUM BOARD. UNLESS NOTED OTHERWISE.

B. ALL PARTITIONS ARE FULL HEIGHT WITH SOUND ATTENUATION UNLESS NOTED OTHERWISE.

C. REFER TO MEP FOR A/C UNITS EQUIPMENT LOCATIONS

D. REFER TO CEILING PLAN FOR MOTORIZED WINDOW SHADES ATNAVE WINDOWS

E. REFER TO A-603 FOR RESTROOM ACCESSORIES

FEC FIRE EXTINGUISHER CABINET

DESIGNATES INTERIOR & EXTERIOR WINDOW

FLOOR PLAN GENERAL NOTES

SYMBOLS LEGEND

FLOOR PLAN KEY NOTES

MECH ACCESS DOOR

FIRE EXTINGUISHER CABINET

FLOOR DRAIN, RE: PLUMBING

FLOOR SINK, RE: PLUMBING

TWO-WAY COMMUNICATION FOR AREA OF ASSISTEDRESCUE

SPEAKERBOX, RE: AV AND B2/A-553

FIRE ALARM ANNUNCIATOR PANEL

AED CABINET

MILLWORK HATCH. REFER TO MILLWORK DRAWINGS

RECESSED SLAB, REFER TO STRUCTURAL DRAWINGS

1 01/18/2021 ADDENDUM 01

N

1

0 2' 4' 8'SCALE: 1/4" = 1'-0"A1 MEZZANINE

01/18/2021

NOTE: REFER TO 1ST FLOOR PLAN FOR KEYNOTES NOT ON THIS PLAN