Addendum #2.pdf

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ADDENDUM #2

Thomas and Brown New Facility New Mexico State University Las Cruces, New Mexico December 4, 2024

NOTICE TO BIDDERS: The following revisions, additions, and clarifications shall be incorporated in the Bidding Documents for this project. All other provisions of the Contract Documents shall remain unchanged. This Addendum is hereby made part of the Contract Documents to the same extent as though contained in the original documents and itemized listings thereof.

GENERAL

Item 1: List of Items to be salvaged to NMSU:

A. Coordinate with NMSU for delivery and storage location of items to be salvaged to Owner.

B. Existing Electrical Transformer in Room 100, coordinate with NMSU.

C. One Radio antenna and two Irrigation antenna located on roof, coordinate with NMSU. See additional drawing AD1.1.

D. Any additional left over furniture, equipment and misc. items left within the building are to be removed and disposed of by the Contractor.

Item 2: Fire Alarm and Fire Suppression design drawings are to be submitted to and approved by State of NM Fire Marshalls Office.

Item 3: Locations of existing IDF/MDF for communication terminations (fiber/copper) and computer centers in Goddard Hall, and Foster Hall are to be Coordinated with NMSU Networking department (Adrian Carnero acarnero@nmsu.edu). Termination is contingent on room naming and placement on as-built basis.

A. From Goddard 160J to Computer Center 131 through tunnel in innerduct-48ct single mode fiber.

B. From Goddard 160J to Foster E122 through tunnel – 25 pair copper.

Item 4: Conduit pathways and cabling for HVAC controls are the responsibility of the Div. 23/25 contractor(s) per MI series sheets and Div. 25 specifications. See also Div. 230549. Keyed Note EP04 and the Electrical Connection Schedule (E-702) are in regards to the Div. 26 electrical (power) connection characteristics for HVAC/Plumbing equipment.

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bi z studio d architects architecture planning LEED services

Item 5: Prior Approval; Texas Lighting Solutions is approved to be used on this project. See attached prior approval submittal attached.

A. Interior and Exterior Lighting Fixtures – Div. 26 5100, 26 5612.

Substitute fixture manufacturers have been submitted for prior approval and may be considered for use on this project (subject to the following): The Engineer may allow minor deviations, subject to the Engineer’s judgment, as to whether such deviations would detract from the quality, reliability or function of the equipment. The equipment manufacturer shall be responsible for any and all redesign required to accommodate their equipment. Prior approval of other manufacturers’ equipment shall in no way relieve the Contractor of responsibility for submitting the specified shop drawings for approval or complying fully with all provisions of the specifications and drawings. Information detailing any deviations from plans and specifications shall be included with the shop drawings for approval. If prior approved equipment is used, the contractor shall, at his own expense, make any changes or additions in the structures, piping, electrical, etc. as necessary to accommodate the equipment. If engineering is required due to substitution of prior approved equipment, the contractor shall furnish and pay for all such engineering services.

Based on information submitted, and our knowledge of and previous experience with the companies and products represented, we feel that the following are capable of providing products and services equivalent to those specified

FIXTURE TYPE MANUFACTURER

A22/A22E TECHLIGHT

BV METALUX

D4/DVE COOPER/HALO

D6/D6E COOPER/HALO

E1 COOPER/SURE-LITES

E1-WG COOPER/SURE-LITES

L12 STARTEK

L12D STARTEK

LR20 STARTEK

STL/STLE METALUX

TL KELVIX

W2/W2E COOPER/LUMARK

W2-PC COOPER/LUMARK

SPECIFICATIONS

Item 6: Section 051200 – Structural Steel Framing

A. Part 1; Paragraph 1.3, sub-paragraph B. Fabricator – revise to read:

1. Company specializing in fabricating products specified in this Section with minimum five years' documented experience or have the following current AISC Certification:

a. Standard Steel Building Structures (STD).

b. Conventional Steel Building Structures (SBD).

c. Complex Steel Building Structures (CBD).

B. Part 1; Paragraph 1.3, sub-paragraph C. Erector – revise to read:

1. Company specializing in performing Work of this Section with minimum five years' documented experience or have the following current AISC Certification:

a. Certified Steel Erector (CSE).

b. Advanced Certified Steel Erector (ACSE).

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C. Part 1; Paragraph 1.3, sub-paragraph D. Shop Painter – revise to read:

1. Company specializing in performing Work of this Section with minimum five years' documented experience or have the following current AISC Certification:

1) Sophisticated Paint Endorsement - Enclosed (P1).

2) Sophisticated Paint Endorsement - Covered (P2).

3) Sophisticated Paint Endorsement - Outside (P3).

Item 7: Section 055813 – Decorative Aluminum Column Covers

A. Part 2, Paragraph 2.03 Materials:

1. Exterior Column Covers to be 6mm Standard Core

2. Interior Column Covers to be 3mm Standard Core

B. Part 2, Paragraph 2.04 Finishes; All material shall be baked-on PVDF finish; color to be selected by owner/Arch from full range of standard colors.

Item 8: Section 084113 – Aluminum Entrances, Storefronts & Windows A. Part 2, Paragraph 2.01; Add Tubelite Architectural Framing Systems (tubeliteusa) as an acceptable manufacturer.

B. Aluminum Entrances, Storefronts, and Windows to be Dark Bronze Anodized finish for all interior and exterior frames and doors, typ.

Item 9: Section 084413 – Aluminum Curtain Wall A. Part 2, Paragraph 2.01; Add Tubelite Architectural Framing Systems (tubeliteusa) as an acceptable manufacturer.

B. Aluminum Curtain Walls to be Dark Bronze Anodized finish, typ.

Item 10: Section 087113 – Hardware:

A. Automatic Door Operators

1. Automatic Door Operators to be Best D-4990 Low Energy Operator; 628 Satin Alum.

Coordinate with automatic doors.

2. Automatic Door Actuator to be Best Push Button to be CL4163 SS Square Plate, quantity and location as indicated on drawings.

3. Provide PS490 Power Supply as Required.

Item 11: Section 08 8000 – Glazing: Replace section in its entirety with attached section.

DRAWINGS

Item 12: Ref. Civil Sheets: The following sheets have been updated:

A. C-1 Site Plan, see additional irrigation meter and backflow information provided.

B. C-2 Grading Plan C. C-3 Utility Plan – added sheet, see additional information for sewer line from south of Goddard

Hall.

D. C-3.1 Utility Details – added sheet, see additional information for sewer manhole and sewer line details.

Item 13: Ref. Structural Drawings: The following sheets have been updated:

A. Sheet S300, 2nd Floor Framing Plan – See revisions to columns and beams.

B. Sheet S301, 3rd Floor Framing Plan – See revisions to columns and beams.

C. Sheet S500, Typ. Framing Details – See revisions to Base Plate Schedule.

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Item 14: Sheet A100, Dimension Floor Plan:

A. Keyed Note #12; add the following information:

1. Contractor to provide metal lockers as provided by ASI Storage Solutions, or equal.

a. Double Tier Metal Locker System; Traditional Collection.

b. 16ga lockers with louvered doors.

c. Provide hood with continuous slope

d. 6” legs with base closure panels

e. 2 mil powder coat finish color as selected by owner from full range of standard color options.

Item 15: Sheet A201 and A202, Frame Types:

A. General; all exterior window/entrance systems are to be provided with Low-E coating.

B. Frame Types A, B, C, D, E, M, and Door Frame F1

1. Spandrel Glass for these units is to be a 1” insulated unit with an opaque coating.

2. Spandrel Glass Color as selected by owner from full range of standard color options.

C. Door Frame Type F1; remove ‘Opaque Privacy Film”.

Item 16: Sheet A201, Window Frame Types A. Aluminum Frame A:

1. Provide G5 Tinted Glass at all glass from adjacent finish floor elevation up to 24” min. above adjacent finish floor elevation.

2. Provide G6 Tinted Glass at all glass 24” min. above adjacent finish floor elevation.

B. Aluminum Frame B:

1. Provide G5 Tinted Glass at all glass from adjacent finish floor elevation up to 24” min. above adjacent finish floor elevation.

2. Provide G6 Tinted Glass at all glass 24” min. above adjacent finish floor elevation.

C. Aluminum Frame E:

1. Provide G5 Tinted Glass at lower 24” of window system.

2. Provide G6 Tinted Glass at all glass above 24” of window system.

D. Aluminum Frame M:

1. Provide G5 Tinted Glass at all glass from adjacent finish floor elevation up to 24” min. above adjacent finish floor elevation.

2. Provide G6 Tinted Glass at all glass 24” min. above adjacent finish floor elevation.

E. Aluminum Frame AA:

1. Provide G6 Tinted Glass at all glass in window system.

F. Aluminum Frame BB:

1. Provide G6 Tinged Glass at all glass in window system.

Item 17: Sheet A202, Door Frame Types, Door Types:

A. Door Types; Aluminum Door D1

1. Revise Door Styles and top rail to 5” as specified.

B. Revise Door bottom rail to 10”.

C. Door Frame Type F1; remove ‘Opaque Privacy Film”.

Item 18: Sheet A700 & 701:

A. Re: Interior Elevation 8/A701, Add revised Display Case Elevation and Millwork Section. See attached additional drawing AD1.0.

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Item 19: Sheet A701, Interior Elevations: See attached updated sheet.

A. Re: interior Elevation 10/A701 – Contractor to Provide lettering center on west furrdown as shown in updated interior elevation.

1. Gemini Flat Cut Steel Letters, or equal.

a. 1/2” thick standard cut letters.

b. Stud mount with optional spacer sleeve, 1” spacer.

c. Paint finish, color as selected by owner/Arch from full range of standard color options.

1) All letters are to be pre-finished from factory.

Item 20: Ref. Mechanical Drawings: The following sheets have been updated:

A. Sheets MH101, MH102, MH103; Modify General Note E – See Sheets M501-M504 for Mechanical

Details

B. Sheet MH101, HVAC First Floor Plan

1. Add Keyed Note callout 4.

2. Add Exhaust Duct Size.

C. Sheet MH102, HVAC Second Floor Plan

1. Add keyed note callouts 4 and 5.

2. Add exhaust duct size.

3. Modify diffuser cfm.

D. Sheet MP103, Mechanical Piping Third Floor Plan

1. Modify detail number in General Note B: SEE DETAIL D2/M-502 FOR PIPE PENETRATION

DETAIL.

E. Sheet M-104, Enlarged Mechanical Plans

1. Modify text on Enlarged Air Handling Units diagram.

2. Modify pipe routing in Mechanical Room M160.

3. Add piping sizes.

4. Change 6” housekeeping pad to 4” housekeeping pad in keyed notes 1, 2, 14, 15, & 16.

5. Modify keyed note 10.

F. Sheet M-502, Mechanical Details

1. Modify keyed note 11 on A2: Plate and Frame Heat Exchanger Piping Detail.

G. Sheet M-503, Mechanical Details

1. Modify keyed note 10 and 11 on B1- VRV FAN COIL UNIT DETAIL.

2. Modify keyed note callout on B1: VRV FAN COIL UNIT DETAIL.

3. Modify keyed note 6 on A3: FAN COIL UNIT DETAIL.

4. Modify keyed note callouts on A3: FAN COIL UNIT DETAIL.

H. Sheet M-601, Mechanical Diagrams

1. Modify text on Piping Schematic.

I. Sheet M-701, Mechanical Schedules

1. Modify values for TU1-01 and TU1-11 in Terminal Units Schedule.

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J. Sheet M-702, Mechanical Schedules

1. Modify values for FC-3 and FC-7 in Indoor Split System Schedule.

2. Modify values for CU-7 in Outdoor Split System Schedule.

Item 21: Ref Sheets E-702 and M-701; in reference to electrical connections to mechanical equipment schedule and ILP Units:

A. Combo motor starter/disconnects are required for ILP-1 thru ILP-4 and are to be provided by the

Div. 26 contractor.

B. The pumps are provided by Div. 23. See also KN# EP141(Sheet EP-401) and Div. 230549.

C. See Revisions to the Electrical Connections Schedule (sheet E-702).

Item 22: Ref. Electrical Drawings: The following sheets have been updated:

A. Sheet EP102, Power Second Floor Plan; revise circuit home run tags in Rm. 250 to reflect correct number of conductors.

B. Sheet E-401, Enlarged Electrical Plan

1. Added meter cabinets to plan to clarify the intended location in Electrical Room 114

C. Sheet E-601, Electrical Diagrams; see revised sheet attached.

1. Adjusted information on Voltage Drop Calculations for some equipment and removed extraneous information.

2. Adjusted information on the Fault Current Calculations for some equipment and removed extraneous information.

3. Added SPD’s to various panels on One-Line diagram.

4. Revised Keyed Note #6 to clarify that SPD’s should be integral to panelboards/switchboards.

D. Sheet E-702 Electrical Panel Schedules; see revised sheet attached.

1. Adjusted AIC ratings for various panelboards.

2. Added notes to applicable panel schedules to clarify requirement for integral SPD.

3. Adjusted the notes column on the Electrical Connections Schedule for proper alignment with the rest of the schedule.

E. Sheet E-703 Electrical Panel Schedules; see revised sheet attached.

1. Added notes to applicable panel schedules to clarify requirement for integral SPD.

F. Sheet E-704 Electrical Panel Schedules; see revised sheet attached.

1. Adjusted AIC rating for panelboard M3B.

2. Added notes to the applicable panel schedules to clarify requirement for integral SPD.

3. Added note to Panel H2A, Circuit #4 to indicate as a metered circuit.

4. Clarified breaker size and loads served by circuits #4 & 8 in panel H2A.

Item 23: Ref. Technology Drawings: The following sheets have been updated:

A. Sheet TS101, Technology Site Plan; add coordination stemten for termination on TS06 and TS07.

B. Sheet T-101, Technology Systems 1st Floor Plan; see revised sheet attached.

1. Added J-box to feed video wall

2. Added (2) 2” conduits routed from back boxes to J-hook pathway

3. Moved J-hook pathway towards video wall through the overhang so ut h m ai n, s tu di o d l as c ru ce s, p

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C. Sheet T-504, Audio Visual; see revised sheet attached.

1. Removed J-Boxes from detail C1.

D. Sheet T601, Technology Diagrams; see revised sheet attached.

1. Added pathway diagram for Video Wall.

END OF ADDENDUM NO. 2

NMSU 4700 THOMAS & BROWN NEW FACILITY

Nov 26 2024 Quote number 24-5215

PRIOR APPROVALS- NMSU 4700 THOMAS & BROWN

NEW FACILITY

PRIOR APPROVALS- NMSU 4700 THOMAS & BROWN NEW

FACILITY

NMSU 4700 THOMAS & BROWN NEW FACILITY

Quote Number 24-5215

Table of Contents

Datasheets New Section

Type Manufacturer Model Number Pg.

A22 TECHLIGHT CBS22-50-3L-3 2

A22E TECHLIGHT CBS22-50-3L-3 4

B1 LUMUX LIGHTING BL344-WHITE-5000K-120-277-ASY-FT-CBA 6

B2 LUMUX LIGHTING BL344-TALL 98"-WHITE-5000K-120-277-ASY-FT-CBA 10

BV METALUX CORP 4VT3-LD5-5-PPC-UNV-L840-CD1-U 14

D4 HALO COMM HCSQ415D010/HM40525840/41SQ-CBA 18

D4E HALO COMM HCSQ415D010/HM40525840/41SQ-CBA 28

D6 HALO COMM HCSQ620D010/HM6025840/61SQ-CBA 38

E1 SURE LITES EUX6-X-G 48

E1-WG SURE LITES LPXW-6-X-R 52

ELZR SURE LITES LPX7SD 53

EM EVENLITE INC TCL4-W 56

L12 STARTEK LIGHTING AMERICA BEAMD-12-500-SD-40K-90-CBA-ACW10-U-1C 58

L12D STARTEK LIGHTING AMERICA BEAMDI-12-300-300-SD-CL-40K-90-CBA-ACW10-U-1C 68

L32 SPI LIGHTING AIP12071/8FT-L40W/120-277V 4000K/OAH-XX" 78

L32E SPI LIGHTING AIP12071/8FT-L40W/120-277V 4000K/EMC/OAH-XX" 83

LR20 STARTEK LIGHTING AMERICA PSLIM-20-350-GRZ-40K-90-F-CBA-XX-R2.5-U-1C 88

N1W METALUX CORP 4SNX-45SL-LW-UNV-L840-CD1-WLS4-U 100

N2W METALUX CORP 8TSNX-90SL-LW-UNV-L840-CD1-WLS4-U 110

P4 SPI LIGHTING AIP11848/L75W-CBA-120-277V/4000K/90/H05/FB00/SIA/

OAH-XX

P6 SPI LIGHTING AIP11997/L113-CBA-120-277V/4000K/90/H05/FB00/SIA/O

AH-XX"

New Section (continued)

Type Manufacturer Model Number Pg.

P10 SPI LIGHTING AIP12099/L198W-CBA-120-277V/4000K/90/H05/FB00/SIA

/OAH-XX"

STL METALUX CORP 4SNX-57SL-LW-UNV-L840-CD1-U 141

STLE METALUX CORP 4SNX-57SL-LW-UNV-L840-CD1-U 151

TL-12' KELVIX UNI2-WL-I-750-40K-24V-12 161

TL-6' KELVIX UNI2-WL-I-750-40K-24V-6 171

W1 LUMUX LIGHTING SL650-WHITE-4000K-120-277V-XX/CPX 181

W1E LUMUX LIGHTING SL650-WHITE-4000K-120-277V-XX/CPX 186

W2 LUMOUTDOOR AXCS4A-C-CBA 191

W2-PC LUMOUTDOOR AXCS4A-C-CBA-PC 197

W2E LUMOUTDOOR AXCS4A-C-CBA 203

WS1 SPI LIGHTING EIW12398/L44W-CBA-120-277V/3500K/SSB/WA 209

PRIOR APPROVALS- NMSU 4700 THOMAS & BROWN NEW

FACILITY

NMSU 4700 THOMAS & BROWN NEW FACILITY

Quote Number 24-5215

Notes Summary

New Section

Type Notes Pg.

B1 SPECIFY COLOR BY ARCHITECT 6

B2 SPECIFY COLOR BY ARCHITECT 10

D4 SPECIFY FINISH BY ARCHITECT 18

D4E SPECIFY FINISH BY ARCHITECT 28

D6 SPECIFY FINISH BY ARCHITECT 38

E1 SPECIFY FACE OPTION BY ARCHITECT 48

E1-WG SPECIFY FACE OPTION BY ARCHITECT 52

L12 SPECIFY COLOR BY ARCHITECT 58

L12D SPECIFY COLOR BY ARCHITECT 68

L32 SPECIFY LENGTH BY ARCHITECT 78

L32E SPECIFY LENGTH BY ARCHITECT 83

LR20 SPECIFY COLOR/MOUNTING BY ARCHITECT 88

P4 SPECIFY COLOR/LENGTH BY ARCHITECT 120

P6 SPECIFY COLOR/LENGTH BY ARCHITECT 127

P10 SPECIFY COLOR/LENGTH BY ARCHITECT 134

W1 SPECIFY COLOR BY ARCHITECT 181

W1E SPECIFY COLOR BY ARCHITECT 186

W2 SPECIFY COLOR BY ARCHITECT 191

W2-PC SPECIFY COLOR BY ARCHITECT 197

W2E SPECIFY COLOR BY ARCHITECT 203

WS1 SPECIFY COLOR BY ARCHITECT 209

4700 Thomas and Brown Building Replacement Glazing

23.18 08 8000 - 1

SECTION 08 8000

GLAZING

PART 1. GENERAL

1.01 SECTION INCLUDES

A. Glass, plastic, and glazing for sections referencing this section for Products and installation.

1.02 RELATED SECTIONS

A. Section 07 9000 - Joint Sealers: Sealant and back-up material.

1.03 REFERENCES

A. ANSI Z97.1 - Safety Performance Specifications and Methods of Test for Safety Glazing Used in Buildings.

B. ASTM C669 - Glazing Compounds for Back Bedding and Face Glazing of Metal Sash.

C. ASTM C864 - Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers.

D. ASTM C920 - Elastomeric Joint Sealants.

E. ASTM C1036 - Flat Glass.

F. ASTM C1048 - Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass.

G. ASTM C1172 - Laminated Architectural Safety Glass.

H. ASTM E84 - Surface Burning Characteristics of Building Materials.

I. ASTM E283 - Test Method For Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors.

J. ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

K. ASTM E546 - Test Method For Frost Point of Sealed Insulating Glass Units.

L. ASTM E576 - Test Method For Dew/Frost Point of Sealed Insulating Glass Units in Vertical Position.

M. ASTM E773 - Test Method for Seal Durability of Sealed Insulating Glass Units.

N. ASTM E774 - Sealed Insulating Glass Units.

O. FGMA - Glazing Manual.

P. FGMA - Sealant Manual.

Q. Laminators Safety Glass Association - Standards Manual.

23.18 08 8000 - 2

R. SIGMA - Sealed Insulated Glass Manufacturers Association.

1.04 PERFORMANCE REQUIREMENTS

A. Exterior Glazing: Provide glazing assemblies which will withstand normal conditions without failure, loss of weathertightness, or deterioration.

1. Design to accommodate thermal movement resulting from:

a. Air temperature range of 120 degrees F.

b. Material temperature range of 180 degrees F.

2. Design to withstand wind loading as specified by applicable code for parts/portions of buildings. Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass as calculated in accordance with the building code and those required by the curtainwall system manufacturer, for this application.

a. Statistical probability of breakage: 8 per 1000, maximum, at 60-second wind load.

b. Deflection: Limit glass deflection to L/175 or flexure limit of glass with full recovery of glazing materials, whichever is less. In no case shall deflection exceed 3/8".

3. Failure includes loss or breakage of glass, due to wind load, exceeding that reasonably expected under the performance requirements specified.

B. Deterioration includes:

1. For insulating glass:

a. Moisture or dirt between panes.

b. Development of condensation between panes.

c. Damage to internal coating, if any.

d. Development of other visible indication of seal failure.

2. For coated glass: Development of visible defects in coating.

C. Provide glass and glazing materials for continuity of building enclosure vapor retarder and air barrier:

1. To maintain a continuous air barrier and vapor retarder throughout the glazed assembly from glass pane to heel bead of glazing sealant.

1.05 SUBMITTALS FOR REVIEW

A. Section 01 3300 – Submittals.

B. Product Data on Glass and Plastic Types: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements.

C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors.

D. Samples: Submit two samples 12 x 12 inch in size, exampling glass and plastic units, coloration, and design.

1.06 QUALITY ASSURANCE

A. Installer Qualifications: Company specializing in performing the work of this section with minimum three years documented experience.

23.18 08 8000 - 3

B. Standard for Fire-Resistance Rated Glass: ASTM E 163; each piece labeled by:

1. Underwriters Laboratories Inc. (UL).

2. Other agency acceptable to governing authorities.

C. Certified Safety Glazing: Provide Category II products which comply with test requirements of 16 CFR 1201 and

ANSI Z97.1 and permanently marked with label of:

1. Safety Glazing Certification Council (SGCC).

D. Sealed Insulating Units for Structural Adhesive Glazing: Perform testing, or provide samples to entity performing testing, to demonstrate compatibility between seal materials and structural adhesive, refer to additional requirements in framing system section.

1.07 ENVIRONMENTAL REQUIREMENTS

A. Section 01 6000 - Material and Equipment: Environmental conditions affecting products on site.

B. Do not install glazing when ambient temperature is less than 50 degrees F.

C. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds.

1.08 WARRANTY

A. Refer to Section 01 7700 - Contract Closeout.

B. Provide a five (5) year warranty to include coverage for glass units from tint or reflective film failure, stress fracturing, hermetic seal failure, edge separation, delamination, and internal material obstruction of vision through the glass surface.

C. Provide a five (5) year warranty to include coverage for yellowing of polycarbonate material and replacement of same.

D. Provide a ten (10) year warranty for mirror glass against silver spoilage due to manufacturing defects.

PART 2. PRODUCTS

2.01 FLAT GLASS MATERIALS

A. Type 1 transparent flat, Class 1, Quality q3 glazing; 1/4" thick (minimum) as scheduled.

B. Low E glass: ¼” thick (minimum) as scheduled.

1. Minimum Visible Light Transmittance: 53%

2. Solar Heat Gain Coefficient: ≤0.45

C. Heat Strengthened and Tempered Glass as scheduled:

1. Comply with ASTM C 1048 for type listed.

2. Kind FT (Tempered Glass) and HT (Heat Strengthened), Type I, Class 1, Quality q3; 1/4" thick

(minimum) as scheduled.

3. Process in horizontal position so that inherent roller distortion will run parallel to building floor lines after installation.

23.18 08 8000 - 4

4. All sidelights as part of door assemblies shall be of this type glass, unless noted otherwise.

D. Fabrication Tolerances: ASTM C 1036 and C 1048.

E. Glass identification:

1. Apply manufacturer's label indicating type and the thickness to each light of glass. Show position of exterior face when installed, where applicable.

2. Etch manufacturer's label on each light of tempered glass.

2.02 GLAZING COMPOUNDS

A. Polyurethane Sealant: ASTM C920, Type S, Grade NS, Class A; single component, chemical curing, non-staining, non-bleeding, Shore A Hardness Range 20 to 35; color as selected.

B. Silicone Sealant: ASTM C920, Type S, Grade NS, Class A; single component; chemical curing; capable of water immersion without loss of properties; non-bleeding, non-staining, cured Shore A hardness of 15 to 25;

color as selected.

C. Glazing Compound: Modified oil type, non-hardening, knife grade consistency, color as selected.

2.03 GLAZING ACCESSORIES

A. Setting Blocks: ASTM C864 Option I, Neoprene 80 to 90 Shore A durometer hardness, length of 0.1 inch for each square foot of glazing or minimum 4 inch x width of glazing rabbet space minus 1/16 inch x height to suit glazing method and pane weight and area.

B. Glazing Gaskets: ASTM C864, extruded silicone type, 75 to 85 Shore A durometer.

C. Structural Silicone Glazing Sealant: Single component, neutral curing, medium to high modulus, minimum ultimate tensile strength of 100 PSI when tested using the H section method.

D. Glazing Tape: Preformed butyl compound; 10 to 15 Shore A durometer hardness; Coiled on release paper;

size as required.

E. Glazing Clips: Manufacturer's standard type.

2.04 GLAZING FABRICATION

A. Sealed Insulating Glass: Comply with ASTM E 774, Grade CBA, fabricate spacer bar frame of tubular aluminum or galvanized steel with desicant fill; bond spacer bar to glass with twin primary seals; fill space outside frame to glass edge with elastomeric sealant compatible with materials with which the unit will contact.

PART 3. EXECUTION

3.01 EXAMINATION

A. Section 01 3100 - Coordination: Verification of existing conditions before starting work.

B. Verify that openings for glazing are correctly sized and within tolerance.

23.18 08 8000 - 5

C. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and ready to receive glazing.

3.02 PREPARATION

A. Clean contact surfaces with solvent and wipe dry.

B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.

C. Prime surfaces scheduled to receive sealant.

D. Install sealant in accordance with manufacturer's instructions.

3.03 INSTALLATION - INTERIOR DRY METHOD (TAPE AND TAPE)

A. Cut glazing tape to length and set against permanent stops, projecting 1/16 inch above sight line.

B. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners.

C. Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit.

D. Place glazing tape on free perimeter of glazing in same manner described above.

E. Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact.

F. Knife trim protruding tape.

3.04 INSTALLATION - INTERIOR WET/DRY METHOD (TAPE AND SEALANT)

A. Cut glazing tape to length and install against permanent stops, projecting 1/16 inch above sight line.

B. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners.

C. Rest glazing on setting blocks and push against tape to ensure full contact at perimeter of pane or unit.

D. Install removable stops, spacer shims inserted between glazing and applied stops at 24 inch intervals, 1/4 inch below sight line.

E. Fill gaps between pane and applied stop with sealant to depth equal to bite on glazing, to uniform and level line.

F. Trim protruding tape edge.

3.05 INSTALLATION - GLAZING COMPOUND

A. Fill voids between glass and stops with glazing compound and tool material to a straight line.

3.06 INSTALLATION - GASKET GLAZING

A. Set glass against compression gasket in fixed stop; roll in wedge gasket beginning at two adjacent corners

23.18 08 8000 - 6 working to the center points avoiding stretching the gasket material; apply metal snap on members once gasket is installed.

3.07 FIELD QUALITY CONTROL

A. Section 01 4000 - Quality Control.

B. Inspection will monitor quality of glazing.

3.08 CLEANING

A. Section 01 7700 - Contract Closeout: Cleaning installed work.

B. Remove glazing materials from finish surfaces.

C. Remove labels after Work is complete.

D. Clean glass and adjacent surfaces.

3.09 PROTECTION OF FINISHED WORK

A. Section 01 7700 - Contract Closeout: Protecting installed work.

B. After installation, mark pane with an 'X' by using removable plastic tape or paste.

3.10 SCHEDULE

A. Type G1 – 1” Insulated, Low E, Tempered Glass:

1. Description: Two ¼” sheets of glass with ½” air space in between and low E coating on #2 surface, tempered.

2. Locations: Exterior Aluminum Storefront or Hollow Metal glazing systems, directly adjacent to door assemblies and below 18 inches above finished floor. (required to be tempered glass per code). Refer to Drawings.

3. Minimum Visible Light Transmittance: 53%

4. Solar Heat Gain Coefficient: ≤0.45

5. Product: Pilkington, Solar-E or approved equal.

B. Type G2– 1” Insulated, Low E Glass

1. Description: Two ¼” sheets of glass with ½” air space in between and low E coating on #2 surface, annealed.

2. Locations: Exterior Aluminum Storefront or Hollow Metal glazing systems and Glazed curtain wall system. Refer to Drawings.

3. Minimum Visible Light Transmittance: 53%

4. Solar Heat Gain Coefficient: ≤0.45

5. Product: Pilkington, Solar-E or approved equal.

C. Type G3 – Clear Flat, Tempered Glass:

1. Description: ¼ inch thick, clear, annealed or tempered as required by Code.

2. Locations: Shall be used in all interior sidelight assemblies in hollow metal and aluminum frames.

23.18 08 8000 - 7

Shall be used in other locations as defined on the Drawings.

D. Type G4 – Clear Flat Glass:

1. Description: ¼ inch thick, clear glass.

2. Locations: For use in interior glazing. Refer to Drawings.

E. Type G5 – 1” Insulated, Low E, Tempered Glass:

1. Description: Two ¼” sheets of glass with ½” air space in between and low E coating on #2 surface, tempered.

2. Locations: Exterior Aluminum Storefront or Hollow Metal glazing systems, directly adjacent to door assemblies and below 18 inches above finished floor. (required to be tempered glass per code). Refer to Drawings.

3. Color: Pilkington Supergrey

4. Product: Pilkington, Solar-E or approved equal.

F. Type G6– 1” Insulated, Low E Glass

1. Description: Two ¼” sheets of glass with ½” air space in between and low E coating on #2 surface, annealed.

2. Locations: Exterior Aluminum Storefront or Hollow Metal glazing systems and Glazed curtain wall system. Refer to Drawings.

3. Color: Pilkington Supergrey

4. Product: Pilkington, Solar-E or approved equal.

END OF SECTION

Richard L. Leza's Learning Center

1'- 0"

6'- 0"

3'- 0"

12'-1"

15'-3"

1/2" TEMPERED CLEAR

GLASS SLIDING DOORS.

1'-3 3/4" 1"

9 1 /2"

2 1 /2"

5'- 9 1

/2" 2 1

/2"

12" LAMINATED GLASS W/

ADHESIVE STYLE LETTERING

EQ. EQ. EQ. EQ.

PROVIDE DISPLAY CASE

LOCKS AT EA. DOOR.

SHELF

SHELF

TERRAZZO BASE.

TERRAZZO TOP.

P.LAM SIDES AND

BACK.

AD1.0

STEP INTEGRATED

WITH DISPLAY BASE.

1'- 8"

6"

6" 14'-2" 7"

1/2" TEMPERED GLASS,

PROVIDE FIXED BOTTOM

RAIL.

CONT. SEALANT.

PRE-CAST TERRAZZO TOP

TO MATCH STAIR CASE.

3/4" PLY WD. SUBSTRATE.

PRE-CAST TERRAZZO EDGE

AT TOP CONDITION.

P.LAM EDGE AT SIDE RAIL

CONDITION.

1/2" TEMPERED CLEAR

SLIDING GLASS DOORS AND

TOP/BOTTOM RIAL SYSTEM.

1/2" TEMPERED CLEAR

GLASS SHELVES.

PLYWD. BACK AND SIDES

WITH P.LAM. FINISH.

PRE-CAST TERRAZZO BASE

TO MATCH STAIR CASE.

PRE-CAST TERRAZZO

FRONT OVER 3/4" PLYWD.

3/4" PLWD W/ P.LAM FINISH AT

BACK WALL. PROVIDE FINISHED

BACK AND SIDES.

1'- 0"

6'- 0"

3'- 0"

3"1/2"

9 1 /2"

2 1 /2"

5'- 9 1

/2" 2 1

/2"

2'-3"

1'- 0"

1"

1"

1x BLOCKING.

1'-11 1/2"

TERRAZZO STEP ON SAME

PLAIN AS TOP OF CASE.

Project no: 23.18 Date:

Studio D Architects

509 S. Main Studio d Las Cruces, NM 88001 505.521.3757 www.studio-d.biz

Thomas & Brown New Facility

REVISED/ADDED DRAWING

New Mexico State University Las Cruces, NM

Reference Drawing:

Scale:

Field Change #

AD1.0

1DISPLAY CASE ELEVATION

3/8" = 1'-0"

2DISPLAY CASE SECTION

1" = 1'-0"

Project no: 23.18 Date:

Studio D Architects

509 S. Main Studio d Las Cruces, NM 88001 505.521.3757 www.studio-d.biz

Thomas & Brown New Facility

REVISED/ADDED DRAWING

New Mexico State University Las Cruces, NM

Reference Drawing:

Scale:

Field Change #

AD1.1

1ANTENNA LOCATIONS

NTS

EXISTING RADIO ANTENNA TO BE

REMOVED AND SALVAGED TO

OWNER; COORDINATE WITH NMSU.

EXISTING IRRIGATION ANTENNA TO

BE REMOVED AND SALVAGED TO

OWNER; COORDINATE WITH NMSU.

NMSU Thomas & Brown : New Facility

CONSTRUCTION DOCUMENTS

date 10.15.24

ARCHITECT

STUDIO D ARHCITECTS

PO BOX 1467

FAIRACRES, NM 88033

P 575.521.3757 F

CONTACT:

JASON CLARK

PROJECT TEAM

OWNER

NEW MEXICO STATE UNIVERSITY

P.O. BOX 30001

LAS CRUCES, NM 88003

P F

CONTACT:

ROBERT ESTRADA,

ASSISTANT DIRECTOR

DATE OF ADVERTISEMENT - October 30, 2024

PROJECT

LOCATION

VICINITY MAP

COVER SHEET

G001 CONSTRUCTION & STAGING AREA

SITE AND BUILDING INFORMATION (EXIST.)

AD100 FLOOR PLAN DEMOLITION

AD101 FLOOR PLAN DEMOLITION

AD300 EXTERIOR ELEVATIONS DEMOLITION

AS301 EXTERIOR ELEVATIONS DEMOLITION

AD400 BUILDING SECTIONS DEMOLITION

AD401 BUILDING SECTIONS DEMOLITION

AD500 RCP AND ROOF DEMOLITION

S001 STRUCTURAL FOUNDATION

S200 FOUNDATION DEMOLITION PLAN

PD001 PLUMBING EXIST. SITE

PD002 PLUMBING DEMOLITION

DEMOLITION

AS001 DEMOLITION SITE PLAN

MS100 MECHANICAL DEMOLITION SITE PLAN

MS101 MECHANICAL SITE PLAN (COPY)

PDS101 PLUMBING DEMOLITION SITE PLAN

ES100 ELECTRICAL SITE DEMOLITION PLAN

TS100 TECHNOLOGY SITE DEMOLITION PLAN

TS101 TECHNOLOGY SITE PLAN (COPY)

CIVIL

AS100 DIMENSION SITE PLAN

AS101 SITE DETAILS

C-1 SITE PLAN (CIVIL)

C-2 GRADING PLAN

C-3 UTILITY PLAN

C-3.1 UTILITY DETAILS

LANDSCAPE

LS101 LANDSCAPE PLAN

LS102 IRRIGATION PLAN

LS103 LANDSCAPE DETAILS

STRUCTURAL

S100 STRUCTURAL NOTES

S101 STRUCTURAL DETAILS

S102 STRUCTURAL DIAGRAMS

S201 FOUNDATION PLAN

S300 2ND FLOOR FRAMING PLAN

S301 3RD FLOOR FRAMING PLAN

S302 PRE-ENG. LT. GA. TRUSS PLAN

S303 HIGH ROOF FRAMING PLAN

S400 TYPICAL FOUNDATION DETAILS

S410 FOUNDATION DETAILS

S500 TYPICAL FRAMING DETAILS

S501 TYPICAL FRAMING DETAILS

S510 FLOOR FRAMING DETAILS

S511 FLOOR FRAMING DETAILS

S600 ROOF FRAMING DETAILS

S601 ROOF FRAMING DETAILS

S602 ROOF FRAMING DETAILS

S700 STAIR PLANS

S701 STAIR PLANS

S710 STAIR DETAILS

S711 CASTELLATED BEAM ELEV.

ARCHITECTURAL

A100 DIMENSION FLOOR PLAN 1ST FLOOR

A101 DIMENSION FLOOR PLAN 2ND FLOOR

A102 DIMENSION FLOOR PLAN 3RD FLOOR

A103 ENLARGED PLANS & PLAN DETAILS

A104 ENLARGED PLAN DETAILS

A105 FLOOR FINISHES 1ST FLOOR

A106 FLOOR FINISHES PLANS

A200 SCHEDULES

A201 WINDOW FRAME TYPES

A202 DOOR FRAME TYPES, DOOR TYPES

A203 HEAD AND JAMB DETAILS

A300 EXTERIOR ELEVATIONS

A301 EXTERIOR ELEVATIONS

A400 BUILDING SECTIONS

A401 BUILDING SECTIONS

A402 BUILDING SECTIONS

A403 WALL SECTIONS

A404 WALL SECTIONS

A405 WALL SECTIONS

A406 WALL SECTIONS

A407 WALL SECTIONS

A408 WALL SECTIONS

A409 WALL SECTIONS

A410 WALL SECTIONS

A411 WALL SECTIONS

A412 STAIR SECTIONS

A413 STAIR SECTIONS

A500 REFLECTED CEILING PLAN 1ST FLOOR

A501 REFLECTED CEILING PLAN 2ND FLOOR

A502 REFLECTED CEILING PLAN 3RD FLOOR

A600 ROOF PLAN

A700 INTERIOR ELEVATIONS

A701 INTERIOR ELEVATIONS

A702 MILLWORK SECTIONS

A800 ADA DETAILS

A801 ADA DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND

MS101 MECHANICAL SITE PLAN

MH101 HVAC 1ST FLOOR PLAN

MH102 HVAC 2ND FLOOR PLAN

MH103 HVAC 3RD FLOOR PLAN

MH131 MECHANICAL ROOF PLAN

MP101 MECHANICAL PLUMBING 1ST FLOOR

MP102 MECHANICAL PLUMBING 2ND FLOOR

MP103 MECHANICAL PLUMBING 3RD FLOOR

M-401 ENLARGED MECHANICAL PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-601 MECHANICAL DIAGRAMS

M-701 MECHANICAL SCHEDULES

M-702 MECHANICAL SCHEDULES

MI001 MECHANICAL CONTROLS LEGEND

MI601 MECHANICAL CONTROLS DIAGRAMS

MI602 MECHANICAL CONTROLS DIAGRAMS

MI603 MECHANICAL CONTROLS DIAGRAMS

FIRE PROTECTION

FX001 FIRE PROTECTION LEGEND

FX101 FIRE PROTECTION 1ST FLOOR PLAN

FX102 FIRE PROTECTION 2ND FLOOR PLAN

FX103 FIRE PROTECTION 3RD FLOOR PLAN

FX501 FIRE PROTECTION DETAILS

FX601 FIRE PROTECTION DIAGRAMS

PLUMBING

P-001 PLUMBING LEGEND

PS101 PLUMBING SITE PLAN

PL101 WASTE & VENT 1ST FLOOR PLAN

PL102 WASTE & VENT 2ND FLOOR PLAN

PL103 WASTE & VENT 3RD FLOOR PLAN

PL131 PLUMBING ROOF PLAN

PP101 PRESSURE PIPING 1ST FLOOR PLAN

PP102 PRESSURE PIPING 2ND FLOOR PLAN

PP103 PRESSURE PIPING 3RD FLOOR PLAN

P-401 ENLARGED PLUMBING PLANS

P-402 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-701 PLUMBING SPECIFICATIONS & SCHED.

P-702 PLUMBING CALCULATIONS

ELECTRICAL

E-001 ELECTRICAL LEGEND

ES101 ELECTRICAL SITE PLAN

EL101 LIGHTING 1ST FLOOR PLAN

EL102 LIGHTING 2ND FLOOR PLAN

EL103 LIGHTING 3RD FLOOR PLAN

EP101 POWER 1ST FLOOR PLAN

EP102 POWER 2ND FLOOR PLAN

EP103 POWER 3RD FLOOR PLAN

FA101 FIRE ALARM 1ST FLOOR

FA102 FIRE ALARM 2ND FLOOR

FA103 FIRE ALARM 3RD FLOOR

E-401 ENLARGED ELECTRICAL PLAN

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL DIAGRAMS

E-602 GROUNDING DIAGRAMS

E-603 LIGHTING DETAILS & SEQUENCE OF OP.

E-701 ELECTRICAL SCHEDULES

E-702 ELECTRICAL PANEL SCHED.

E-703 ELECTRICAL PANEL SCHED.

E-704 ELECTRICAL PANEL SCHED.

TECHNOLOGY

T001 TECHNOLOGY LEGEND

TS101 TECHNOLOGY SITE PLAN

T-101 TECHNOLOGY SYSTEMS 1ST FLOOR PLAN

T-102 TECHNOLOGY SYSTEMS 2ND FLOOR PLAN

T-103 TECHNOLOGY SYSTEMS 3RD FLOOR PLAN

T-401 ENLARGED TECHNOLOGY PLANS

T-500 VAULT DETAILS

T-501 TECHNOLOGY DETAILS

T-502 TECHNOLOGY DETAILS

T-503 SECURITY DETAILS

T-504 AUDIO VISUAL

T-601 TECHNOLOGY DIAGRAMS

project no. 23.18

MECHANICAL, ELECTRICAL &

PLUMBING

BRIDGERS & PAXTON

4600-C MONTGOMERY BLVD. NE

ALBUQUERQUE, NM 87109

P 505.883.4111 F

CONTACT:

ILIR MESITI, PE, LEED AP, CGD

SCOTT RUSH, RCDD

STRUCTURAL

STUBBS ENGINEERING, INC.

277 E. AMADOR AVE., STE. 200

LAS CRUCES, NM 88001

P 575.993.5228 F

CONTACT:

MICHAEL STUBBS

LANDSCAPE ARCHITECT

MITCHELL ASSOCIATES, LLC

P.O. BOX 1241

CEDAR CREST, NM 87008

P 505.639.9583 F

CONTACT:

DANNY MITCHELL

DRAWING INDEX

PROJECT DATA

SYMBOLS / REFERENCE TAGS

MAX. HEIGHT / STORIES

NO. OF EXITS

ALLOWABLE AREA

CONSTRUCTION TYPE

BUILDING OCCUPANCY

EXTERIOR WALL FIRE

MIN. CORRIDOR WIDTH

PUBLIC OCCUPANT LOAD

ITEM

RESISTANCE

EXIT WIDTH

PROVIDEDCODE REQUIREMENT

N/A

635x0.15 = 95.25" / 2 = 47.63 MIN.

75 FT. / 4 STORIES

B (HIGHER EDUCATION) / A3

69"

N/A

TYPE II - B

B (HIGHER EDUCATION) / A3

OCCUPANCY LOAD

TYPE II - B

69,000 S.F./ PER FLOOR 1ST FLOOR = 17,037

(RATIO OF 1/150 S.F.) : (1/20 IN A-3)

3 MIN. REQUIRED 7

48 FT. / 3 STORY

635x0.15 = 95.25" 216"

PLUMBING FIXTURE REQUIREMENTS

NEW MEXICO STATE UNIVERSITY (NMSU)

SITE REQUIREMENTS

ZONING :

1305 Frenger St.

Las Cruces, New Mexico

BUILDING OR WALL SECTION ELEVATION REFERENCE

WINDOW I.D.

DOOR I.D.

CONTROL POINT ELEVATION

NEW EXISTING

0'-0"

DETAIL REFERENCE

SHEET

DETAIL

A100

0'-0"

A100

SHEET

DETAIL

NORTH

ELEVATION

SHEET

A700

REGULATING CODES

INTERNATIONAL BUILDING CODE

UNIFORM MECHANICAL CODE

NEW MEXICO MECHANICAL CODE

UNIFORM PLUMBING CODE

NEW MEXICO PLUMBING CODE

INTERNATIONAL FIRE CODE

NATIONAL ELECTRIC CODE

NEW MEXICO ELECTRICAL CODE

AMERICAN NATIONAL STANDARDS INSTITUTE A117

NEW MEXICO COMMERCIAL BUILDING CODE

REVISION DATE

Project no:

Date:

Sheet:

La st

S av ed B y:

A

N D ec

3,

- 2 :1

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La yo ut N am e:

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Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

Building Replacement

NMSU

Thomas & Brown New Facility

1305 Frenger St.

Las Cruces, NM 88001

23.18 October 2024

2ND FLOOR = 13,345

3RD FLOOR = 1,404

TOTAL = 31,786

OCCUPANCY LOAD

STUDENT COMMONS

USE

1,950 1/15 130

AREA S.F. LOAD FACTOR # OCCUPANTS

WORK ROOM/PRINTING 311 1/150 2

CONFERENCE 562 1/15 37

CONTROL LAB 1 765 1/20 16+1

TOTAL OCCUPANTS 342

KITCHEN/LOCKER 352 1/300 1

1ST FLOOR PLAN

2ND FLOOR PLAN

JANITOR

USE

25 1/300 1

AREA S.F. LOAD FACTOR # OCCUPANTS

ELECTRICAL 133 1/300 1

ROOFTOP FLEX SPACE 1,234 1/150 8

TOTAL OCCUPANTS 11

EQUIPMENT STOR. 183 1/300 1

3RD FLOOR PLAN

CONTROL LAB 2 765 1/20 16+1

CLASSROOM 1 1,516 1/20 48+1

CLASSROOM 2 1,516 1/20 48+1

MULTI-USE LAB 678 1/20 16+1

MULTI-USE STORAGE 96 1/300 1

OPTICS LAB 764 1/20 16+1

OPTICS STORAGE 96 1/300 1

ECE 184 1/150 1

LOADING 278 1/300 1

ELECTRICAL 147 1/300 1

FIRE 166 1/300 1

CAPSTONE 1

USE

219 1/150 1

AREA S.F. LOAD FACTOR # OCCUPANTS

CAPSTONE 2 219 1/150 1

CAPSTONE 4 233 1/150 2

CAPSTONE 5 231 1/150 2

TOTAL OCCUPANTS 144

CAPSTONE 3 269 1/150 2

OFFICE 1 120 1/150 1

OFFICE 2 120 1/150 1

OFFICE 3 120 1/150 1

OFFICE 4 120 1/150 1

OFFICE 5 110 1/150 1

OFFICE 6 112 1/150 1

OFFICE 7 120 1/150 1

OFFICE 8 120 1/150 1

OFFICE 9 120 1/150 1

OFFICE 10 120 1/150 1

EMAG LAB 915 1/20 16+1

ALL SITE CONDITIONS ARE EXISTING TO REMAIN. THE PROJECT WILL CONSIST OF

DEMOLISHING THE EXISTING THOMAS AND BROWN BUILDING AND REPLACING IT WITH

A NEW STRUCTURE WITHIN THE EXISTING BUILDING SITE. REFER TO NEW WORK SITE

PLAN FOR NEW BUILDING SEPARATION FROM EXISTING ADJACENT BUILDINGS.

EMAG STORAGE 120 1/300 1

ELECTRICAL 105 1/300 1

FIRE/MECH 192 1/300 1

GRAD OFFICE 1,168 1/150 8

CLASSROOM STOR. 201 1/300 1

CLASSROOM 1,259 1/20 48+1

EEC OFFICE 1,103 1/150 7

JANITOR 75 1/300 1

IT ROOM 97 1/300 1

STUDENT COMMONS 414 1/15 27

WAITING 179 1/15 12

**BUILDING TO BE PROVIDED WITH A SPRINKLER SYSTEM TO MEET THE 2021 IBC AND

NFPA 13 CODE REQUIREMENTS**

*ACCESSORY SPACES NOT COUNTED TOWARDS OCCUPANCY LOAD

MIN. STAIR WIDTH 159x0.3 = 47.7" MIN. 52"

497 OCCUPANTS

WATER CLOSETS LAVATORIES

MALE

FEMALE

REQUIRED PROVIDED REQUIRED

URINALS

PROVIDED

248.5 MEN & 248.5 WOMEN

DRINKING 5 6

FOUNTAINS

SERVICE 1 3

SINK

PROVIDED

SINGLE-USE - 3 - 30

CIVIL

A&E ENGINEERING

1800 E. LOHMAN AVE.

LAS CRUCES, NM 88001

P 575.649.0254 F

CONTACT:

ADRIAN RENTERIA, PE

ADDITIVE ALTERNATES

A. ADDITIVE ALTERNATE NO. 1:

1. DRONE ENCLOSURE (TO INCLUDE)

a. DRONE STEEL STRUCTURE AND ENCLOSURE NETTING

b. ADDITIONAL ROOF STRUCTURE REQUIRED FOR DRONE ENCLOSURE

B. ADDITIVE ALTERNATE NO. 2:

1. VINYL FLOORING IN LIEU OF SEALED CONCRETE AT LAB CLASSROOMS

C. ADDITIVE ALTERNATE NO. 3:

1. STEEL TUBE TRELLIS AT 3RD STORY ROOF FLEX SPACE.

a. INCLUDE STEEL TRELLIS STRUCTURE.

b. INCLUDE PRIME, PAINT AND FLASHINGS

D. ADDITIVE ALTERNATE NO. 4:

1. ADDITIONAL CONCRETE REPLACEMENT

a. REMOVE AND REPLACE CONCRETE WALKWAY AT NORTH SIDE OF

BUILDING, SEE SITE AND CIVIL.

b. REMOVE AND REPLACE CONCRETE DRIVE AT SOUTH SIDE OF BUILDING

(FRENGER ST.), SEE SITE AND CIVIL.

E. ADDITIVE ALTERNATE NO. 5:

1. LCD VIDEO DISPLAY WALL; REFER TO ELECTRICAL AND TECHNOLOGY

DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

**NON-SEPARATED USE/OCCUPANCY AS PER SECTION 508.3**

1 ADDENDUM 02 12.04.24

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NO. 3813

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JASON B. CLARK

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Building Replacement

1305 Frenger St.

Las Cruces, NM 88001

23.18 March 2024

10'

SCALE: 1" = 10'

0 20'

1. NEW CONCRETE RETAINING WALL

2. NEW 5" CONCRETE DRIVE PAD

3. NEW SINGLE TRASH ENCLOSURE

4. NEW 4" THICK CONCRETE SIDEWALK

5. NEW CONCRETE HANDICAP RAMP. SEE GRADING PLAN

FOR SLOPE

6. NEW CONCRETE STAIRS

7. NEW 5X5 CONCRETE LANDING

8. NEW 6" STAND UP CURB

9. NEW 2-INCH WATER METER BACKFLOW AMES (MODEL

LF200B-A) BACKFLOW PREVENTOR. COORDINATE

CLEARANCES WITH VAULT AND NMSU WATER UTILITY

DEPARTMENT.

10. NEW 12" WIDE CURB CUT TO ALLOW FLOWLINE

DRAINAGE

11. NEW VAULT ACCESS. SEE ARCHITECTURAL SITE

PLAN/DETAIL SHEETS.

12. CAP EXISTING CONCRETE VAULT. SEE ARCHITECTURAL

SITE PLAN/DETAIL SHEETS.

13. TAP NEW 6" WATERLINE INTO EXISTING 6" WATERLINE

USING TAPPING TEE WITH TAPPING GATE VALVE

FOLLOWING CLC DESIGN STANDARDS. VERIFY

LOCATION, DEPTH, MATERIAL AND SIZE OF EXISTING

WATERLINE BEFORE PLACEMENT OF WATER METER

AND ENCLOSURE. USE 6" 90 BEND, 4"X6" REDUCER,

6"X2" TEE TO CONNECT TO 4" FIRE LINE AND 2"

DOMESTIC SERVICE LINE.

14. NEW CONCRETE GUTTER PAN

15. EXISTING CONCRETE DRIVE PAD TO BE REMOVED AND

REPLACED WITH NEW 5" CONCRETE DRIVE PAD TO BE

PART OF ADDITIVE ALTERNATE #4

16. EXISTING CONCRETE SIDEWALK TO BE REMOVED AND

REPLACED TO BE A PART OF ADDITIVE ALTERNATE #4

17. NEW DOUBLE HEATED ENCLOSURE WITH 4" FIRELINE

AND 2" DOMESTIC WATERLINE. SEE PLUMBING SHEET

FOR CONNECTION DETAILS

18. NEW 4" DIAMETER FIRE PROTECTION DOUBLE CHECK

VALVE WITH (2) ISOLATION VALVES

19. NEW 1.5-INCH WATER METER BACKFLOW AMES (MODEL

LF200B-A) BACKFLOW PREVENTOR. COORDINATE

CLEARANCES WITH VAULT AND NMSU WATER UTILITY

DEPARTMENT.

SITE PLAN

PROJECT LOCATION

VICINITY PLAN

SW

EET AVEN

U E

SO

U

TH

ESPIN

A STR

EET

SOUTH HORSESHOE STREET

A

C

2X2-INCH KEYWAY

#4 BARS AT 8-INCHES O.C. EACH WAY

#4 BARS AT 8-INCHES O.C. EACH WAY

2" CHAMFER

B

4,000 PSI CONCRETE WALL

F

CONCRETE RETAINING WALL DETAIL

BoW ELEVATION

D

E

POLYURETHANE SEALANT

NOTE:

PROVIDE JOINT EVERY 50-FEET

2"

ToW ELEVATION

SEE ARCHITECTURAL PLANS FOR HANDRAIL/GUARDRAIL CONNECTION

RETAINING WALL SCHEDULE

A B C D E

2'-0" 3'-0" 4'-0" 5'-0"

1.00' 1.00' 1.00' 1.00'

2.50' 3.50' 5.00' 6.00'

1.50' 2.17' 3.33' 4.00'

0.33' 0.67' 1.00' 1.33'

F 0.67' 0.67' 0.67' 0.67'

12" SUBGRADE PREPARATION

COMPACTED TO 95% MOD. PROCTOR

VARIES

4"

BACKER ROD

POLYURETHANE SEALANT

4" THICK CONCRETE SIDEWALK

W/ 6X6 WWF

12" SUBGRADE PREPARATION

COMPACTED TO 95% MOD. PROCTOR

BACKER ROD

POLYURETHANE SEALANT

4"

1 2" 1 2"

TYPICAL CONCRETE DRIVE SECTION

NOT TO SCALE

5" REINFORCED SLAB

WITH #4 BAR AT 12"

O.C. EACH WAY

12" SELECT FILL

POLYURETHANE SEALANT

NOTE:

PROVIDE JOINT EVERY 10-FEET

2"

EARTH SIDE

EXPOSED SIDE

CONCRETE STAIRS DETAIL

0.50'

1.00'

TYPICAL

0.

TY

PI

C

AL

4,000 PSI CONCRETE WALL

#4 BARS AT 12-INCHES O.C. EACH WAY

1.00'

1.00'

12" SUBGRADE PREPARATION

COMPACTED TO 95% MOD. PROCTOR

6"

12"X6" HEADER CURB

6"

6"

TYPICAL STAND UP CONCRETE

EXISTING/NEW CONCRETE

NEW CONCRETE SIDEWALK

EXISTING PAVING

GRAVEL

BASE

2'-0"

1'-0" 1'-0"

6" 7"

CONCRETE

SUB-BASE

SITE PLAN

C-1

SW

EE

T

AV

EN

U

E

6'-0" 1.50' 6.50' 4.50' 1.33' 0.67'

N

EW

6.

' O

F G

U

TT

ER

P

AN

C

U R

B

E . L

OH

MA

N

AV

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UE

LA

S

CR

UC

ES

, N

M

PH

ON

E:

(5

) 6

-0

3" DIAMETER WEEP HOLES

@10'-0" ON CENTER

18" SQ. CONTINUOUS GRAVEL

DRAIN WITH PERVIOUS

GEOTEXTILE FILTER FABRIC

SIKALASTIC HLM 5000 GC

WATER PROOFING MEMBRANE

OAE

7'-0" 1.50' 7.00' 4.50' 1.83' 0.67' 8'-0" 1.50' 7.50' 5.00' 1.83' 0.67'

12/02/24

AN

Typewritten Text

ADDENDUM 02 12.04.24

AN

Polygon

0.

1:12 SLOPE

1:20 SLOPE

1:12 SLOPE

1:12 SLOPE

2.

1:12 SLOPE

1:12 SLOPE

10%

10%

2%

2%

0.50%

SSSSSSSS

CO

REVISION DATE

Project no:

Date:

Sheet:

La st

S av ed B y:

a dr ia nr D ec

2,

- 1 :4

0p m

La yo ut N am e:

C -2

D at e:

D ec

2,

- 1 :4

6p m

U se r:a dr ia nr

D ra w in g Fi le : N

:\A &E

E ng in ee rin g\

Pr oj ec ts

\S tu di o

D -T ho m as

B ro w n

N ew

F ac ilit y\

D W

G S\

AE

T

H O

M

AS

A N

D B

R O

W N

.d w g Studio D

Building Replacement

1305 Frenger St.

Las Cruces, NM 88001

23.18 March 2024

10'

SCALE: 1" = 10'

0 20'GRADING PLAN

TOP OF PAVEMENT

TOP OF SIDEWALK

TOP OF CURB

FINISHED GRADE

FLOW LINE OF SWALE

SLOPE

BUILDING DRAINAGE FLOW

92.32 ToS

92.75 ToC

93.00 ToP

93.00 FL

93.00 FG

2.0%

ASPHALT

CONCRETE SIDEWALK

1. ALL FILL MATERIAL SHALL BE COMPACTED TO 95% OF ASTM D1557.

2. CONTRACTOR SHALL MATCH GRADE AT PROPERTY LINE.

3. CONTRACTOR SHOULD FIELD LOCATE EXISTING UTILITIES BEFORE BEGINNING

EARTHWORK

4. ALL CONSTRUCTION SHALL CONFORM TO I.B.C., I.P.C. AND N.E.C. AS NOTED HEREIN.

5. CONTRACTOR SHALL SLOPE PAVED AREA AS SHOWN TO DRAIN.

6. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.

7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY AND COMPLIANCE WITH

OSHA REGULATIONS.

8. SHOULD CONFLICTING INFORMATION OR INTERFERENCE PROBLEMS APPEAR IN THE

CONSTRUCTION DRAWINGS, THE CONTRACTOR SHALL BRING THAT INFORMATION TO

THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY AND PRIOR TO

INSTALLATION, FAILURE TO DO SO SHALL NOT BE BASIS FOR EXTRA PAYMENT.

9. GRADING SHALL MATCH GRADE AT PROPERTY LINE. ALL SLOPES TO DAYLIGHT AT A

4:1 SLOPE..

10. NM ONE CALL PROCEDURES SHALL BE FOLLOWED BEFORE GRADING WORK BEGINS.

11. RE-SEED DISTURBED AREAS WITH NATURAL DESERT SPECIES.

12. ALL FILL AND CUT MATERIAL SHALL COMPLY WITH GEOTECHNICAL REPORT

PREPARED. IF NO REPORT WAS COMPLETED THE CONTRACTOR MUST HIRE A

GEOTECHNICAL ENGINEER TO CONDUCT ON-SITE INVESTIGATION TO PROVIDE

EARTHWORK PROCESS.

13. CONCRETE WORK FOR ADDITIVE ALTERNATE MUST MATCH EXISTING ELEVATION. TOP OF CONCRETE 92.32 ToCo

LEGEND

GENERAL NOTES

GRADING PLAN

C-2

SW

EE

T

AV

EN

U

E

E . L

OH

MA

N

AV

EN

UE

LA

S

CR

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(5

) 6

-0

CONCRETE WORK UNDER

ADDITIVE ALTERNATE #3

12/02/24

AN

Typewritten Text

ADDENDUM 02 12.04.24

SSSS

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SSSSSSSSSSSSSSSSSSSSSSSSSSSS

GASGASGASGAS

SSSS

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SS

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SS

SSSSSSSSSSSSSSSSSSSSSSSSSSSS

GASGASGASGAS

SS

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M

M

S S S S

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M

S S

S S

S S S

CO

REVISION DATE

Project no:

Date:

Sheet:

La st

S av ed B y:

a dr ia nr D ec

2,

- 1 :4

0p m

La yo ut N am e:

C -3

D at e:

D ec

2,

- 1 :4

6p m

U se r:a dr ia nr

D ra w in g Fi le : N

:\A &E

E ng in ee rin g\

Pr oj ec ts

\S tu di o

D -T ho m as

B ro w n

N ew

F ac ilit y\

D W

G S\

AE

T

H O

M

AS

A N

D B

R O

W N

.d w g Studio D

Building Replacement

1305 Frenger St.

Las Cruces, NM 88001

23.18 March 2024

10'

SCALE: 1" = 10'

0 20'UTILITY PLAN

UTILITY PLAN

C-3

GODDARD HALL 18

E . L

OH

MA

N

AV

EN

UE

LA

S

CR

UC

ES

, N

M

PH

ON

E:

(5

) 6

-0

1. EXISTING SEWER MANHOLE

2. EXISTING 8-INCH DIAMETER CLAY SEWER LINE. VERIFY LOCATION

AND DEPTH

3. NEW 6-INCH SEWER SERVICE LINE.

4. CONNECT NEW 6-INCH PVC SEWER SERVICE TO EXISTING SEWER

SERVICE LINE. VERIFY LOCATION AND DEPTH OF EXISTING SEWER

LINE BEFORE INSTALLATION AND ORDERING OF NEW SEWER LINE

AND SEWER MANHOLE.

5. NEW SEWER MANHOLE CONNECT TO NEW 6-INCH PVC SEWER AND

EXISTING 8-INCH SEWER LINE. VERIFY LOCATION, DEPTH AND

MATERIAL OF EXISTING SEWER LINE BEFORE ORDERING NEW

MANHOLE.

6. EXISTING 6-INCH SEWER SERVICE LINE TO BE ABANDONED.

LOCATE AND CAP LINE AT THE CONNECTION POINT AT SEWER MAIN

LINE.

3 3

EX. MH

RIM:3902.82

INV. OUT:3899.03

EX. MH

RIM:3901.83

INV. IN:3889.45

NEW MH

RIM:3902.00

INV. OUT:3895.65 (PROJECTED)

1. SEWER LINE RE-ROUTING OF GODDARD HALL MUST BE COMPLETED

BEFORE DEMOLISHING BEGINS ON THE EXISTING THOMAS AND

BROWN BUILDING.

12/02/24

AN

ADDENDUM 02 12.04.24

REVISION DATE

Project no:

Date:

Sheet:

La st

S av ed B y:

a dr ia nr D ec

2,

- 1 :4

0p m

La yo ut N am e:

C -3

.1

D at e:

D ec

2,

- 1 :4

7p m

U se r:a dr ia nr

D ra w in g Fi le : N

:\A &E

E ng in ee rin g\

Pr oj ec ts

\S tu di o

D -T ho m as

B ro w n

N ew

F ac ilit y\

D W

G S\

AE

T

H O

M

AS

A N

D B

R O

W N

.d w g Studio D

Building Replacement

1305 Frenger St.