Addendum 8.pdf

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Attached to
4842 Engineering Complex 1 Addition
Solicitation number
2025-ITB-649
Issued by
New Mexico

About this file

Addendum #8 is a contract document for the NMSU Aggie Innovation Space EC1 project issued by Studio D Architects, located in Las Cruces, New Mexico. The addendum provides revisions, additions, and clarifications to the original bidding documents for a construction project at 1025 Stewart St., specifically focusing on the addition of an area separation firewall between suites C and D. The document details multiple drawing sheet replacements and modifications, including changes to general construction notes, electrical systems, and site plans. The addendum is dated December 2, 2024, and is pending review from the City of Las Cruces Community Development Department.

The addendum includes specific instructions for the General Contractor, such as providing blocking for TV mount installations, filling saw cut control joints with epoxy grout, and making various drawing and notation updates. Key modifications involve electrical systems, including a revision to the CAT6 data cabling installation requirements and updates to electrical site and power plans. The document emphasizes the contractor's responsibility for precise implementation of these changes, coordinating with the owner (New Mexico State University), and ensuring compliance with the specified technical requirements across multiple project disciplines.

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ADDENDUM 5.pdf PDF
ADDENDUM 7.pdf PDF
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ADDENDUM #8

NMSU Aggie Innovation Space @ EC1 1025 Stewart St.

Las Cruces, New Mexico December 2, 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.

The following revisions to the permitted construction documents cover the addition of an area separation Firewall between suites C and D. The revised drawing sheets provided with this addendum are pending review from the City of Las Cruces Community Development Department and may be subject to changes.

DRAWINGS

Item 1: General Construction Note: General Contractor shall be responsible for providing all blocking required for secure installation of all TV mounts throughout new addition. See attached, revised sheets E300 & E600.

Item 2: General Construction Note: General Contractor to fill all saw cut control joints with epoxy grout per specification section 09 3000 (Tile), Sub-section 2.4, Item B. Color to be selected from complete range of manufacturer’s standard color options.

Item 3: Cover Sheet: Replace entire sheet with attached, revised sheet. (note: drawing index updated) Item 4: Sheet AS001: Replace entire sheet with attached, revised sheet.

Item 5: Sheet AS100: Replace entire sheet with attached, revised sheet.

Item 6: Sheet AS102: Add attached AS102 sheet to the drawing set.

Item 7: Sheet P500: Replace entire sheet with attached, revised sheet. (note: new sheet only revised sheet name and plan labels) Item 8: Sheet E102: Replace entire sheet with attached, revised sheet.

Item 9: Sheet E600, General Note B: Revise to read, ‘ALL CAT6 DATA CABLING PROVIDED, INSTALLED

AND TERMINATED BY CONTRACTOR.’

Item 10: Sheet E700: Replace entire sheet with attached, revised sheet.

END OF ADDENDUM NO. 8

4842 AGGIE INNOVATION SPACE ec1 addition

CONSTRUCTION DOCUMENTS

date 05.23.24

ARCHITECT

STUDIO D

P.O. BOX 1467

FAIRACRES, NM 88033

P 575.521.3757 F 575.521.3880

CONTACT:

JASON CLARK

PROJECT TEAM

OWNER

NEW MEXICO STATE UNIVERSITY

P.O. BOX 30001

LAS CRUCES, NM 88003

P 505.646.1360 F 505.646.6432

CONTACT:

ROBERT ESTRADA,

PROJECT MANAGER

PROJECT

LOCATION

VICINITY MAP

COVER SHEET

CIVIL

AS001

AS100

AS101

AS102

DEMOLITION SITE PLAN

NEW WORK SITE PLAN

SITE DETAILS

ELECTRICAL SERVICE PATH SITE PLAN

LANDSCAPE

LS-101 LANDSCAPE AND IRRIGATION PLANS

LS-102 DEMOLITION LANDSCAPE PLAN

LS-103 LANDSCAPE DETAILS

STRUCTURAL

S1.0 STRUCTURAL NOTES

S1.1 STRUCTURAL DETAILS

S1.2 STRUCTURAL DIAGRAMS

S2.0 DEMOLITION PLAN

S2.1 FOUNDATION PLAN

S3.0 FRAMING PLAN

S4.0 TYPICAL FOUNDATION DETAILS

S4.1 FOUNDATION DETAILS

S5.0 TYPICAL FRAMING DETAILS

S5.1 TYPICAL FRAMING DETAILS

S5.2 TYPICAL FRAMING DETAILS

S6.0 FRAMING DETAILS

S6.1 FRAMING DETAILS

ARCHITECTURAL

A001 DEMOLITION FLOOR PLAN

A100 NEW WORK FLOOR PLAN, WALL TYPES

A200 SCHEDULES, DOOR AND WINDOW TYPES

A201 HEAD AND JAMB DETAILS

A300 EXTERIOR ELEVATIONS

A400 BUILDING SECTIONS

A401 WALL SECTIONS & SECTION DETAILS

A402 SECTION DETAILS

A500 REFLECTED CEILING PLAN

A600 ROOF PLAN

A700 INTERIOR ELEVATIONS

A701 MILLWORK SECTIONS

MECHANICAL

M100 HVAC GENERAL NOTES

M200 MECHANICAL PLAN

M201 MECHANICAL SCHEDULE

M300 MECHANICAL DETAILS

M400 MECHANICAL HOOD

M401 MECHANICAL EXHAUST

M402 MECHANICAL DETAILS

M403 MECHANICAL DETAILS

M404 MECHANICAL DETAILS

M405 MECHANICAL DETAILS

M406 MECHANICAL DETAILS

M500 CONTROL SPECIFICATIONS

M501 CONTROLS ARCHITECTURE DIAGRAM

M502 MINISPLIT CONTROLS

M503 ROOF TOP UNIT CONTROLS

M504 ROOF TOP UNIT CONTROLS

PLUMBING

P100 PLUMBING GENERAL NOTES

P101 UTILITY SITE PLAN

P200 DOMESTIC WATER PLUMBING PLAN

P300 SEWER AND VENT PLUMBING PLAN

P400 PLUMBING DETAILS

P500 NATURAL GAS AND CONDENSATE PLAN

P600 ROOF DRAIN PLAN

P700 COMPRESSED AIR PLAN

ELECTRICAL

E100 ELECTRICAL GENERAL NOTES

E101 ELECTRICAL DEMOLITION PLAN

E102 ELECTRICAL SITE PLAN

E200 LIGHTING PLAN

E300 POWER PLAN

E400 HVAC POWER PLAN

E500 ELECTRICAL DETAILS

E600 SPECIAL SYSTEMS PLAN

E700 ELECTRICAL RISER DIAGRAM

E800 ELECTRICAL PANEL SCHEDULE

project no. 23.16

DRAWING INDEX

PROJECT DATA

SYMBOLS / REFERENCE TAGS

ITEM PROVIDEDCODE REQUIREMENT

REGULATING CODES

OCCUPANCY LOAD

FIRST FLOOR- EXISTING

USE

33,350 1/150 262 (NO CHANGE)

AREA S.F. LOAD FACTOR # OCCUPANTS

FIRST FLOOR- NEW 5,810 1/150 39

TOTAL OCCUPANTS 396 (39 NEW)

SECOND FLOOR- EXISTING

PLUMBING FIXTURE REQUIREMENTS

WATER CLOSETS LAVATORIES

MALE

FEMALE

REQUIRED PROVIDED REQUIRED PROVIDED

URINALS

PROVIDED

SITE REQUIREMENTS

1025 Stewart St.

Las Cruces, New Mexico

DRINKING 1 3

FOUNTAINS

ABBREVIATIONS

TOP OF BRICKT.O.B.

CURB & GUTTER

ASPHALT

ACOUSTICAL TILE

AIR HANDLER UNIT

DETAIL

CONCRETE

DOOR GRILLE

CENTER LINE

DOWNSPOUT

ELECTRICAL COMPONENT

FIRE DAMPER

CONCRETE MASONRY UNIT

EXISTING

FIRE EXTINGUISHER

EXPANSION JOINT

FLAG POLE

FINISH FLOOR

FACE OF BRICK

HEIGHT

GALVANIZED

HARDWARE

HOLLOW METAL

GAUGE

GYPSUM BOARD

FACE OF STUD/ FACE OF SLAB

CONTROL JOINT

ACT

C&G

ACU

ASPH

CMU

DET

DG

DS

EXST

FD

FE

E.J.

CONC

EL & ELEC

F.F.

FP

HT

HDW

GA

GALV

GYP BD

F.O.B.

F.O.S.

H.M.

C.J.

MINIMUM

NUMBER

ON CENTER

MAXIMUM

RADIUS

PAINT AND COLOR NO.

PRESSURE TREATED

POLY VINYL CHLORIDE

NOT IN CONTRACT

SHEET

SIMILAR

SQUARE

RETAINING

THICK

TYPICAL

TOOLED JOINT

STEEL

SOLID CORE WOOD

VINYL COMPOSITION TILE

REINFORCING

WELDED WIRE FABRIC

WOOD

MIN

MAX

NO

OC

N.I.C.

PL

PT

PVC

RAD

P

RET

SHT

SQ

SIM

THK

VCT

TYP

STL

SCWD

USPS

T.J.

REINF

WWF

WD

UNITED STATES POSTAL SERVICE

PLASTIC LAMINATE AND COLOR NO.

MAT'L MATERIAL

B.O.F. BOTTOM OF FOOTING

TOP OF PARAPETT.O.P.

W.C.O. WALL CLEAN OUT

TUBE STEELT.S.

U.N.O. UNLESS NOTED OTHERWISE

LIGHT POLELP

MANHOLEMH

GAS METERGS

WATERWT

WL WELL

WM WATER METER

TRANSFORMERTRNS

MOTION DETECTORMD

UW UTILITY WELL

HANDICAPPEDH/C

WP WATER PIPE

DUMPSTERDUMP

METALMTL

WALL HYDRANTWH

WOVEN WIRE MESHWWM

ALUMINUMALUM

ABOVE FINISHED FLOORAFF

TOP OF CURBT.O.C.

TOP OF CONCRETE WALKT.O.C.W.

TOP OF WALL STRUCTURET.O.W.

DEGREESDEG

CITY OF LAS CRUCESC.O.L.C.

AMERICANS WITH DISABILITIES ACTADA

CL

DEMOLISH, DEMOLITIONDEMO

SERVICE 1 1

SINK

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

BUILDING OCCUPANCY

CONSTRUCTION TYPE

ALLOWABLE AREA

MAX. HEIGHT / STORIES

PUBLIC OCCUPANT LOAD

NO. OF EXITS (NEW ADDITION)

EXIT WIDTH (NEW ADDITION)

MIN. CORRIDOR WIDTH (NEW ADDITION)

B

EXISTING: TYPE 1

NEW: TYPE 2-B

23,000 S.F.

E.T.R.

SEE BELOW

36" (34" CLR.)

44"

B

E.T.R.

TYPE 2-B

5,810 S.F. (NEW)

NOTE: NEW ADDITION SEPARATED FROM

EXISTING BY 2-HR. SEPARATION (SEE FLOOR

PLAN)

E.T.R.

1 @ 36" ; 1 @ 72" (108" TOTAL)

76"

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

CITY OF LAS CRUCES ZONING CODE

NORTH

ELEVATION

SHEET

A700

MECHANICAL, ELECTRICAL &

PLUMBING

RAXIS ENGINEERING

1712 TEXAS ST.

EL PASO, TX 79901

P 915.519.4340 F

CONTACT:

JOSE A. MORALES, P.E. CEM

REVISION DATE

Project no:

Date:

Sheet:

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S av ed B y:

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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

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 May 2024

FIRST FLOOR

WOMEN 131 EXISTING + 19 NEW

MEN 131 EXISTING + 20 NEW

SECOND FLOOR

WOMEN 47 EXISTING

MEN 48 EXISTING

BUSINESS SPACES 10,680 1/150 72 (NO CHANGE)

STORAGE 6,670 1/300 23 (NO CHANGE)

WATER CLOSETS LAVATORIES

MALE

FEMALE

REQUIRED PROVIDED REQUIRED PROVIDED

URINALS

PROVIDED

DRINKING 1 1

FOUNTAINS

SERVICE 1 1

SINK

FIRST FLOOR (EXISTING + NEW) SECOND FLOOR (EXISTING)

ALL SITE REQUIREMENTS ARE EXISTING TO REMAIN

STRUCTURAL

STUBBS ENGINEERING, INC.

277 E. AMADOR AVE. SUITE 200

LAS CRUCES, NM 88001

P 575.993.5228

CONTACT:

MICHAEL STUBBS

LANDSCAPE ARCHITECT

MITCHELL ASSOCIATES, LLC

P.O. BOX 1241

CEDAR CREST, NM 87008

P 505.639.9583 F

CONTACT:

DANNY MITCHELL

11/25/24

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JASON B. CLARK

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1DEMOLITION SITE PLAN

1" = 10'

KEYED NOTES

1. EXISTING TO REMAIN.

2. EXISTING TREE TO REMAIN.

3. DEMOLISH EXISTING YARD WALL IN ITS ENTIRETY, INCLUDING REMOVAL OF

FOOTINGS. PROVIDE NEW COMPACTED STRUCTURAL FILL AS REQUIRED.

4. DEMOLISH EXISTING CANOPY IN ITS ENTIRETY.

5. DEMOLISH CONCRETE WALK WITHIN STORAGE YARD IN ITS ENTIRETY.

6. REMOVE EXISTING GATE.

7. REMOVE EXISTING TREE.

8. SAW CUT AND REMOVE EXISTING CONCRETE WALK AS SHOWN. VERIFY ALL

DIMENSIONS IN FIELD PRIOR TO COMMENCING DEMOLITION.

9. REMOVE EXISTING PLANTS AND LANDSCAPE MATERIAL. RE-ROUTE/RE-CONFIGURE

IRRIGATION LINES AS REQUIRE TO ENSURE WATER SUPPLY TO TREES TO REMAIN.

CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING LANDSCAPING AND

IRRIGATION DURING CONSTRUCTION.

10. REMOVE EXISTING SIGN AND CONCRETE FOOTING.

11. EXISTING GAS LINE TO BE REMOVED WHERE LINE IS LOCATED WITHIN AREA OF

WORK FOR NEW ADDITION AND ABANDONED IN PLACE OUTSIDE OF AREA OF WORK.

GC TO CAP LINE AS CLOSE TO STREET AS POSSIBLE, SEE SHEET P101 FOR CAPPING

LOCATION. COORDINATE ALL REQ. GAS SHUTDOWN(S) W/ ARCHITECT AND NMSU,

SEE MEP SHEETS.

12. EXISTING GAS REGULATOR TO BE REMOVED, SEE MEP SHEETS.

13. EXISTING AIR COMPRESSOR AND TANK TO BE RELOCATED, COORDINATE W/

OWNER.

14. EXISTING GAS LINE TO BE REMOVED. GC TO CAP LINE AS CLOSE TO STREET AS

POSSIBLE, SEE SHEET P101 FOR CAPPING LOCATION.

15. CUT AND PATCH EXISTING CONCRETE FOR NEW ELECTRICAL SERVICE. VERIFY

EXACT PATHWAY WITH UTILITY PROVIDER AND NMSU FACILITIES DEPARTMENT.

16. EXISTING MEMORIAL TREE TO BE RELOCATED BY CONTRACTOR.

17. EXISTING STORM DRAIN AND INLETS TO REMAIN. CONTRACTOR TO USE CAUTION

SINCE PROJECT IS IN CLOSE PROXIMITY TO DRAIN. CONTRACTOR SHALL BE

RESPONSIBLE FOR REPAIRING ALL DAMAGE THAT OCCURS DURING

CONSTRUCTION.

18. TRENCH TO EXISTING SWITCH/VAULT. COORDINATE WITH NMSU IN FIELD AND

ELECTRICAL DRAWINGS FOR EXACT ROUTING AND SERVICE ORIGIN. FILL TRENCH

AND REPLACE GRAVEL AND ASPHALT TO ORIGINAL CONDITION.

19. EXISTING ELECTRICAL PANEL TO BE RELOCATED, SEE ELECTRICAL.

20. EXISTING GRADE BEAM TO BE DEMOLISHED IN ITS ENTIRETY WITHIN AREA OF NEW

WORK. SEE STRUCTURAL AND 2/AS001.

21. PREPARE EXISTING PLANTER AREA FOR NEW IN-FILL CONCRETE WALK.

22. REMOVE EXISTING ROCK GROUND COVER AND PREPARE AREA FOR NEW

CONCRETE WALK.

23. EXISTING GAS STUB OUT TO BE REMOVED, SEE MEP SHEETS.

AS001

DEMOLITION

SITE PLAN

NORTH

REVISION DATE

Project no:

Date:

Sheet:

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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

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 May 2024

CUTTING & PATCHING NOTES

A. EXECUTE FITTING AND ADJUSTMENT OF PRODUCTS TO PROVIDE FINISHED

INSTALLATION TO COMPLY WITH SPECIFIED TOLERANCES AND FINISHES.

B. EXECUTE CUTTING AND DEMOLITION BY METHODS WHICH WILL PREVENT

DAMAGE TO OTHER WORK AND WILL PROVIDE PROPER SURFACES TO

RECEIVE INSTALLATION OF REPAIRS AND NEW WORK.

C. EXECUTE EXCAVATING AND BACKFILLING BY METHODS WHICH WILL

PREVENT DAMAGE TO OTHER WORK AND WILL PREVENT SETTLEMENT.

D. EMPLOY ORIGINAL INSTALLER OR FABRICATOR TO PERFORM CUTTING AND

PATCHING FOR:

1. WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS.

2. SIGHT EXPOSED FINISHED SURFACES.

E. RESTORE WORK WHICH HAS BEEN CUT OR REMOVED. INSTALL NEW

PRODUCTS TO PROVIDE COMPLETED WORK IN ACCORDANCE WITH

REQUIREMENTS OF CONTRACT DOCUMENTS.

F. REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE AN EVEN FINISH:

1. CONTINUOUS SURFACES: TO NEAREST INTERSECTIONS.

2. ASSEMBLY: REFINISH ENTIRELY.

G. EXECUTE CUTTING AND FITTING INCLUDING EXCAVATION AND FILL TO

COMPLETE THE WORK.

H. UNCOVER WORK TO INSTALL IMPROPERLY SEQUENCED WORK.

I. REMOVE AND REPLACE DEFECTIVE OR NON-CONFORMING WORK.

J. REMOVE SAMPLES OF INSTALLED WORK FOR TESTING WHEN REQUESTED.

K. PROVIDE OPENINGS IN THE WORK FOR PENETRATION OF MECHANICAL AND

ELECTRICAL WORK.

L. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC

TOOLS NOT ALLOWED WITHOUT PRIOR APPROVAL.

M. EXECUTE PATCHING TO COMPLEMENT ADJACENT WORK. NEW MATERIALS

TO BE OF SUFFICIENT THICKNESS TO MAINTAIN A UNIFORM SURFACE OR

THICKNESS OF WALL.

N. FIT PRODUCTS TOGETHER TO INTEGRATE WITH OTHER WORK.

O. FIT WORK AIR TIGHT TO PIPES, SLEEVES, DUCTS, CONDUIT, AND OTHER

PENETRATIONS THROUGH SURFACES.

P. MATCH OF NEW FINISH MATERIALS SHALL BE TO OWNER'S SATISFACTION.

GENERAL DEMOLITION NOTES

A. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS

SHOWN ON PLANS AND EXISTING SITE. THE ARCHITECT SHALL BE NOTIFIED

OF CONFLICTS OR VARIATIONS PRIOR TO COMMENCEMENT OF

CONSTRUCTION. THE ARCHITECT MAKES NO CLAIMS THAT ALL EXISTING

CONDITIONS HAVE BEEN SHOWN IN THE CONSTRUCTION DOCUMENTS. THE

CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE NO

DAMAGE IS CAUSED TO CONCEALED CONSTRUCTION.

B. THE ARCHITECT PRODUCING THESE PLANS WILL NOT BE RESPONSIBLE FOR

FIELD CHANGES AND DECISIONS UNLESS NOTIFIED IN WRITING OF

CHANGES AND THEN ONLY BY WRITTEN APPROVAL BY THE ARCHITECT.

C. CONTRACTOR SHALL NOT SCALE DRAWINGS, IN THE EVENT OF OMISSION

OF DIMENSIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR

TO THE COMMENCEMENT OF CONSTRUCTION. FAILURE TO DO SO WILL

LEAVE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY DISCREPANCIES,

CORRECTIONS, ETC., RESULTING FROM THE SAME.

D. THE CONTRACTOR SHALL PROVIDE PROTECTION AS NECESSARY TO

PREVENT DAMAGE TO THE EXISTING CONSTRUCTION NOT TO BE REMOVED

UNDER CONTRACT AND ANY/ALL ITEMS INDICATED TO REMAIN IN PLACE.

E. ANY AND ALL ITEMS DAMAGED DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO REPAIR TO A LIKE NEW

CONDITION AT HIS EXPENSE.

F. THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS CAUSED BY THE WORK OF

THIS PROJECT AND SHALL SOLELY BE RESPONSIBLE FOR KEEPING THE

PREMISES CLEAN AND NEAT AT ALL TIMES.

G. ANY AND ALL CONFLICTS FOUND DURING CONSTRUCTION SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING SO THAT

ADDITIONAL INSTRUCTIONS CAN BE FORWARDED TO THE CONTRACTOR.

FAILURE TO DO SO MAY RESULT IN CORRECTIVE ACTION TO BE

PERFORMED BY CONTRACTOR AT THEIR EXPENSE.

H. IF THE CONTRACTOR SUSPECTS THE PRESENCE OF ASBESTOS

CONTAINING MATERIALS, THE ARCHITECT SHALL BE NOTIFIED

IMMEDIATELY. THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE

REMOVAL AND/OR CONTAINMENT OF ALL SUCH MATERIALS, IN

ACCORDANCE WITH THE APPLICABLE LAW. ADJUSTMENT TO THE

CONSTRUCTION SCHEDULE WILL BE CONSIDERED IF ABATEMENT IS

REQUIRED. ANY ASBESTOS REMOVAL WORK SHALL BE COORDINATED BY

THE GENERAL CONTRACTOR. THE ARCHITECT ASSUMES NO

RESPONSIBILITY FOR THE DETECTION, PRESENCE OR REMOVAL OF

ASBESTOS CONTAINING MATERIALS.

I. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, FENCES, COVERED

WALKS, PLANKING, FENCES LIGHTING, BRACING, SHORING, WARNING

SIGNS, GUARDS, ETC. AS REQUIRED FOR PROTECTION OF WORKMEN, THE

PUBLIC, BUILDING OCCUPANTS AND ADJOINING PROPERTIES.

11/25/24

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2DEMOLITION SITE PLAN

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EXISTING BUILDING

51'-7" 8'-11"

'-1

1"

74'- 8"

9'-6"38'-8 1/2"

8 90°

'-9

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" V .I.F

W W

W W

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74'- 8"

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F.F.E. 3900.67 (100'-0")

MATCH EXISTING

SHOP F.F.E.

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19'-9"

21'-4 1/2"

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AS100

NEW WORK

SITE PLAN

REVISION DATE

Project no:

Date:

Sheet:

La st

S av ed B y:

R

S N ov

7,

- 1 2:

pm

La yo ut N am e:

A S1

D at e:

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:\2

Pr oj ec ts \2

N M

SU

A

IS

a dd iti on \D

W G

\S he et s\

-A S1

.d w g

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 May 2024

1NEW WORK SITE PLAN

1" = 10'NORTH

KEYED NOTES

1. EXISTING TO REMAIN.

2. EXISTING TREE TO REMAIN.

3. NEW 4" CONCRETE PAVING (4000 PSI) TO MATCH

EXISTING- ENSURE NEW WALK IS LEVEL WITH

ADJACENT PAVING. PROVIDE CONTROL JOINTS TO

ALIGN WITH EXISTING. PROVIDE 6x6 - W2.9 x W2.9

WIRE MESH REINFORCING CENTERED ON SLAB.

4. NEW 4" CONCRETE PAVING (4000 PSI). ENSURE NEW

PAVING IS LEVEL WITH ADJACENT. CONTROL JOINTS

AS SHOWN. PROVIDE 6x6 - W2.9 x W2.9 WIRE MESH

REINFORCING CENTERED ON SLAB.

5. 12" W. x 4" THK. CONCRETE MOW STRIP.

6. NEW LANDSCAPE AREA TO BE INCORPORATED INTO

EXISTING. GC SHALL REWORK/REROUTE ALL

IRRIGATION LINES AS REQUIRED TO ENSURE

CONTINUED OPERATION TO ALL EXISTING PLANTS.

PROVIDE NEW LANDSCAPE MATERIAL TO MATCH

EXISTING.

7. CUT AND PATCH EXISTING CONCRETE FOR NEW

ELECTRICAL SERVICE. VERIFY EXACT PATHWAY

WITH UTILITY PROVIDER AND NMSU FACILITIES

DEPARTMENT.

8. NEW LOCATION OF EXISTING MEMORIAL TREE.

RE-ROUTE IRRIGATION AND ENSURE PROPER

OPERATION.

9. TRENCH TO EXISTING SWITCH/VAULT. COORDINATE

WITH NMSU IN FIELD AND ELECTRICAL DRAWINGS

FOR EXACT ROUTING AND SERVICE ORIGIN. FILL

TRENCH AND REPLACE GRAVEL AND ASPHALT TO

ORIGINAL CONDITION.

10. EXISTING ELECTRICAL VAULT.

11. MATCH EXISTING WALKWAY ELEVATION.

12. 3x1x1

8" STL. TUBE SECURITY FENCE, SEE 1-3/AS101.

11/25/24

2NEW WORK SITE PLAN

1" = 10'

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1ELECTRICAL SERVICE PATH SITE PLAN

1" =20'

KEYED NOTES

1. LOCATION OF NEW PAD MOUNT TRANSFORMER,

SEE ELECTRICAL. COORDINATE WITH NMSU FOR

EXACT PLACEMENT.

2. EXISTING SWITCHES AND 8'x8' VAULT. NEW

ELECTRICAL SERVICE TO CONNECT INTO SOUTH

VAULT, SEE ELECTRICAL.

3. NEW TRENCH FROM EXISTING VAULT TO NEW PAD

MOUNT TRANSFORMER LOCATION. GC

RESPONSIBLE FOR FILLING TRENCH, SAW CUTTING

AND PATCHING ALL CONCRETE OR ASPHALT. SEE

ELECTRICAL AND COORDINATE WITH NMSU.

4. EXISTING COURTYARD WALL.

5. EXISTING CONCRETE WALK.

6. UNDERGROUND SERVICE ENTRANCE, SEE

ELECTRICAL. SAW CUT EXISTING CONCRETE- PATCH

AND REPAIR.

7. PATCH/REPAIR ASPHALT PAVING.

8. GC TO FILL TRENCH AND REINSTALL GRAVEL

COVER TO MATCH EXISTING CONDITIONS.

AS102

ELECTRICAL

SERVICE PATH

NORTH

REVISION DATE

Project no:

Date:

Sheet:

La st

S av ed B y:

R

S N ov

7,

- 1 1:

am

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-A S1

.d w g

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 May 2024

11/25/24

6'-

9 1 /2"

'-0

GRAVEL

CONC.

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22154

MORA L E SJ O

S E A .

N E

W MEX I CO

ENGI N

EER

PROFESS I ONAL

11-27-24

QUALITY DESIGN AND INNOVATIVE SOLUTIONS

ELECTRICAL | MECHANICAL | PLUMBING | FIRE SAFETY | ENERGY MANAGEMENT

505 S. MAIN ST. | LAS CRUCES | NEW MEXICO | 88001 | 575.500.2164

WWW.RAXISENGINEERING.COM

PR-� CLC�24�014

POC� -UAN MARES

PH� �15�28��7654

-MARES#RAXISENGINEERING.COM

REVISION DATE

Project no:

Date:

Sheet:

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 November 2024

CONDENSATE PLAN

3/16" = 1'-0"CONDENSATE PLAN

3/16" = 1'-0"

P500R1

CONDENSATE

PLAN

KEYED NOTES

PRINTING

METAL

PRINTERS

POWDER

ROOM

PROJECT

ROOM

PROJECT

STORAGE

H160

HALL

3D

PRINTING

OPEN

IT

WORK AREA

H160

HALL

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1. FULL SIZE CONDENSATE DRAIN THROUGH ROOF. FULL SIZE CONDENSATE DRAIN THROUGH ROOF. PROVIDE ROOF FLASHING. 2. EXTEND AND DISCHARGE FULL SIZE DRAIN FROM EXTEND AND DISCHARGE FULL SIZE DRAIN FROM ROOF TOP UNIT CONDENSATE LINE DOWN TO 6” ABOVE MOP SINK.

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NO WORK IN THIS AREA

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11/27/2024

E102R1

ELECTRICAL

SITE

PLAN

22154

MORA L E SJ O

S E A .

N E

W MEX I CO

ENG I N

EER

PROFESS I ONAL

11-27-24

QUALITY DESIGN AND INNOVATIVE SOLUTIONS

ELECTRICAL | MECHANICAL | PLUMBING | FIRE SAFETY | ENERGY MANAGEMENT

505 S. MAIN ST. | LAS CRUCES | NEW MEXICO | 88001 | 575.500.2164

WWW.RAXISENGINEERING.COM

PR-� CLC�24�014

POC� -UAN MARES

PH� �15�28��7654

-MARES#RAXISENGINEERING.COM

REVISION DATE

Project no:

Date:

Sheet:

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 November 2024

ELECTRICAL SITE PLAN

1" = 20'-0"

KEYED NOTES

T T

6'-3 11/16"

GENERAL NOTES

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1. PROPOSED LOCATION OF NMSU PADMOUNT 300 PROPOSED LOCATION OF NMSU PADMOUNT 300 KVA TRANSFORMER, COORDINATE WITH NMSU. BEFORE DOING ANY WORK. FINAL LOCATION OF TRANSFORMER AND ELECTRIC METER TO BE DETERMINED BY NMSU. TRANSFORMER TO BE CONTRACTOR PROVIDED AND INSTALLED 2. LOCATION OF EPEC METER AND PANEL 'HA', REFER LOCATION OF EPEC METER AND PANEL 'HA', REFER TO ELECTRICAL RISER DIAGRAM 1/E700. 1/E700. . 3. UNDERGROUND SERVICE ENTRANCE: 2" CONDUIT UNDERGROUND SERVICE ENTRANCE: 2" CONDUIT WITH 4-#3/0 THWN MCM CU. CONDUCTORS. 4. LOCATION OF 75 KVA TRANSFORMER NEMA 3R. LOCATION OF 75 KVA TRANSFORMER NEMA 3R. 5. LOCATION OF EXISTING EFM/EFW SUBSTATION.2 LOCATION OF EXISTING EFM/EFW SUBSTATION.2 SETS OF TWO SWITCHES SITTING ON AN 8'X8' VAULT WITH A WINDOW CONNECTING THE TWO VAULTS. 6. PROVIDE AND INSTALL 4" PVC CONDUIT INTO THE PROVIDE AND INSTALL 4" PVC CONDUIT INTO THE SOUTH 8X8 VAULT AT THE EFM/EFW SUBSTATION. CABLE TO BE 4/0 AWG, 25-KV, 1/3 CONCENTRIC NEUTRAL, OKONITE OKOGUARD URO-J WITH 1/0 AWG GROUND. 7. USE ONE OF THE 4 SPARE CONDUITS IN THE 6 USE ONE OF THE 4 SPARE CONDUITS IN THE 6 CONDUIT DUCTBACK. DUCTBANK IS TURNED UP INTO THE VAULTS. 8. BREAK OUT THE SPARE CONDUIT FROM THE BREAK OUT THE SPARE CONDUIT FROM THE DUCTBANK AT THE EC COURTYARD MANHOLE. 9. IN THE MANHOLE THERE ARE TWO SETS OF 23.9 IN THE MANHOLE THERE ARE TWO SETS OF 23.9 KV JUNCTION MODULES; ONE SET FOR EFM AND ONE SET FOR EFW. TERMINATE THE NEW CABLE ON THE EFM JUNCTION MODULES. EFM CIRCUIT IS CONDUIT THAT GOES NORTH AND FEEDS CHEMISTRY COMPLEX.

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JOSE A. MORALES, P.E.

AutoCAD SHX Text 03-25-2024

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'HA'

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PANEL

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METER

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ELEC

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AutoCAD SHX Text A. 25 KV CABLES AND SERVICE TRANSFORMER MUST 25 KV CABLES AND SERVICE TRANSFORMER MUST BE HI-POTTED (TESTED) AND TEST RESULTS GIVEN TO NMSU PM. B. DUCTBANK TO BE NMSU STANDARD DUCTBANK 3000 DUCTBANK TO BE NMSU STANDARD DUCTBANK 3000 PSI RED CONDUIT, BOTTOM OF TRENCH 48" BELOW FINISH GRADE, CONDUIT TO BE 4" PVC, AND CONCRETE ENCASEMENT TO BE AT A MINIMUM 4" ON ALL SIDES OF CONDUIT. C. GROUND WIRE ON ELBOWS MUST BE A MINIMUM OF GROUND WIRE ON ELBOWS MUST BE A MINIMUM OF 6' IN LENGTH. D. ALL GROUND TERMINATION MUST BE IRREVERSIBLE ALL GROUND TERMINATION MUST BE IRREVERSIBLE COMPRESSION CRIMP. E. ALL RUBBER GOODS MUST BE ELASTIMOLD ALL RUBBER GOODS MUST BE ELASTIMOLD PRODUCTS (NO SUBSTITUTIONS). OTHER MANUFACTURED PRODUCTS DO NOT PRODUCE RELIABLE VOLTAGE READINGS. F. ALL MEDIUM VOLTAGE EQUIPMENT MUST HAVE AT ALL MEDIUM VOLTAGE EQUIPMENT MUST HAVE AT LEAST ON 3/4"X 10" COPPER CLAD GROUND ROD FOR GROUNDING PURPOSES. G. REFER TO NMSU MEDIUM VOLTAGE GUIDELINES FOR REFER TO NMSU MEDIUM VOLTAGE GUIDELINES FOR MORE DETAILED INFORMATION.

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NEW SAWCUT FOR NEW POWER LINE COORDINATE WITH NMSU

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PROPOSED ADDITION

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EXISTING BUILDING

S E A .

N E

W MEX I CO

ENGI N

EER

PROFESS I ONAL

11-27-24

QUALITY DESIGN AND INNOVATIVE SOLUTIONS

ELECTRICAL | MECHANICAL | PLUMBING | FIRE SAFETY | ENERGY MANAGEMENT

505 S. MAIN ST. | LAS CRUCES | NEW MEXICO | 88001 | 575.500.2164

WWW.RAXISENGINEERING.COM

PR-� CLC�24�014

POC� -UAN MARES

PH� �15�28��7654

-MARES#RAXISENGINEERING.COM

REVISION DATE

Project no:

Date:

Sheet:

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 November 2024

E300R1

POWER

PLAN

POWER PLAN

3/16" = 1'-0"

METAL

PRINTING

POWDER

PRINTERS

PROJECT

ROOMPROJECT

ROOM

STORAGE

HALL

H160

IT

3D

PRINTING

OPEN

WORK AREA

KEYED NOTESPOWER PLAN

3/16" = 1'-0"

T

1/E300 1/E300

2/E300 2/E300

HALL

H160

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LA-26

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1. PROVIDE AND INSTALL 120V RECEPTACLE FOR AIR PROVIDE AND INSTALL 120V RECEPTACLE FOR AIR DRYER. COORDINATE WITH NMSU FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 2. NEW LOCATION OF DISCONNECT FOR AIR COMPRESSOR. NEW LOCATION OF DISCONNECT FOR AIR COMPRESSOR. COORDINATE WITH NMSU FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 3. PROVIDE AND INSTALL FLOOR BOX WITH TWO DUPLEX PROVIDE AND INSTALL FLOOR BOX WITH TWO DUPLEX RECEPTACLES AND SPACE FOR COMMUNICATIONS. FLOOR BOX TO BE LEGRAND WIRE MOLD EFB6S-OG EFB6S-OG OR APPROVED EQUAL. PROVIDE WITH BRASS COVER PROVIDE WITH BRASS COVER PROVIDE WITH BRASS COVER AND INSTALL FLUSH TO FINISHED FLOOR. COORDINATE WITH ARCHITECT OR STRUCTURAL PLANS FOR EXACT OR STRUCTURAL PLANS FOR EXACT FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 4. PROVIDE AND INSTALL 120V RECEPTACLE FOR XYZ PROVIDE AND INSTALL 120V RECEPTACLE FOR XYZ PRINTING EQUIPMENT. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 5. PROVIDE AND INSTALL 230V RECEPTACLE FOR LISA X PROVIDE AND INSTALL 230V RECEPTACLE FOR LISA X PERFORMANCE SET. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 6. PROVIDE AND INSTALL 220V RECEPTACLE FOR MIG PROVIDE AND INSTALL 220V RECEPTACLE FOR MIG PRO 230 XS. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 7. PROVIDE AND INSTALL 230V RECEPTACLE FOR AON PROVIDE AND INSTALL 230V RECEPTACLE FOR AON EQUIPMENT. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 8. PROVIDE AND INSTALL 120V RECEPTACLE FOR MFG PROVIDE AND INSTALL 120V RECEPTACLE FOR MFG PRO COMPONENTS. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 9. PROVIDE AND INSTALL 120V RECEPTACLE FOR WIRE PROVIDE AND INSTALL 120V RECEPTACLE FOR WIRE CUTTER. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 10. PROVIDE AND INSTALL 230V RECEPTACLE FOR 3D PROVIDE AND INSTALL 230V RECEPTACLE FOR 3D PRINTER. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 11. PROVIDE AND INSTALL 30A, 400V, 3PH, 4 WIRE, PROVIDE AND INSTALL 30A, 400V, 3PH, 4 WIRE, HEAVY DUTY, NEMA 3R NON-FUSED DISCONNECT. MAKE CONNECTIONS TO CUT E 350 MACHINE. WITH WATER TIGHT FLEXIBLE CONDUIT. COORDINATE WITH OWNER FOR EXACT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. MACHINE TO BE POWERED BY STEP-DOWN TRANSFORMER 12. PROVIDE AND INSTALL 120V RECEPTACLE FOR PROVIDE AND INSTALL 120V RECEPTACLE FOR PLOTTER. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 13. PROVIDE AND INSTALL 120V RECEPTACLE FOR FUSIO PROVIDE AND INSTALL 120V RECEPTACLE FOR FUSIO 3 EQUIPMENT. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 14. PROVIDE AND INSTALL 120V QUAD-PLEX RECEPTACLE PROVIDE AND INSTALL 120V QUAD-PLEX RECEPTACLE FOR FORM LAB RESIN PRINTER. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 15. PROVIDE AND INSTALL 120V QUAD-PLEX RECEPTACLE PROVIDE AND INSTALL 120V QUAD-PLEX RECEPTACLE FOR BIG RESIN PRINTER. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 16. PROVIDE AND INSTALL 120V QUAD-PLEX RECEPTACLE PROVIDE AND INSTALL 120V QUAD-PLEX RECEPTACLE FOR 3D PRINTERS. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 17. PROVIDE AND INSTALL 15KVA 480-400V STEP-DOWN PROVIDE AND INSTALL 15KVA 480-400V STEP-DOWN TRANSFORMER FOR CUT E 350 MACHINE. COORDINATE WITH NMSU FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. STEP DOWN TRANSFORMER TO BE SUSPENDED FROM CEILING. 18. COORDINATE WITH ARCHITECT FOR EXACT MOUNTING COORDINATE WITH ARCHITECT FOR EXACT MOUNTING LOCATION WITHIN MILLWORK PRIOR TO COMMENCING ANY WORK. 19. PROVIDE AND INSTALL TV BOX ON WALL WITH DUPLEX PROVIDE AND INSTALL TV BOX ON WALL WITH DUPLEX RECEPTACLE AND DATA CABLE OUTLET. INSTALL ON WALL AT 72" A.F.F, VERIFY HEIGHT WITH ARCHITECT PRIOR TO ROUGH-IN. TV BOX TO BE HUBBELL NSAV62M OR APPROVED EQUAL. ALL TV LOCATIONS REQUIRE BLOCKING AS REQUIRED FOR SECURE MOUNTING 20. PROVIDE AND INSTALL 30A 408/277V, 3 PHASE, 4 PROVIDE AND INSTALL 30A 408/277V, 3 PHASE, 4 WIRE, NEMA 3R NON-FUSED DISCONNECT FOR 15 KVA STEP-DOWN TRANSFORMER. MAKE CONNECTIONS TO ROOF TOP UNIT WITH WATER TIGHT FLEXIBLE CONDUIT. 21. PROVIDE 1" CONDUIT WITH 4-#6 CU CONDRS AND PROVIDE 1" CONDUIT WITH 4-#6 CU CONDRS AND 1-#8 CU GND FORM 12KVA STEP DOWN TRANSFORMER TO CUT E 350 MACHINE. COORDINATE WITH NMSU FOR EXACT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. 22. MAKE CONNECTIONS TO CUT 3 MACHINE AS REQUIRED. MAKE CONNECTIONS TO CUT 3 MACHINE AS REQUIRED. COORDINATE WITH MANUFACTURER PRIOR TO COMMENCING ANY WORK. 23. NEW LOCATION OF J-BOX FOR INTERCOM SYSTEM NEW LOCATION OF J-BOX FOR INTERCOM SYSTEM EXTEND CONDUIT AND WIRING AS NECESSARY. COORDINATE WITH NMSU FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 24. PROVIDE AND INSTALL RECEPTACLE FOR POWER TO PROVIDE AND INSTALL RECEPTACLE FOR POWER TO DOOR OPERATOR. COORDINATE WITH OWNER FOR EXACT HEIGHT AND REQUIREMENTS PRIOR TO COMMENCING ANY WORK.

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S E A .

N E

W MEX I CO

ENGI N

EER

PROFESS I ONAL

11-27-24

QUALITY DESIGN AND INNOVATIVE SOLUTIONS

ELECTRICAL | MECHANICAL | PLUMBING | FIRE SAFETY | ENERGY MANAGEMENT

505 S. MAIN ST. | LAS CRUCES | NEW MEXICO | 88001 | 575.500.2164

WWW.RAXISENGINEERING.COM

PR-� CLC�24�014

POC� -UAN MARES

PH� �15�28��7654

-MARES#RAXISENGINEERING.COM

REVISION DATE

Project no:

Date:

Sheet:

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 November 2024

FIRE ALARM GENERAL NOTES

SPECIAL SYSTEMS PLAN

3/16" = 1'-0"

SPECIAL SYSTEMS PLAN

3/16" = 1'-0"

E600R2

SPECIAL

SYSTEMS

PLAN

KEYED NOTES

PROJECT

ROOM

PROJECT

ROOM

STORAGE

METAL

PRINTING

PRINTERSPOWDER

HALL

H160

OPEN

WORK AREA

3D

PRINTING

IT

1/E600 1/E600

2/E600 2/E600

GENERAL NOTES

P

P

HALL

H160

2 2

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AutoCAD SHX Text A. FIRE ALARM INSTALLER TO INSTALL SYSTEM TO MEET ALL NATIONAL FIRE ALARM INSTALLER TO INSTALL SYSTEM TO MEET ALL NATIONAL AND LOCAL FIRE CODES (i.e. NEC 760 AND NFPA). INSTALLER TO SUBMIT TO ARCHITECT "AS BUILT" B. FIRE ALARM INSTALLER TO COORDINATE AND CONNECT SMOKE FIRE ALARM INSTALLER TO COORDINATE AND CONNECT SMOKE DETECTION SYSTEM TO A/C DUCT SYSTEM. C. FIRE ALARM INSTALLER CAN SUBSTITUTE FIRE ALARM FIXTURES FOR FIRE ALARM INSTALLER CAN SUBSTITUTE FIRE ALARM FIXTURES FOR OTHERS OF EQUAL PERFORMANCE. D. F.A. INSTALLER MUST BE CERTIFIED BY THE STATE AND SUBMIT ALL F.A. INSTALLER MUST BE CERTIFIED BY THE STATE AND SUBMIT ALL REQUIRED PLANS AND DRAWINGS, F.A. SYSTEM CALCULATIONS AND ALL APPLICABLE SUBMITTALS TO THE GOVERNING AUTHORITIES TO OBTAIN A PERMIT. E. THE F.A. INSTALLER MUST BID ON A COMPLETE F.A. SYSTEM THAT THE F.A. INSTALLER MUST BID ON A COMPLETE F.A. SYSTEM THAT COMFORMS TO ALL APPLICABLE CODES. F. CONTRACTOR MUST VISIT SITE BEFORE BIDDING ON THIS PROJECT CONTRACTOR MUST VISIT SITE BEFORE BIDDING ON THIS PROJECT AND ALLOW FOR ANY MODIFICATIONS OR ADDITIONS NEEDED TO BE DONE ON THE EXISTING FIRE ALARM PANEL TO ACCOMMODATE ALL NEW DEVICES IN THE NEW ADDITION. G. CONTRACTOR MUST MAKE ALL FINAL CONNECTIONS AND TEST THE CONTRACTOR MUST MAKE ALL FINAL CONNECTIONS AND TEST THE SYSTEM IN THE PRESENCE OF BUILDING PERSONNEL OR ENGINEER. H. PROVIDE AFCI PROTECTION TO ALL CIRCUITS THAT SERVE ANY FIRE PROVIDE AFCI PROTECTION TO ALL CIRCUITS THAT SERVE ANY FIRE ALARM PANEL OR DEVICE. I. FIRE ALARM CONTRACTOR TO CONNECT NEW FIRE ALARM FIRE ALARM CONTRACTOR TO CONNECT NEW FIRE ALARM PROTECTION EQUIPMENT TO EXISTING FIRE ALARM CONTROL PANEL (MS-9200DLS). FIRE ALARM CONTROL PANEL LOCATED IN STORAGE 150. CONTRACTOR TO VERIFY OUTPUTS AND IF REQUIRED REPLACE THE UPGRADE TO FIT NEW FIRE ALARM EQUIPMENT IN THE BUILDING. J. NEW FIRE ALARM DEVICE TO BE COMPATIBLE WITH EXISTING FIRE NEW FIRE ALARM DEVICE TO BE COMPATIBLE WITH EXISTING FIRE ALARM PANEL.

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AutoCAD SHX Text DATA/COMMUNICATIONS J-BOX, PROVIDE J-BOX IN WALL, 4" SQ. DEEP J-BOX WITH SINGLE GANG PLASTER RING. STUBB UP 1" WITH PULLSTRING AND BUSHINGS TO ACCESSIBLE CEILING FOR FIBER OPTIC CAT6 CABLE. TV CABLE BOX, PROVIDE J-BOX IN WALL, 4" SQ. DEEP J-BOX WITH SINGLE GANG PLASTER RING. STUBB UP 3/4" WITH COAX CABLE TO CABLE BOX AT TELEPHONE BOARD. FIRE ALARM HORN/STROBE, NUMBER DENOTES 'cd' RATING, WALL MOUNTED DEVICE PROVIDE 4" SQ. DEEP J-BOX WITH SINGLE GANG PLASTER RING, 1" CONDUIT TO ACCESSIBLE CEILING. FIRE ALARM STROBE, NUMBER DENOTES 'cd' RATING, WALL MOUNTED DEVICE PROVIDE 4" SQ. DEEP J-BOX WITH SINGLE GANG PLASTER RING, 1" CONDUIT TO ACCESSIBLE CEILING. FIRE ALARM PULL STATION, PROVIDE WITH STOPPER PROVIDE 4" SQ. DEEP J-BOX WITH SINGLE GANG PLASTER RING, 1" CONDUIT TO ACCESSIBLE CEILING. CCTV CAMERA BY OTHERS. PROVIDE 4" SQ. DEEP J-BOX WITH SINGLE GANG PLASTER RING, 1" CONDUIT TO ACCESSIBLE CEILING . WIRELESS ACCESS POINT FLOOR BOX PROVIDE WITH DULEX RECPETACLES AND ENOUGH SPACE FOR COMMUNICATIONS. 1" CONDUIT TO ACCESSIBLE CEILING. HDMI CABLE FOR TV 1" CONDUIT.

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1. SHEET FIRE TREATED PLYWOOD ON WALL FOR SHEET FIRE TREATED PLYWOOD ON WALL FOR TELEPHONE BOARD AS SHOWN, COORDINATE WITH OWNER FOR EXACT LOCATION. INSTALL GROUND BAR WITH #6 CU. GND. TO BUILDING STEEL. 2. RISE TO ABOVE ACCESSIBLE CEILING WITH 1" RISE TO ABOVE ACCESSIBLE CEILING WITH 1" CONDUIT WITH PULLSTRING. 3. PROVIDE AND INSTALL TV BOX ON WALL WITH TV PROVIDE AND INSTALL TV BOX ON WALL WITH TV CABLE OUTLET. INSTALL ON WALL AT 72" A.F.F, VERIFY HEIGHT WITH ARCHITECT PRIOR TO ROUGH-IN. TV BOX TO BE HUBBELL NSAV62M OR APPROVED EQUAL. ALL TV LOCATIONS REQUIRE BLOCKING AS REQUIRED FOR SECURE MOUNTING. 4. PROVIDE AND INSTALL FLOOR BOX WITH TWO PROVIDE AND INSTALL FLOOR BOX WITH TWO ROVIDE AND INSTALL FLOOR BOX WITH TWO DUPLEX RECEPTACLES AND SPACE FOR COMMUNICATIONS. FLOOR BOX TO BE LEGRAND WIRE MOLD EFB6S-OG OR APPROVED EQUAL. PROVIDE EFB6S-OG OR APPROVED EQUAL. PROVIDE OR APPROVED EQUAL. PROVIDE PROVIDE PROVIDE WITH BRASS COVER AND INSTALL FLUSH TO FINISHED FLOOR. COORDINATE WITH ARCHITECT FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK 5. PROVIDE AND INSTALL 4" CONDUIT WITH PULLSTRING PROVIDE AND INSTALL 4" CONDUIT WITH PULLSTRING FROM EXISTING IT ROOM IN SECOND FLOOR TO NEW IT ROOM FOR FIBER. COORDINATE WITH NMSU FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 6. PROVIDE AND INSTALL HDMI CABLE AND PROVIDE AND INSTALL HDMI CABLE AND CONNECTIONS FROM COMPUTER DESK TO TV. COORDINATE WITH NMSU FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 7. PROVIDE AND INSTALL HDMI CABLE AND PROVIDE AND INSTALL HDMI CABLE AND CONNECTION FROM INSTRUCTION COMPUTER TO TV. COORDINATE WITH NMSU FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 8. PROVIDE AND INSTALL J-BOX AT 48" A.F.F. FOR PROVIDE AND INSTALL J-BOX AT 48" A.F.F. FOR CARD READER. STUB 3/4" CONDUIT WITH PULLSTRING TO ABOVE ACCESSIBLE CEILING. COORDINATE WITH NMSU IT DEPARTMENTS FOR EXACT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. 9. PROVIDE AND INSTALL J-BOX FOR DOOR STRIKE PROVIDE AND INSTALL J-BOX FOR DOOR STRIKE MAGLOCK. STUB 3/4" CONDUIT WITH PULLSTRING TO I.T ROOM. COORDINATE WITH NMSU FOR EXACT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. 10. COORDINATE WITH ARCHITECT FOR EXACT MOUNTING COORDINATE WITH ARCHITECT FOR EXACT MOUNTING LOCATION WITHIN MILLWORK PRIOR TO COMMENCING ANY WORK 11. PROVIDE AND INSTALL HDMI CABLE WITH CONDUIT PROVIDE AND INSTALL HDMI CABLE WITH CONDUIT DOWN INTO BASE CABINET BELOW FOR PC. COORDINATE WITH NMSU FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. 12. PROVIDE AND INSTALL J-BOX FOR CAMERA BY PROVIDE AND INSTALL J-BOX FOR CAMERA BY OTHERS. EXTEND CONDUIT TO ACCESSIBLE CEILING OR IT ROOM. COORDINATE WITH TENANT FOR EXACT REQUIREMENTS. 13. CONTRACTOR TO PROVIDE AND INSTALL EIA 19" CONTRACTOR TO PROVIDE AND INSTALL EIA 19" RACK WITH 45RU. WITH BOTH FRONT AND REAR MOUNTING RAILS.. COORDINATE WITH NMSU ICT FOR EXACT PLACEMENT AND PLANNING OF ALL ER/TC EQUIPMENT AND COMPONENTS PRIOR TO COMMENCING ANY WORK. 14. PROVIDE AND INSTALL J-BOX ABOVE DOOR FOR PROVIDE AND INSTALL J-BOX ABOVE DOOR FOR VON DUPRIN CHEXIT EGRESS SYSTEM. REFER TO DETAIL 1/E800 15. LOCATION OF REMOTE ALARM FOR VON DUPRIN LOCATION OF REMOTE ALARM FOR VON DUPRIN CHEXIT DEVICE COORDINATE WITH NMSU FOR EXACT LOCATION PRIOR TO COMMENCING ANY WORK. REFER TO DETAIL 1/E800. 16. PROVIDE AND INSTALL J-BOX FOR A MAGNETIC PROVIDE AND INSTALL J-BOX FOR A MAGNETIC HOLD OPEN DEVICE FOR DOOR INTERLOCK WITHE FIRE ALARM SYSTEM. COORDINATE WITH OWNER FOR EXACT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. 17. PROVIDE AND INSTALL J-BOX AT 48" A.F.F. FOR PROVIDE AND INSTALL J-BOX AT 48" A.F.F. FOR ADA PUSH BUTTON. STUB 3/4" CONDUIT WITH ALL REQUIRED WIRING TO DOOR MOTOR. COORDINATE WITH EQUIPMENT INSTALLER FOR EXACT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. PROVIDE AND INSTALL ADA PUSH BUTTON 6R1 HARDWIRE LARCO 6" ROUND PUSH BUTTON. 18. MAKE CONNECTIONS TO DOOR MOTOR FOR ADA MAKE CONNECTIONS TO DOOR MOTOR FOR ADA ACCESS. COORDINATE WITH EQUIPMENT INSTALLER FOR EXACT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. 19. ADA PUSH BUTTON TO BE LOCATED ON PEDESTAL. ADA PUSH BUTTON TO BE LOCATED ON PEDESTAL. 20. PROVIDE AND INSTALL J-BOX FOR POWER SUPPLIES PROVIDE AND INSTALL J-BOX FOR POWER SUPPLIES FOR ACCESS CONTROL. COORDINATE WITH NMSU FOR EXACT LOCATION AND REQUIREMENTS PRIOR TO COMMENCING ANY WORK.

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AutoCAD SHX Text A. ALL CAT6 CABLE TO BE PROVIDED AND INSTALLED ALL CAT6 CABLE TO BE PROVIDED AND INSTALLED BY CONTRACTOR. B. DATA CABLING AND TERMINATIONS BY CONTRACTOR.DATA CABLING AND TERMINATIONS BY CONTRACTOR.

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S E A .

N E

W MEX I CO

ENG I N

EER

PROFESS I ONAL

11-27-24

QUALITY DESIGN AND INNOVATIVE SOLUTIONS

ELECTRICAL | MECHANICAL | PLUMBING | FIRE SAFETY | ENERGY MANAGEMENT

505 S. MAIN ST. | LAS CRUCES | NEW MEXICO | 88001 | 575.500.2164

WWW.RAXISENGINEERING.COM

PR-� CLC�24�014

POC� -UAN MARES

PH� �15�28��7654

-MARES#RAXISENGINEERING.COM

REVISION DATE

Project no:

Date:

Sheet:

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 November 2024

ELECTRICAL RISER DIAGRAM

SCALE: N.T.S

KEYED NOTES

GROUNDING SCHEMATIC

NTS

SERVICE ENTRANCE

NEUTRAL BUS

BONDING JUMPER, #500 CU.

EQUIPMENT GROUND BUS

EQUIPMENT

FOUNDATION

REBAR

GROUND. DRIVEN

3/4" x 10'-0" COPPER CLAD

GROUND RODS MINIMUM 8' APART.

#1/0 CU.

PIPE

CU. COLD WATER

#1/0 CU.

#1/0 CU.

TO TEL.

CABINET

TO CABLE

CABINET

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BONDING JUMPER TO METER CAN, #1/0 CU.

IF AVAILABLEIF AVAILABLE

#1/0 CU.

BUILDING STEEL

IF AVAILABLE

E700R1

ELECTRICAL

RISER

DIAGRAM

GROUNDING SCHEMATIC

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TRANSFORMER

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IF AVAILABLE

WITH INTURNED

STRUT. 1-5/8"

X 1-5/8" X 12 GA.

2 PLACES)

EDGES (TYPICAL,

BSRA-1-100

ISOLATOR-

RUBBER TYPE

STEEL CHANNEL

GALV. PRE-FAB

4 PLACES)

(TYPICAL,

SPRING AND

4 PLACES)

ROD (TYPICAL,

GALV. THREADED

1/2" DIA. TRANSFORMER

STRUCTURE

BUILDING

HAVING HOLDING SPRING AND

GROOVES (TYPICAL, 4 PLACES)

6 PLACES)

LOCKNUTS (TYPICAL,

BOLT UNIT ON TO CHAMFERED NUT

(TYPICAL, 4 PLACES)

2"X2" AMPAD TYPE NRC

RIBBED NEOPRENE PAD

THICK PLATE AND TWO

1-5/8" SQUARE X 1/4"

CHAMFERED NUT WITH

10 PLACES).

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HOLDING SPRING AND

SUSPENDED TRANSFORMER SCHEMATIC

NTS

GENERAL NOTES

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AutoCAD SHX Text

AutoCAD SHX Text

1. NEW METER PER LOCAL ELECTRIC COMPANY REQUIREMENTS. NEW METER PER LOCAL ELECTRIC COMPANY REQUIREMENTS. 2. PANEL 'HA' 400A, 480/277V, 3 PHASE, 4 WIRE, WITH A PANEL 'HA' 400A, 480/277V, 3 PHASE, 4 WIRE, WITH A 400A MAIN C.B. REFER TO PANEL SCHEDULE. 3. 4" CONDUIT WITH 4-#500 THWN CU. CONDUCTORS. 4" CONDUIT WITH 4-#500 THWN CU. CONDUCTORS. 4. 4" CONDUIT WITH 4-#500 THWN CU. CONDUCTORS AND 4" CONDUIT WITH 4-#500 THWN CU. CONDUCTORS AND 1-#1/0 CU. GROUND. 5. GROUNDING SYSTEM PER SCHEMATIC 2/E700. GROUNDING SYSTEM PER SCHEMATIC 2/E700. 6.

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