Addendum 8.pdf
PDF 5 MB Posted
- 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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Other files
| File | Type | Posted |
|---|---|---|
| 1268224-event.pdf | ||
| Subcontractor Listing.pdf | ||
| Addendum 1 Site Visit.pdf | ||
| Addendum 6.pdf | ||
| Drawings.pdf | ||
| Wage Rates Eng Complex.pdf | ||
| ADDENDUM 3.pdf | ||
| ADDENDUM 5.pdf | ||
| ADDENDUM 7.pdf | ||
| ADDENDUM 2.pdf | ||
| Specs.pdf | ||
| BID Form rev 2.1.2024.pdf | ||
| ADDENDUM 4.pdf | ||
| NMSU Construction TC 3-19-24 UGC -- Clean Copy.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:
La st
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
2EXISTING GRADE BEAM
N.T.S.
2DEMOLITION SITE PLAN
1" = 10'
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EXISTING BUILDING
51'-7" 8'-11"
'-1
1"
74'- 8"
9'-6"38'-8 1/2"
8 90°
'-9
'-2
" V .I.F
W W
W W
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74'- 8"
9'-6"
8 90°
'-9
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PROPOSED ADDITION
F.F.E. 3900.67 (100'-0")
MATCH EXISTING
SHOP F.F.E.
'-4
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:
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7,
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pm
La yo ut N am e:
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D at e:
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N M
SU
A
IS
a dd iti on \D
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\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
La yo ut N am e:
A S1
D at e:
N ov
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:\2
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a dd iti on \D
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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.
AutoCAD SHX Text
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
#1/0 CU.
BONDING JUMPER TO METER CAN, #1/0 CU.
IF AVAILABLEIF AVAILABLE
#1/0 CU.
BUILDING STEEL
IF AVAILABLE
E700R1
ELECTRICAL
RISER
DIAGRAM
GROUNDING SCHEMATIC
NTS
TRANSFORMER
NEUTRAL BUS
BONDING JUMPER, #8 CU.
EQUIPMENT GROUND BUS
GROUND. DRIVEN
3/4" x 10'-0" COPPER CLAD
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#8 CU.
PIPE
CU. COLD WATER
#8 CU.
IF AVAILABLE
#8 CU.
BUILDING STEEL
STEP DOWN TRANSFORMER
IF AVAILABLE
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NTS
TRANSFORMER
NEUTRAL BUS
BONDING JUMPER, #4 CU.
EQUIPMENT GROUND BUS
GROUND. DRIVEN
3/4" x 10'-0" COPPER CLAD
GROUND RODS MINIMUM 8' APART.
#4 CU.
PIPE
CU. COLD WATER
#4 CU.
IF AVAILABLE
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BUILDING STEEL
STEP DOWN TRANSFORMER
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).
GROOVES (TYPICAL,
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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