SIMPSON COULTER | STUDIO

151 E WARM SPRINGS RD

LAS VEGAS, NV 89119

P: (702) 435-1150

OWNER ARCHITECT

SCS-2024015

BID SET

GATE REPLACEMENT

NEVADA ARMY NATIONAL GUARD

2460 FAIRVIEW DRIVE

CARSON CITY, NV 89701

P: (775) 884-8459

TJK CONSULTING ENGINEERS

8728 SPANISH RIDGE AVENUE,

LAS VEGAS, NV 89148

P: (702) 871-3621

ELECTRICAL ENGINEER

CONSULTANTS

NVARNG ANTHONY COMETA COMPLEX

JUNE 05, 2026

KLEINFELDER

6960 SMOKE RANCH ROAD,

SUITE 110

LAS VEGAS, NV 89128

P: (702) 255-8100

CIVIL ENGINEER

WRIGHT ENGINEERS

1645 VILLAGE CENTER CIRCLE,

SUITE 10

LAS VEGAS, NV 89134

P: (702) 933-7000

STRUCTURAL ENGINEER

VICINITY MAP

NOT TO SCALE

N O

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H

PROJECT

SITE

ABBREVIATIONS

AB

ACI

AD

ADJ

AFF

AL

ANSI

ARCH

ASS'Y

ASTM

A/V

BOT

BD

BLDG

BRG

C.F.C.I.

C.F.O.I.

CL OR CLR

CLG

COL

CONC

CONT

CPT

CT

CSK

D

DBL

DEG

DEPT

DTL

DF

DIA

DIM

DWG

EA

EL, ELEV

ELEC

EWC

EXH

EXIST

EXT

FD

FDN

FEC

FLR

FT

FTG

GA

GALV

GB

GFI

GR

GYP. BD.

HB

HDWD

HDWR

HORIZ

HVAC

ID

IN

INCL

INFO

INT

JT

LAM

LAV

LB, LBS

MATL

MAX

MECH

MED

MTL

MEZZ

MIN

MFR

MISC.

MO

MTD

N/A

NIC

NO.

NOM

NVE.

NTS

OC

OD

O.F.C.I.

O.F.O.I.

OPNG

OPP

PLAM

PL

PL

PLYWD

PTD

PVC

QTY

RA

RD

REF.

REQ'D

REV

RM

RO

ROW

SA

SC

SD

SECT

SHT

SIM

SPEC

SQ

SST

STA

STD

STL

STOR

STRUCT

SUSP

SYM

T & G

THK

T.O.

T.O.P.

T.O.S.

T.O.W.

TPTB

TYP

UL

U.N.O.

UR

VERT

V.I.F.

VCT

W/

W.C.

WD

W/O

W.P.

W.I.

YD

AND

AT

EQUAL

FOOT, FEET

INCH, INCHES

POUND, NUMBER

ANCHOR BOLT

AMERICAN CONCRETE INSTITUTE

AREA DRAIN

ADJUSTABLE

ABOVE FINISHED FLOOR

ALUMINUM

AMERICAN NATIONAL

STANDARDS INSTITUTE

ARCHITECT, ARCHITECTURAL

ASSEMBLY

AMERICAN SOCIETY OF TESTING AND

MATERIALS

AUDIO/VISUAL

BOTTOM

BOARD

BUILDING

BEARING

CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED,

OWNER INSTALLED

CLEAR

CEILING

COLUMN

CONCRETE

CONTINUOUS

CARPET

CERAMIC TILE

COUNTER SINK

PENNY (NAILS, ETC.)

DOUBLE

DEGREE

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DRAWING

EACH

ELEVATION

ELECTRICAL

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXTERIOR

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER CABINET

FINISH

FLOOR

FOOT OR FEET

FOOTING

GAUGE

GALVANIZED

GRAB BAR, GYPSUM BOARD

GROUND FAULT INTERRUPTER

GRADE

GYPSUM BOARD

HOSE BIBB

HARDWOOD

HARDWARE

HORIZONTAL

HEATING, VENTILATING,

AIR CONDITIONING

INSIDE DIAMETER

INCH OR INCHES

INCLUDE OR INCLUDED

INFORMATION

INTERIOR

JOINT

LAMINATE

LAVATORY

POUND, POUNDS

MATERIALS

MAXIMUM

MECHANICAL

MEDIUM

METAL

MEZZANINE

MANUFACTURER

MINIMUM, MINUTE

MISCELLANEOUS

MASONRY OPENING

MOUNTED

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

NEVADA ENERGY

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED,

CONTRACTOR INSTALLED

OWNER FURNISHED,

OWNER INSTALLED

OPENING

OPPOSITE

PLASTIC LAMINATE

PROPERTY LINE

PLATE

PLYWOOD

PAPER TOWEL DISPENSER

POLY VINYL CHLORIDE

QUARRY TILE

QUANTITY

RADIUS

RETURN AIR

ROOF DRAIN

REFRIGERATOR

REQUIRED

REVISION, REVERSE

ROOM

ROUGH OPENING

RIGHT OF WAY

SUPPLY AIR

SOLID CORE, SEALED CONCRETE

SOAP DISPENSER, SMOKE DAMPER

SECTION

SHEET

SIMILAR

SPECIFICATION

SQUARE

STAINLESS STEEL

STATION

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYMMETRICAL

TOP OF CURB

TONGUE AND GROOVE

THICK

TOP OF

TOP OF PARAPET

TOP OF STEEL

TOP OF WALL

TREATED PLYWOOD TERMINAL BOARD

TYPICAL

UNDERWRITER'S LABORATORY

UNLESS NOTED OTHERWISE

URINAL

VERTICAL

VERIFY IN FIELD

VINYL COMPOSITION TILE

WITH

WATER CLOSET

WOOD

WITHOUT

WORK POINT, WALL PADDING

WROUGHT IRON

YARD

FIN

CMU

CNTR

CONCRETE MASONRY UNITS

COUNTER R

T.O.C.

DIAMETER, ROUND, PHASE

CENTERLINECL

ANGLE

QT

AP ACOUSTICAL PANEL

AT

ACOUSTICAL CEILING TILE

BFC BROOM FINISHED CONCRETE

CG CORNER GUARD

COND CONDITION

CP CEMENT PLASTER

DW DISHWASHER

E.I.F.S. EXTERIOR INSULATION AND

FINISH SYSTEM

FS FLOOR SAFE, FLOOR SINK

MB MARKER BOARD

MCJ MASONRY CONTROL JOINT

MS MOP STRIP

RH ROBE HOOK

RB RESILIENT BASE, RUBBER BASE

SCR SHOWER CURTAIN AND ROD

SL LOCKERS

TB TACKBOARD

WF WOOD FLOORING

IBC INTERNATIONAL BUILDING CODE

CO CLEAR OPENING

FOF FACE OF FINISH

GENERAL NOTES

1. ALL CONSTRUCTION SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG), ANSI A117.1, AND ALL LOCAL GOVERNING FIRE, LIFE SAFETY, AND BUILDING CODES, REQUIREMENTS AND

REGULATIONS, LATEST ADOPTED EDITIONS.

2. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE OR MASONRY FACE OR STUD WALLS, OR CENTERLINE OF

COLUMNS UNLESS NOTED OTHERWISE.

3. CONTRACTOR SHALL COORDINATE ALL DISCIPLINES AND ALL ASPECTS OF WORK. CONFLICTS AND

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.

4. ALL FINISH ELEVATIONS ARE TO TOP OF WALKS, GRADE, PAVING, WALLS, ROOFS, ETC. UNLESS OTHERWISE

NOTED.

5. ALL SOIL BERMS SHALL BE CONSTRUCTED TO DRAIN AWAY FROM VERTICAL SURFACES.

6. ALL GROUND PREPARATION SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A COPY OF THIS REPORT.

7. ALL SURFACES WHICH RECEIVE A SPECIAL FINISH, FLOOR COVERING, COATINGS, HARDENERS, WATERPROOFING, ETC. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFIC FINISH MANUFACTURERS SPECIFICATIONS, RECOMMENDATIONS AND INSTRUCTIONS. PRIOR TO APPLICATION OF A SPECIAL FINISH, A WRITTEN ACCEPTANCE

OF THE SURFACE SHALL BE SUBMITTED TO THE ARCHITECT BY THE GENERAL CONTRACTOR.

8. ALL CONCRETE WALKS, RAMPS, STEPS, CURBS AND EQUIPMENT PADS SHALL HAVE A MEDIUM BROOM FINISH, PERPENDICULAR TO THE PATH OF TRAVEL, UNLESS NOTED OTHERWISE.

9. CONTRACTOR SHALL PROVIDE A MINIMUM 4" RAISED CONCRETE HOUSEKEEPING PAD, UNLESS NOTED OTHERWISE AT ALL LOCKERS, MECHANICAL, ELECTRICAL EQUIPMENT (BOILERS, CHILLERS, PUMPS, PANELS, SWITCHBOARDS, ETC.). COORDINATE EXACT SIZE REQUIREMENTS WITH EQUIPMENT TO BE INSTALLED. PROVIDE

ASPHALTIC BITUMINOUS SEPARATIONS BETWEEN ALL ADJACENT SURFACES.

10. SAW CUTS IN LIEU OF CONSTRUCTION JOINTS ARE NOT ALLOWED IN CONCRETE SLABS AND SIDEWALKS. ANY

DEVIATION IS TO BE REQUESTED AND APPROVED BY ARCHITECT.

11. ALL SURFACES UPON WHICH PEDESTRIANS AND OCCUPANTS CAN WALK SHALL BE FINISHED SUCH THAT THE MINIMUM STATIC COEFFICIENT OF SLIDING FRICTION BETWEEN THE SURFACE AND NORMAL HARD-SOLED SHOES =

0.60 AND 0.80 FOR RAMPS.

12. ALL CONCRETE AND MASONRY CONNECTIONS AND JOINTS SHALL BE COMPLETELY SEALED AND WATERPROOFED WITH BACKER ROD AND SEALANT REFER TO EACH APPLICABLE SPECIFICATION SECTION AND/OR DRAWING

DETAILS.

13. CONTRACTOR SHALL COORDINATE ALL CONCRETE SLABS TO SLOPE AWAY FROM BUILDING, TO SLOPE TOWARD

DRAINS AT LESS THAN 2% SLOPE EACH WAY, TO RECESS FOR TILE APPLICATIONS, ETC.

14. ALL CONCRETE, MASONRY, STEEL SURFACES ADJACENT TO SOIL, PLANTERS, GRADED AREAS SHALL BE PROVIDED WITH A MONOLITHIC WATERPROOF SYSTEM EXTENDING FROM BOTTOM OF FOOTING TO 4" ABOVE SOIL.

15. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH AND FINISHED WITH NO PITS FOR ARCHITECTURAL

APPEARANCE TO A LEVEL ACCEPTABLE TO THE ARCHITECT.

16. ALL EXPOSED METAL SURFACES ARE TO BE PAINTED TO MATCH ADJACENT SURFACES.

17. PROVIDE SEALANT, CAULK AND SEPARATION AND/OR APPROPRIATE COATING BETWEEN ALL SIMILAR AND

DISSIMILAR METALS AND MATERIALS.

18. COATINGS MUST COMPLY WITH ALL LOCAL AND FEDERAL LAWS GOVERNING VOLATILE ORGANIC COMPOUNDS, AND ALL EPA RECOMMENDATIONS.

19. CONTRACTOR SHALL NOT SCALE ANY DRAWING IN THIS PROJECT SET. IF A DISCREPANCY IS FOUND, THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY. GRAPHIC SCALES (IF SHOWN) ARE PROVIDED FOR REFERENCE

ONLY.

20. ALL TRANSITIONS BETWEEN SIMILAR OR DISSIMILAR MATERIALS, EQUIPMENT, ACCESSORIES, ETC. SHALL BE

CAULKED AND/OR SEALED.

21. CONTRACTOR IS RESPONSIBLE TO COORDINATE LOCATION OF ALL ACCESS DOORS FOR PLUMBING, MECHANICAL & ASSOCIATED TRADES TO INSURE SERVICEABILITY OF EQUIPMENT. ALL ACCESS DOORS EXPOSED TO GENERAL

PUBLIC ARE REQUIRED TO BE LOCKABLE.

22. CONTRACTORS LICENSED BY THE OFFICE OF THE STATE FIRE MARSHALL ARE REQUIRED TO SUBMIT PLANS TO THE STATE FIRE MARSHAL FOR REVIEW ON THE AUTOMATIC FIRE SPRINKLER AND ASSOCIATED BOOSTER PUMPS, FIRE ALARM, AND UNDERGROUND FIRE WATER PIPING.

23. CONTRACTOR IS RESPONSIBLE TO SUBMIT DEFERRED SUBMITTALS IN ACCORDANCE WITH IBC 106.3.4.2 AND IBC 106.1.1.

24. CONTRACTOR IS RESPONSIBLE FOR COORDINATING, VERIFYING, AND CONSTRUCTING GRADE VARIATIONS BETWEEN FENCING PILASTERS TO ENSURE A MAXIMUM ALLOWABLE GAP BETWEEN EXISTING OR NEW GRADES

AND BOTTOM OF FENCE PICKETS IS NO MORE THAN 4" UNLESS NOTED OTHERWISE.

25. ALL EXTERIOR CONCRETE PAVING IS TO BE PROVIDED WITH A MINIMUM 8" X 8" X CONTINUOUS THICKENED EDGE WITH CONTINUOUS NO. 4 BAR AT MID-POINT OF SLAB EDGE, UNLESS NOTED OTHERWISE. ALL EXTERIOR CONCRETE PAVING IS TO BE PROVIDED WITH A 6" X 6" X1.6 WELDED WIRE FABRIC AT MID-HEIGHT TO 3" FROM

EACH SLAB EDGE WIDTH.

NORTH

C.2

A1.01

TYP.

A1.01

TYP.

WINDOW / OPENING

IDENTIFICATION TAG

PARTITION

IDENTIFICATION TAG

MATERIAL

IDENTIFICATION TAG

KEYNOTE

REFERENCE

GRID BUBBLE

DOOR

IDENTIFICATION TAG

ROOM NAME /

ROOM NUMBER TAG

NORTH ARROW

ELEVATION DATUM AND

ELEVATION, A.F.F., UNLESS

NOTED OTHERWISE

CENTERLINE

REFERENCE

BUILDING / WALL SECTION

DIRECTION & CALL-OUT

DETAIL /

SECTION CALL-OUT

SYMBOL LEGEND

Name Elevation

Room name

CODE ANALYSIS

PROJECT DESCRIPTION

This project involves the modification & retrofiting of the existing Anthony Cometa Campus' manual sliding entry gate. The site is located along the intersection of Arville Street & West Serene Avenue and the entry gate is located on the north side of the property.

The modifications & retrofiting summary of this entry gate include the following (refer to civil, structural, and electrical drawings for additional information on scope of work).

• Installation of a automated gate operator with access control

• Retrofit the existing metal gate and supports to accomodate gate motor

• Contruction of concrete pad and bollard protection

• Connection of electrical and low voltage back to the existing Feild Maintenance Shop Building

• Installation of automatic vehicle detection loops

This project is exclusively exterior in scope and involves no modifications to the existing building structure, occupancy, or systems.

As such, it does not affect the compliance of the existing building with applicable codes. The proposed work will adhere to all relevant exterior safety, electrical, and zoning standards to ensure compliance without impacting the existing building or existing code requirements.

CODE ANALYSIS

NEVADA STATE PUBLIC WORKS ADOPTED CODES (AND APPLICABLE STANDARDS)

• 2018 International Building Code

• 2018 International Energy Conservation Code

• 2018 Uniform Mechanical Code

• 2018 Uniform Plumbing Code

• 2017 National Electrical Code

• 2018 International Fire Code

• 2018 International Energy Conservation Code

• 2018 International Existing Building Code

• 2009 ICC/ANSI A11.7.1 Accessible & Usable Building & Facilities

• 2018 International Fire Code NFPA Standards

• 2018 International Building Code NFPA Standards

• 2023 Nevada Revised Statutes Chapter 477

SITE AREA:

Parcel Acreage: 54.14 Acres Approximate Work Area: 3,500 SF

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151 E. Warm Springs Rd.

Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

STAMP

DATE

PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

06/05/26

SCS-2024015

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SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

G0.00 COVER SHEET

G0.01 GENERAL NOTES

CIVIL

C0.00 COVER SHEET

C0.01 GENERAL NOTES

C0.02 NOTES, LEGEND & ABBREVIATIONS

C1.00 DEMOLITION PLAN

C3.00 GRADING PLAN

ARCHITECTURAL SITE

AS1.01 ARCHITECTURAL SITE PLAN

AS1.02 ARCHITECTURAL SITE DETAILS

STRUCTURAL

S0.01 GENERAL STRUCTURAL NOTES, ABBREVIATIONS, PLAN AND DETAILS

ELECTRICAL

E0.01 GENERAL INFORMATION

E0.10 IECC

E0.30 SITE PLAN

E1.01 ELECTRICAL PLANS

E5.01 ONE-LINE DIAGRAM AND SCHEDULES

E7.01 DIAGRAMS

NO. DATE DESCRIPTION

06/01/2026

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151 E. Warm Springs Rd.

Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

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PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

6/5/2026

SCS-2024015

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NO. DATE DESCRIPTION

6-5-2026

STATE OF NEVADA

CIVIL ENGINEEROWNER/DEVELOPER

KLEINFELDER

6280E S. VALLEY VIEW BLVD, SUITE 500

LAS VEGAS, NV 89118

NICHOLAS S. APPUGLISE, PE

PHONE - (725) 222-5568

4500 W SILVERADO RANCH BLVD

LAS VEGAS, NEVADA 89139

APN: 177-19-302-011

ACREAGE = 54.14 AC

NEVADA DIVISION OF STATE LANDS

901 S STEWART STREET #5003

CARSON CITY, NV 89701

775-684-2720

NEVADA ARMY NATIONAL

GUARD GATE REPLACEMENT

BID SET

6/5/2026

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151 E. Warm Springs Rd.

Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

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PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

6/5/2026

SCS-2024015

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151 E. Warm Springs Rd.

Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

STAMP

DATE

PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

6/5/2026

SCS-2024015

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APN #177-19-204-003

COUNTY OF CLARK(AVIATION)

SERENE AVENUE

(PUBLIC

APN #177-19-302-011

STATE OF NEVADA

DIV OF LANDS

3 5

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151 E. Warm Springs Rd.

Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

STAMP

DATE

PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

6/5/2026

SCS-2024015

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APN #177-19-204-003

COUNTY OF CLARK(AVIATION)

SERENE AVENUE

(PUBLIC

APN #177-19-302-011

STATE OF NEVADA

DIV OF LANDS

20165 2347.67

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Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

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PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

6/5/2026

SCS-2024015

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PROPERTY LINE

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02.57

02.52 TYP.AS1.02

SHEET NOTES

1. REFER TO CIVIL DRAWINGS FOR GRADING, EXISTING AND

NEW UTILITY LINES, EXISTING SITE AND EROSION CONTROL

PLAN, SURVEY CONTROL POINTS AND ALL CIVIL ASSOCIATED

SITE WORK.

2. THE CONTRACTOR SHALL FIELD SURVEY AND VERIFY EXACT

LOCATIONS OF ALL PROPERTY LINES WITH RESPECT TO THE

NEW PROPOSED WORK, TO CONFORM WITH ALL REQUIRED

SETBACKS. THE CONTRACTOR SHALL ALSO SURVEY THE

EXISTING GRADES AND TOPOGRAPHY WITH RESPECT TO ALL

THE NEW PROPOSED WORK TO CONFIRM COMPLIANCE WITH

ALL REQUIRED HEIGHT LIMITS. SURVEY SHALL BE

PERFORMED PRIOR TO ANY WORK. IF ANY DISCREPANCIES

WITH THE APPROVED PLANS ARE DISCOVERED, NOTIFY THE

ARCHITECT IMMEDIATELY.

3. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND

LOCATION OF ALL UTILITIES ON THE PROJECT SITE BEFORE

COMMENCING WORK OR ANY TRENCHING. NOTICE OF THE

PROPOSED WORK SHALL BE GIVEN TO THE APPLICABLE GAS,

ELECTRIC, TELEPHONE, SEWER AND WATER AGENCIES

HAVING JURISDICTION.

4. COORDINATE ALL SITE WORK WITH CIVIL, PLUMBING,

ELECTRICAL AND LANDSCAPE DRAWINGS. CONTRACTOR

SHALL NOTIFY ARCHITECT IN WRITING OF ANY

DISCREPANCIES PRIOR TO ANY WORK.

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151 E. Warm Springs Rd.

Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

STAMP

DATE

PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

06/05/2026

SCS-2024015

AS1.01

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SCALE: 1/64" = 1'-0"1

SITE PLAN

10' - 0" 40' - 0"

20' - 0"

80' - 0"

KEYNOTE LEGEND

NO. KEYNOTE

02.50 EXISTING DRAINAGE CHANNEL TO REMAIN PROTECTED IN

PLACE.

02.52 EXISTING PERIMETER SITE FENCING TO REMAIN PROTECTED

IN PLACE.

02.57 EXISTING HIGH REINFORCED CONCRETE SURFACE.

N

W. SERENE AVE.

02.53 02.53

02.56 02.56

26.0126.01

02.55

02.59 02.59

02.60 02.60

02.61 02.6202.62

W. SERENE AVE.

AS1.02

AS1.02

26.01

02.57

02.5002.50

02.52

02.52

26.01

03.09 03.09

02.54

26.06

05.0905.09

11.2211.22

26.05

03.10

03.13 03.13

26.07

26.07

26.08

11.23

03.09

03.09

02.63

SHEET NOTES

1. REFER TO CIVIL DRAWINGS FOR GRADING, EXISTING AND

NEW UTILITY LINES, EXISTING SITE AND EROSION CONTROL

PLAN, SURVEY CONTROL POINTS AND ALL CIVIL ASSOCIATED

SITE WORK.

2. THE CONTRACTOR SHALL FIELD SURVEY AND VERIFY EXACT

LOCATIONS OF ALL PROPERTY LINES WITH RESPECT TO THE

NEW PROPOSED WORK, TO CONFORM WITH ALL REQUIRED

SETBACKS. THE CONTRACTOR SHALL ALSO SURVEY THE

EXISTING GRADES AND TOPOGRAPHY WITH RESPECT TO ALL

THE NEW PROPOSED WORK TO CONFIRM COMPLIANCE WITH

ALL REQUIRED HEIGHT LIMITS. SURVEY SHALL BE

PERFORMED PRIOR TO ANY WORK. IF ANY DISCREPANCIES

WITH THE APPROVED PLANS ARE DISCOVERED, NOTIFY THE

ARCHITECT IMMEDIATELY.

3. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND

LOCATION OF ALL UTILITIES ON THE PROJECT SITE BEFORE

COMMENCING WORK OR ANY TRENCHING. NOTICE OF THE

PROPOSED WORK SHALL BE GIVEN TO THE APPLICABLE GAS,

ELECTRIC, TELEPHONE, SEWER AND WATER AGENCIES

HAVING JURISDICTION.

4. COORDINATE ALL SITE WORK WITH CIVIL, PLUMBING,

ELECTRICAL AND LANDSCAPE DRAWINGS. CONTRACTOR

SHALL NOTIFY ARCHITECT IN WRITING OF ANY

DISCREPANCIES PRIOR TO ANY WORK.

PLACEHOLDER 1

0' - 0"

PLACEHOLDER 1

0' - 0"

AS1.02

02.54

02.56

26.06

03.12 03.12

11.22

03.09

10.34

02.54

PLACEHOLDER 1

0' - 0"

PLACEHOLDER 1

0' - 0"

PLACEHOLDER 1

0' - 0"

10.34

11.22

03.12 26.0103.09

D E

P T

H

1/4" WIDE SAWCUT

3/4" SEALANT ROAD SURFACE

1" LONG BACKER ROD

SPACED AT 12" O.C.

18AWG XLPE VEHICLE

LOOP DETECTION

WIRE (4 TURNS)

1/4" WIDE X 2" DEEP

PAVEMENT SAWCUT

4 TURNS OF 18 AWG

XLPE VEHICLE LOOP

DETECTION WIRE

TWISTED PAIR LEAD-IN

WIRE TO ELECTRONIC

VEHICLE LOOP DETECTOR

(MIN 6 TWISTS/FOOT)

8' - 0"

6'

0"

P R

O J E

C T

N A

M E

O W

N E

R

S H

E E

T T

IT

L

E

151 E. Warm Springs Rd.

Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

STAMP

DATE

PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

06/05/2026

SCS-2024015

AS1.02

A R

C H

IT

E

C T

U R

A L

S

IT

E D

E T

A

IL

S

A N

T H

O N

Y C

O M

E T

A C

O M

P L

E X

G A

T E

R E

P L

A C

E M

E N

T

BID SET

N E

V A

D A

A R

M Y

N A

T

IO

N A

L G

U A

R D

SCALE: 1/8" = 1'-0"1

DEMOLITION SITE PLAN

SCALE: 1/8" = 1'-0"2

ENLARGED SITE PLAN

SCALE: 1/8" = 1'-0"3

NORTH ELEVATION

SCALE: 1/8" = 1'-0"4

SOUTH ELEVATION

KEYNOTE LEGEND

NO. KEYNOTE

02.50 EXISTING DRAINAGE CHANNEL TO REMAIN PROTECTED IN

PLACE.

02.52 EXISTING PERIMETER SITE FENCING TO REMAIN PROTECTED

IN PLACE.

02.53 EXISTING CONCRETE CURB TO BE DEMOLISHED TO

ACCOMMODATE SLIDEDRIVER CONCRETE PAD.

02.54 EXISTING MASONRY FENCE PILASTER TO REMAIN

PROTECTED IN PLACE.

02.55 EXISTING ELECTRICAL BOX, CONDUITS, AND CONCRETE

SLAB BELOW TO BE DEMOLISHED AND RELOCATED.

02.56 EXISTING METAL GATE TO BE REMOVED, MODIFIED, AND

THEN REINSTALLED TO FACILITATE MANUFACTURER

REQUIREMENTS FOR MOTORIZED GATE OPERATOR.

02.57 EXISTING HIGH REINFORCED CONCRETE SURFACE.

02.59 EXISTING 4"X4" HSS COLUMN TO BE REPOSITIONED PER

GATE MANUFACTURER'S RECOMMENDATIONS.

02.60 EXISTING EXPOSED CONDUITS TO BE RELOCATED TO

ACCOMMODATE NEW MOTORIZED OPERATOR - REFER TO

MANUFACTURER'S SPECIFICATIONS.

02.61 EXISTING SPEED BUMP TO BE DEMOLISHED.

02.62 EXISTING CONCRETE SLAB & CURB TO BE DEMOLISHED TO

ACCOMMODATE NEW POST LOCATION & UNDERGROUND

CONDUIT.

02.63 EXISTING ELECTRICAL VAULT TO REMAIN PROTECTED IN

PLACE.

03.09 NEW CONCRETE BOLLARD - REFER TO CIVIL DRAWINGS

03.10 NEW CONCRETE 6" PAD TO ACCOMMODATE MOUNTED GATE

ACCESS CONTROL DEVICE - REFER TO CIVIL DRAWINGS

03.12 NEW 20" WIDE BY 30" LENGTH BY 16" DEEP BY CONCRETE

PAD FOR NEW GATE MOTORIZED OPERATOR - REFER TO

MANUFACTURER SPECIFICATIONS

03.13 NEW CONCRETE SLAB & CURB TO MATCH EXISTING

CONDITION.

05.09 NEW LOCATION OF 4"X4" HSS SUPPORT COLUMN PER GATE

MANUFACTURER RECOMMENDATIONS. REFER TO

STRUCTURAL.

10.34 NEW GATE OPENER RAIL TO BE INSTALLED ON EXISTING

METAL GATE - REFER TO MANUFACTURERS SPECIFICATIONS

11.22 NEW SLIDEDRIVER 30F MOTORIZED GATE OPERATOR -

REFER TO MANUFACTURERS SPECIFICATIONS.

11.23 NEW IN-GROUND VEHICLE DETECTION LOOP. REFER TO

MANUFACTURER SPECIFICATIONS.

26.01 EXTERIOR UNDERGROUND CABLE BOX REFER TO

ELECTRICAL DRAWINGS.

26.05 NEW MOUNTED GATE ACCESS CONTROL BOX & CARD KEY

ENTRY DEVICE

26.06 NEW ELECTRICAL PANEL AND CONDUIT LOCATION

26.07 UNDERGROUND CONDUIT TO NEW ACCESS CONTROL BOX.

SEE ELECTRICAL DRAWINGS.

26.08 NEW CONDUITS FOR FUTURE ACCESS CONTROL BOX. SEE

ELECTRICAL DRAWINGS.

SCALE: 3/8" = 1'-0"5

GATE PROFILE

N

4' - 0" 16' - 0"

8' - 0"

32' - 0"

N

4' - 0" 16' - 0"

8' - 0"

32' - 0"

SCALE: 3" = 1'-0"7

VEHICLE DETECTION LOOPS

SCALE: 1/2" = 1'-0"6

VEHICLE DETECTION LOOPS

CONTINUOUS

CENTER LINE

ARCHITECTURAL

DIAMETER

DIAGONAL

CONTROL JOINT

ANCHOR BOLT

INTERNATIONAL BUILDING CODE

HOLLOW STRUCTURAL SECTION

EACH FACE

EACH WAY

ELEVATION

ELECTRICAL

FINISH FLOOR

INFORMATION

AND MATERIALS

CONSTRUCTION

COMPLETE JOINT PENETRATION

GENERAL STRUCTURAL NOTES

AMERICAN IRON AND STEEL

ALL COMMON SURFACES

AMERICAN CONCRETE INSTITUTE

FTG.

FT.

FLR.

HORIZ.

IBC

GA.

G.S.N.

HSS

INFO.

GAUGE

FLOOR

FOOT

HORIZONTAL

FOOTING

ELECT.

AISI

ARCH'L.

ACI

LC

DIA.

C.J.

BOT.

A.C.S.

C.J.P.

CLR.

COL.

DWG.

CONT.

DIAG.

BRG.

A.B.

E.W.

E.F.

EQ.

ELEV.

F.F.

CLEAR DIMENSION TO FACE OF

BOTTOM

DRAWING

COLUMN

BEARING

EQUAL

B.F.F. BELOW FINISH FLOOR

GIRDER TRUSSG.T.

AMERICAN INSTITUTE OF STEELAISC

AMERICAN SOCIETY FOR TESTINGASTM

REBAR

INSTITUTE

PLYWD.

LLH

MAX.

OPP.

N.T.S.

MISC.

PLF

PL.

O.D.

o.c.

MIN.

SPEC.

STD.

SIM.

PSI

PSF

REQ'D.

MECH.

MFR.

LLV

K.O.

KSI

JT.

K

LONG LEG HORIZONTAL

POUNDS PER SQUARE FOOT

OUTSIDE DIAMETER

POUNDS PER SQUARE INCH

POUNDS PER LINEAR FOOT

SPECIFICATION

MISCELLANEOUS

NOT TO SCALE

MANUFACTURER

LONG LEG VERTICAL

MAXIMUM

STANDARD

PLYWOOD

ON CENTER

OPPOSITE

REQUIRED

MINIMUM

PLATE

SIMILAR

MECHANICAL

KIPS PER SQUARE INCH

KIP (1,000 LBS)

KNOCKOUT

JOINT

GLB GLULAM BEAM

LAMINATED VENEER LUMBERLVL

PSL PARALLEL STRAND LUMBER

I.D. INSIDE DIAMETER

LSL LAMINATED STRAND LUMBER

ICC INTERNATIONAL CODE COUNCIL

B.F. BOUNDARY FASTENERS

ENGINEER OF RECORDE.O.R.

AMERICAN WELDING SOCIETYAWS

CONCRETE REINFORCING STEELCRSI

INSTITUTE RCSC RESEARCH COUNCIL ON

STRUCTURAL CONNECTIONS

SLRS SEISMIC LOAD RESISTING SYSTEM

ANCHOR RODA.R.

INSTITUTE

AMERICAN NATIONAL STANDARDS

ALTERNATEALT.

ANSI

CANTILEVEREDCANT.

ANCHOR TIE-DOWN SYSTEMATS

THRU

T.O.L.

T & B

T.O.D.

T.O.F.

T.O.S.

T.O.W.

U.N.O.

VERT.

T & G w/o

TYP.

T.O.

WT.

w/

TONGUE AND GROOVE

UNLESS NOTED OTHERWISE

TOP AND BOTTOM

TOP OF LEDGER

TOP OF WALL

TOP OF STEEL

TOP OF FOOTING

TOP OF DECK

THROUGH

VERTICAL

TYPICAL

TOP OF

WITHOUT

WEIGHT

WITH

SW SHEAR WALL

STK STACKED

EVALUATION SERVICE REPORTESR

IAPMO INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL

OFFICIALS

END POSTEP

END STUD(S)ES

KP KING POST

KS KING STUD(S)

TP TRIMMER POST

TS TRIMMER STUD(S)

P POST

STANDARD ABBREVIATIONS

A. GENERAL

THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND

COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE

STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY ASSUME THAT THE WORK

DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO

HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND

OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT

IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE

INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY

SHOWN.

1.

THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD

OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION

MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, LAGGING, SHORING, BRACING,

FORM-WORK, ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING

CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT

DESIGN LIVE LOAD PER SQUARE FOOT AS NOTED HEREIN IS NOT EXCEEDED.

2.

DESIGN OF ITEMS NOT PART OF THE PRIMARY STRUCTURAL SYSTEM (SUCH AS STAIRS, RAILINGS, NON-STRUCTURAL WALLS) AND PREFABRICATED STRUCTURAL ITEMS (SUCH AS FLOOR, ROOF

TRUSSES) SHALL BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS.

REFER TO SUBMITTALS SECTION FOR ITEMS THAT MUST BE SUBMITTED FOR REVIEW AND FOR

SUBMITTAL REQUIREMENTS.

3.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS WITH ARCH'L.

DRAWINGS AND RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO START OF

CONSTRUCTION. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR

ARCH'L., MECH., PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND

SUBCONTRACTORS PRIOR TO CONSTRUCTION.

4.

TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT A

SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL

CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF

CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.

5.

NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL

NOTES AND TYPICAL DETAILS.

6.

STANDARDS AND CODE REFERENCES NOTED IN THESE CONSTRUCTION DOCUMENTS REFER TO

THE EDITIONS ADOPTED BY THE BUILDING CODE SPECIFIED IN THE BASIS FOR DESIGN.

REFERENCES NOT SPECIFICALLY ADOPTED BY SAID BUILDING CODE REFER TO THE LATEST

EDITION.

7.

ALL INSPECTIONS REQUIRED BY THE BUILDING CODES, JURISDICTION, OR THESE PLANS SHALL BE PROVIDED BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT. SITE

VISITS BY THE ENGINEER DO NOT CONSTITUTE AN INSPECTION.

8.

B. BASIS FOR DESIGN

BUILDING CODE: INTERNATIONAL BUILDING CODE 2018 w/ LOCAL AMENDMENTS1.

99 MPH BASIC WIND SPEED (Vasd = 77 MPH)

EXPOSURE C

INTERNAL PRESSURE COEFFICIENT (GCpi) = 0.18

COMPONENT AND CLADDING WIND PRESSURE PER ASCE 7-16

WIND LOADS:2.

SITE CLASS D

SEISMIC DESIGN CATEGORY D

SS = 0.421

S1 = 0.154

SDS = 0.410

SD1 = 0.236

SEISMIC LOADS:3.

NONESNOW LOADS:4.

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR = 1.0

RISK

CATEGORY:

5.

1 1/2"/HR (BASED ON 100-YR RAIN CYCLE)RAIN INTENSITY:6.

C. FOUNDATION

FOUNDATIONS DESIGNED PER LOCAL CODES AND AMENDMENTS1.

ALLOWABLE DEAD PLUS LIVE LOAD SOIL PRESSURE = 1000 PSF.2.

FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE FROM LOOSE DEBRIS, STANDING WATER, OR

UNCOMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT.

3.

TRENCHES AND EXCAVATIONS UNDER OR ADJACENT TO FOUNDATIONS SHALL BE PROPERLY

BACKFILLED AND COMPACTED.

4.

WATER PROOFING AS MAY BE REQUIRED AT SOIL FACE OF WALLS BELOW GRADE SHALL BE BY

OTHERS.

5.

D. CONCRETE

ALL CONCRETE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318 AND ACI

301, EXCEPT AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.

1.

MIN. 28 DAY COMPRESSIVE STRENGTH, f'c, SHALL BE 4500 PSI FOR ALL CONCRETE IN CONTACT

WITH SOIL. (FOUNDATION DESIGN BASED ON 2500 PSI.)

2.

CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY, STAMPED BY AN

APPROPRIATELY LICENSED SPECIALTY ENGINEER, AND APPROVED BY THE ENGINEER OF

RECORD. MIX DESIGNS SHALL INCLUDE THE PROJECT NAME AND INDICATE THEIR USE WITHIN

THE STRUCTURE. MIX DESIGNS SHALL BE PROPORTIONED TO MINIMIZE SHRINKAGE AND HAVE

PROVEN SHRINKAGE CHARACTERISTICS OF 0. 05% OR LESS BASED ON TESTING PER ASTM C157.

3.

IF USED, EARLY STRENGTH CONCRETE SHALL BE PROPORTIONED TO DEVELOP THE 28 DAY

COMPRESSIVE STRENGTH AT THE AGE REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL

SUBMIT TEST DATA FOR REVIEW BY THE STRUCTURAL ENGINEER TO SUBSTANTIATE THE

CONCRETE STRENGTH AT THE REQUIRED AGE.

4.

ALL CONCRETE SHALL BE NORMAL WEIGHT OF 145 POUNDS PER CUBIC FOOT USING HARD ROCK

AGGREGATES CONFORMING TO ASTM C33 U.N.O. THE AGGREGATE IN THE CONCRETE SHALL BE

WELL GRADED. THE NOMINAL MAXIMUM SIZE OF THE COARSE AGGREGATE SHALL BE 1 1/2" FOR

SLABS ON GRADE (1 1/2" MIX) AND 3/4" OR LESS FOR ALL OTHER CONCRETE, U.N.O.

5.

MAX. SLUMP SHALL BE 5 INCHES (EXCEPTION: WHERE ADMIXTURES/PLASTICIZERS HAVE BEEN

INCLUDED IN MIX DESIGN TO IMPROVE WORKABILITY, SLUMP LIMIT SHALL BE BASED ON

ADMIXTURE MFR.'S RECOMMENDATIONS). MIX WATER SHALL BE CLEAN AND POTABLE.

6.

PORTLAND CEMENT SHALL CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR

CONCRETE IN CONTACT WITH EARTH. TYPE II CEMENT MAY BE USED ELSEWHERE. CEMENT

SHALL BE TYPE V WITH POZZOLAN WHERE CONCRETE IS IN CONTACT WITH SOIL CONTAINING

VERY SEVERE SULFATE EXPOSURE.

7.

FLY ASH MAY BE USED IN CONCRETE, SUBJECT TO APPROVAL BY THE ARCHITECT, PROVIDED THE

FOLLOWING CONDITIONS ARE MET:

8.

FLY ASH SHALL COMPLY WITH ASTM C618.8.1.

CEMENT CONTENT SHALL BE REDUCED A MINIMUM OF 15 PERCENT UP TO A MAXIMUM OF 25

PERCENT WHEN COMPARED TO AN EQUIVALENT CONCRETE MIX DESIGN WITHOUT FLY ASH. FLY

ASH CONTENT SHALL NOT COMPRISE MORE THAN 35 PERCENT OF THE TOTAL CEMENTITIOUS

CONTENT. THE WATER-CEMENT RATIO SHALL BE CALCULATED BASED ON THE TOTAL

CEMENTITIOUS MATERIAL IN THE MIX.

8.2.

CLASS F FLY ASH SHALL BE USED IN SULFATE RESISTANT CONCRETE WITH f'c EQUAL TO OR

GREATER THAN 4000 PSI. CLASS C FLY ASH MAY BE USED ELSEWHERE.

8.3.

WATER SOLUBLE CHLORIDE ION CONCENTRATIONS IN CONCRETE SHALL BE LIMITED PER ACI 318, SECTION 19.3.2.1, EXPOSURE CLASS "C1".

9.

CALCIUM CHLORIDE SHALL NOT BE ADDED TO THE CONCRETE MIX.10.

TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ASTM

C94.

11.

CONCRETE MIXING, PLACEMENT AND QUALITY SHALL BE PER ACI 318. SYSTEMATICALLY

MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED. SLABS ON GRADE NEED BE VIBRATED

ONLY AROUND AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. REMOVE ALL DEBRIS FROM

FORMS BEFORE PLACING CONCRETE. CONCRETE SHALL NOT BE DROPPED THROUGH

REINFORCING STEEL SO AS TO CAUSE SEGREGATION OF AGGREGATES. UNCONFINED FALL OF

CONCRETE SHALL NOT EXCEED 5 FEET.

12.

PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE TO COLD OR HOT WEATHER

IN ACCORDANCE WITH ACI 305 AND 306. CONTRACTOR SHALL TAKE SPECIAL CURING

PRECAUTIONS TO MINIMIZE SHRINKAGE CRACKING OF CONCRETE SLABS.

13.

ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCEMENT, DOWELS, BOLTS, ANCHORS,

SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS.

14.

CONSTRUCTION JOINT SURFACES SHALL BE CLEANED AND LAITANCE REMOVED. HORIZONTAL

JOINT SURFACES SHALL BE ROUGHENED TO 1/4" AMPLITUDE. THOROUGHLY WET ALL JOINT

SURFACES AND REMOVE STANDING WATER IMMEDIATELY PRIOR TO NEW CONCRETE

PLACEMENT.

15.

CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 318, SECTION 26.5.3.2, UNLESS

ALTERNATE METHODS HAVE BEEN APPROVED BY THE ARCHITECT AND ENGINEER. WHERE

CURING COMPOUNDS HAVE BEEN APPROVED FOR SLAB CURING, CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING COMPATIBILITY OF COMPOUNDS WITH ANTICIPATED FLOOR FINISH (e.g., RESILIENT TILE) PRIOR TO CURING COMPOUND APPLICATION.

16.

E. REINFORCING STEEL

REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH CURRENTLY

ADOPTED ACI 318 AND CRSI'S MANUAL OF STANDARD PRACTICE.

1.

REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR ASTM A706 (A706 REQUIRED FOR ALL

REINFORCING TO BE WELDED) AND SHALL BE GRADE 60 (fy = 60 KSI) DEFORMED BARS U.N.O.

REINFORCING IN SLABS ON GRADE MAY BE GRADE 40 (fy = 40 KSI) DEFORMED BARS FOR ALL

BARS #4 AND SMALLER U.N.O. ON PLANS OR DETAILS.

2.

ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS "CLEAR" OR

"CLR." ARE TO CENTER OF STEEL. CLEAR COVER FOR NON-PRESTRESSED CONCRETE

REINFORCING SHALL BE AS NOTED BELOW, U.N.O. ON PLANS OR DETAILS. CLEAR COVER FOR

PRESTRESSED CONCRETE AND FOR PRECAST CONCRETE MANUFACTURED UNDER PLANT

CONTROL CONDITIONS SHALL BE PER ACI 318, SECTIONS 20.6.1.3.2 AND 20.6.1.3.3, RESPECTIVELY.

EXPOSURE CONDITION: COVER:

CAST AGAINST AND PERMANENTLY 3"

EXPOSED TO EARTH

EXPOSED TO EARTH OR WEATHER

(INCLUDING SLABS ON GRADE)

NO. 5 AND SMALLER 1 1/2"

NO. 6 AND LARGER 2"

NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND

STRUCTURAL SLABS, WALLS, JOISTS

NO. 11 AND SMALLER 3/4"

NO. 14 AND LARGER 1 1/2"

BEAMS, COLUMNS (PRIMARY REINFORCEMENT, 1 1/2"

TIES, STIRRUPS, SPIRALS)

3.

LAP SPLICES OF REINFORCING STEEL SHALL CONFORM TO TYPICAL REBAR LAP SCHEDULE U.N.O.

NO TACK WELDING OF REINFORCING BARS ALLOWED. LATEST ACI CODE AND DETAILING MANUAL

APPLY. AT WALLS AND FOOTINGS, PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH

HORIZ. BARS AT ALL CORNERS AND INTERSECTIONS U.N.O. VERT. WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. SPLICE TOP BARS AT CENTER LINE OF SPAN AND BOTTOM BARS AT

THE SUPPORT IN SPANDRELS, BEAMS, GRADE BEAMS, ETC., U.N.O. ON PLANS OR DETAILS.

4.

MECHANICAL SPLICE COUPLERS SHALL HAVE CURRENT ICC APPROVAL AND SHALL BE CAPABLE

OF DEVELOPING 125% OF THE SPLICED BAR'S YIELD STRENGTH.

5.

ALL REINFORCING SHALL BE BENT COLD. BARS SHALL NOT BE UN-BENT AND RE-BENT. FIELD

BENDING OF REBAR SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED.

6.

WELDING OF REINFORCING BARS, METAL INSERTS, AND CONNECTIONS SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. SEE WELDING SECTION OF G.S.N. FOR ADDITIONAL

REQUIREMENTS.

7.

REINFORCING BAR SPACINGS SHOWN ON PLANS ARE MAX. ON CENTER DIMENSIONS. DOWEL ALL

VERT. REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING

CONCRETE. MIN. CLEAR SPACING BETWEEN PARALLEL REINFORCEMENT SHALL BE THE LARGER

OF 1-1/2 TIMES NOMINAL BAR DIA. OR 1-1/3 TIMES MAX. AGGREGATE SIZE OR 1-1/2". CLEAR SPACING LIMITATION APPLIES ALSO TO CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND

ADJACENT SPLICES OR BARS.

8.

F. STRUCTURAL STEEL

SHAPE: STANDARD: Fy:

ROLLED WIDE FLANGE SECTIONS ASTM A992 50 KSI

OTHER STANDARD STEEL SHAPES ASTM A36 36 KSI

AND ROLLED SECTIONS

BARS AND PLATES ASTM A36 36 KSI

OR

ASTM A572, GRADE 50 (WHERE NOTED) 50 KSI

PIPES ASTM A53, GRADE B 35 KSI

HSS (RECT.) ASTM A500, GRADE C OR ASTM A1085 50 KSI

HSS (ROUND) ASTM A500, GRADE C OR ASTM A1085 46 KSI

STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING STANDARDS AND

MATERIAL PROPERTIES U.N.O:

1.

ALL STRUCTURAL AND MISC. STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH

AISC 303 AND SHALL BE COMPLETED BY AN "APPROVED STEEL FABRICATOR." SHOP DRAWINGS

AND ERECTION DRAWINGS SHALL INCLUDE ALL ITEMS AS REQUIRED BY AISC 360, SECTION M1.

2.

G. STRUCTURAL STEEL WELDING

ALL WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AISC 360, SECTION J2 AND FOLLOW

THE PREQUALIFIED JOINT DETAILS INCLUDED THEREIN. WELDING OF JOINTS THAT INCLUDE

REINFORCING STEEL SHALL CONFORM TO AWS D1.4.

1.

WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING

CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS. CONTRACTOR MAY

SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL COMPLETE-JOINT-PENETRATION (CJP)

WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY.

2.

ALL WELDING SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS D1.1, TABLE 3.1, WITH A MIN. TENSILE STRENGTH OF 70 KSI U.N.O. WELDS BETWEEN REINFORCING BARS SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS D1.4, TABLE 5.1, WITH A MIN. TENSILE STRENGTH OF 90 KSI U.N.O. (MIN. TENSILE STRENGTHS FOR FILLER METALS USED IN WELDS

BETWEEN REINFORCING BARS AND STRUCTURAL STEEL MAY BE 70 KSI).

3.

WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION

(WPS) AS REQUIRED IN AWS D1.1. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS

ESTABLISHED BY THE FILLER METAL MANUFACTURER. THE WPS SHALL BE SUBMITTED TO THE

OWNER'S TESTING AGENCY FOR REVIEW PRIOR TO FABRICATION AND ERECTION. COPIES OF

THE WPS SHALL BE ON SITE AND AVAILABLE TO ALL WELDERS AND THE SPECIAL INSPECTOR.

4.

WELD LENGTHS CALLED OUT ON PLANS OR DETAILS ARE MINIMUM NET EFFECTIVE LENGTHS

U.N.O.

5.

ALL MISC. FILLET WELDS NOT NOTED, INCLUDING THOSE FOR STIFFENERS, MISC. PLATES, ETC., SHALL BE PER AISC 360, TABLE J2.4.

6.

WELDS SHALL BE SEQUENCED TO MINIMIZE RESIDUAL STRESS DUE TO WELD SHRINKAGE.7.

H. STRUCTURAL STEEL BOLTS, ANCHORS, HEADED STUDS

COMPONENT: STANDARD: Fy:

BOLTS ASTM F3125, GRADE A325 ---

OR GRADE A490 WHERE NOTED ---

NUTS ASTM A563 ---

WASHERS ASTM F436 ---

ANCHOR RODS ASTM F1554, GRADE 36 36 KSI

OR GRADE 55 WHERE NOTED 55 KSI

OR GRADE 105 WHERE NOTED 105 KSI

(GRADE 55 RODS SHALL

COMPLY WITH WELDABILITY

SUPPLEMENT S1)

WASHERS (AT ANCHOR RODS) ASTM A36 36 KSI

OR ASTM F844 (USS STANDARD) ---

(F844 WASHERS PERMITTED ONLY

FOR 3/4" DIA. RODS AT 1 1/16" MAX.

DIA. PUNCHED HOLES IN BASE PLATE

WHERE NO WELD REQ'D BETWEEN

WASHER AND BASE PLATE)

STRUCTURAL STEEL BOLTS, ANCHORS, ETC., SHALL CONFORM TO THE FOLLOWING STANDARDS

AND MATERIAL PROPERTIES U.N.O:

1.

ALL BOLTS SHALL BE INSTALLED AS SNUG-TIGHTENED JOINTS WITH THREADS EXCLUDED FROM

SHEAR PLANE (TYPE "X" CONNECTION) U.N.O. HIGH-STRENGTH BOLT ASSEMBLIES SHALL BE IN

ACCORDANCE WITH THE RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-

STRENGTH BOLTS" AND SHALL BE SNUG TIGHTENED USING ANY AISC APPROVED METHOD U.N.O.

ALL BOLTS IN SLOTTED OR OVERSIZED HOLES AND ALL HIGH-STRENGTH BOLTS SHALL BE

INSTALLED WITH HARDENED WASHERS.

2.

ALL ANCHOR RODS AT STEEL COLUMN BASE PLATES SHALL BE RODS WITH THREADS BOTH ENDS

WITH HEAVY HEX NUT FULLY THREADED ONTO EMBEDDED END. TACK WELD NUT TO ROD OR

SPOIL THREADS TO PREVENT NUT FROM BACKING OFF. ANCHOR RODS SHALL NOT BE REPAIRED, REPLACED OR FIELD-MODIFIED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD.

3.

I. SPECIAL INSPECTION

IN ADDITION TO STANDARD INSPECTIONS BY THE BUILDING OFFICIAL REQUIRED PER IBC SECTION

110, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE

INSPECTIONS DURING CONSTRUCTION FOR THE TYPES OF WORK LISTED IN THIS SECTION.

1.

THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE

COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE

PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

2.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR AT LEAST

24 HOURS NOTICE PRIOR TO PERFORMING ANY WORK REQUIRING SPECIAL INSPECTION.

3.

THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORMANCE WITH THE

APPROVED CONTRACT DRAWINGS AND SPEC'S. THE SPECIAL INSPECTOR SHALL FURNISH

INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, AND OTHER

DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION

OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND THE

BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S

KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPEC'S AND THE APPLICABLE

CODE PROVISIONS.

4.

INSPECTORS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS. SHOP

DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR

INSPECTION PURPOSES.

5.

TYPES OF WORK TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE AS FOLLOWS:6.

STEEL CONSTRUCTION SPECIAL INSPECTIONS

INSPECTION OF WELDING

INSPECTION TASKS PRIOR TO WELDING CONTINUOUS PERIODIC

WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE X -

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMBALES

AVAILABLE

X -

MATERIAL IDENTIFICATION (TYPE/GRADE) - X

WELDER IDENTIFICATION SYSTEM * - X

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

JOINT PREPARATION

DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE,

BEVEL)

CLEANLINESS (CONDITION OF STEEL SURFACES)

TACKING (TACK WELD QUALITY AND LOCATION)

BACKING TYPE AND FIT (IF APPLICABLE)

- X

CONFIGURATION AND FINISH OF ACCESS HOLES - X

FIT-UP OF FILLET WELDS

DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

CLEANLINESS (CONDITION OF STEEL SURFACES)

TACKING (TACK WELD QUALITY AND LOCATION)

- X

CHECKING WELD EQUIPMENT - X

* THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A

WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL

BE THE LOW-STRESS TYPE.

INSPECTION TASKS DURING WELDING CONTINUOUS PERIODIC

USE OF QUALIFIED WELDERS - X

CONTROL AND HANDLING OF WELDING CONSUMABLES

PACKAGING

EXPOSURE CONTROL

- X

NO WELDING OVER CRACKED TACK WELDS - X

ENVIRONMENTAL CONDITIONS

WIND SPEEDS WITHIN LIMITS

PRECIPITATION AND TEMPERATURE

- X

WPS FOLLOWED

SETTINGS ON WELD EQUIPMENT

TRAVEL SPEED

SELECTED WELDING MATERIALS

SHIELDING GAS TYPE/FLOW RATE

PREHEAT APPLIED

INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)

PROPER POSITION (F, V, H, OH)

INTERMIX OF FILLER METALS AVOIDED UNLESS

APPROVED

- X

WELDING TECHNIQUES

INTERPASS AND FINAL CLEANING

EACH PASS WITHIN PROFILE LIMITATIONS

EACH PASS MEETS QUALITY REQUIREMENTS

- X

SINGLE-PASS FILLET WELDS GREATER THAN 5/16" X -

MULTI-PASS FILLET WELDS X -

COMPLETE AND PARTIAL PENETRATION WELDS X -

PLUG AND SLOT WELDS X -

SINGLE-PASS FILLET WELDS EQUAL TO OR LESS THAN 5/16" - X

FLOOR AND ROOF DECK WELDS - X

INSPECTION TASKS AFTER WELDING CONTINUOUS PERIODIC

WELDS CLEANED - X

SIZE, LENGTH AND LOCATION OF WELDS X -

WELDS MUST MEET VISUAL ACCEPTANCE CRITERIA

CRACK PROHIBITION

WELD/BASE-METAL FUSION

CRATER CROSS SECTION

WELD PROFILES

WELD SIZE

UNDERCUT

POROSITY

X -

ARC STRIKES X -

k-AREA ** X -

PLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF

REQUIRED)

X -

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) X -

REPAIR ACTIVITIES X -

DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR

MEMBER

X -

** WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN

PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3 IN. OF

THE WELD.

6.1.

CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF PREFABRICATED ITEMS

SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1704.

7.

J. SUBMITTALS

SHOP DRAWINGS OR REPORTS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION (AS

APPLICABLE) U.N.O.

REINFORCING STEEL

STRUCTURAL STEEL

1.

CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTING.

CONTRACTOR'S REVIEW SHALL CHECK FOR COMPLETENESS/COMPLIANCE WITH CONTRACT

DOCUMENTS.

2.

SHOP DRAWINGS ARE REVIEWED BY ENGINEER ONLY FOR GENERAL COMPLIANCE WITH THE

STRUCTURAL DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE

CONTRACTOR. SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE CONTRACT DRAWINGS

OR SPECIFICATIONS. CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS

AND/OR SPECIFICATIONS WILL NOT BE ACCEPTED VIA SHOP DRAWING REVIEW. ALL SUCH

MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR ENGINEER'S REVIEW.

3.

PREFABRICATED COMPONENTS, SPECIALTY ITEMS, OR DESIGN-BUILD ELEMENTS NOTED ON THE

STRUCTURAL DRAWINGS, BUT WHICH REQUIRE THE MFR. OR SUPPLIER TO PROVIDE THE

DESIGN, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT AND/OR ENGINEER FOR

REVIEW AS A DEFERRED SUBMITTAL. DEFERRED SUBMITTALS REQ'D. BY THE STRUCTURAL

ENGINEER OF RECORD SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

CONCRETE MIX DESIGNS

4.

DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED AND

STAMPED BY AN APPROPRIATELY LICENSED ENGINEER (SPECIALTY ENGINEER) SHOWING

LOCATION AND MAGNITUDE OF LOADS, CONFIGURATION AND SIZE OF MEMBERS, AND

COMPATIBILITY OF SUBMITTAL ITEM WITH THE PRIMARY STRUCTURAL SYSTEM.

5.

THE PURPOSE OF THE STRUCTURAL ENGINEER'S REVIEW OF DEFERRED SUBMITTALS SHALL BE

LIMITED TO DETERMINING THAT THE DRAWINGS AND CALCULATIONS HAVE BEEN PROPERLY

SEALED, THAT THE LOAD CRITERIA IS IN GENERAL CONFORMANCE WITH THE CONTRACT

DOCUMENTS AND WITH THE REFERENCED BUILDING CODE, THAT CONNECTIONS TO THE

PRIMARY STRUCTURE ARE COMPATIBLE WITH THE PRIMARY DESIGN, AND THAT THE PRIMARY

STRUCTURE IS CAPABLE OF SUPPORTING THE IMPOSED LOADS.

6.

THE STRUCTURAL ENGINEER WILL RELY UPON THE SPECIALTY ENGINEER'S SEAL AS

CERTIFICATION THAT THE ITEMS DESIGNED BY THE SPECIALTY ENGINEER COMPLY WITH THE

CRITERIA SET FORTH IN THE CONTRACT DOCUMENTS AND APPLICABLE CODES AND STANDARDS.

THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF DESIGNS

PROVIDED BY OTHERS.

7.

FOR ALL SUBMITTALS, ANY CORRECTIONS NOTED WILL BE MARKED ON ONE (1) COPY SET ONLY

AND RETURNED. ADDITIONAL COPIES OF ANY SUBMITTAL WILL BE RETURNED UNMARKED.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCING ENGINEER'S CORRECTIONS ON

ADDITIONAL COPIES REQ'D. ONE COPY SET MAY BE RETAINED FOR THE ENGINEER'S RECORDS.

ALLOW FIVE (5) TO TEN (10) WORKING DAYS FOR THE ENGINEER'S REVIEW.

8.

REFER TO APPLICABLE G.S.N. SECTIONS FOR FURTHER REQUIREMENTS SPECIFIC TO INDIVIDUAL

SUBMITTALS.

9.

5'-5"

TYP.

25'-0" MAX.

5'-5"

HSS4x4x1/2 MIN.

1 2 12

HSS4x4x1/2 MIN.

S0.01

S0.01

1 EXISTING HSS4X4 POST TO REMAIN

2 EXISTING GATE TO REMAIN.

3 NEW GATE MOTOR PER ARCH'L

4 GATE SHALL HAVE WHEEL AT END.

1 COLUMN PER PLAN

2 (3) #3 TIES AT 2" o.c.

3 (8) #5 VERT. EVENLY SPACED. PROVIDE

STANDARD HOOK AT TOP

4 #3 TIES AT 12" o.c.

5 1'-0" MIN.

6 1/2"x10"x0'-10" BASEPLATE w/ (4) 3/4" DIA. A.R. w/ 7 1/2" EMBEDMENT

8 CONSTRUCTION JOINT

9 CONCRETE SLAB ON GRADE PER

ARCH'L

DIA.

1'-6"

'-9

C L

R

C L

R .5

SF01-26A 200519

7 1/4" OR MIN. WELD SIZE PER AISC 360,

TABLE J24, WHICHEVER IS GREATER

SEE TABLE 14-2 OF AISC STEEL

CONSTRUCTION MANUAL FOR MAX.

ANCHOR ROD HOLE DIA. IN BASE

PLATE AND MIN. WASHER SIZE/THICKNESS.

HOLE DIA. IN WASHERS SHALL BE 1/16"

GREATER THAN ANCHOR ROD DIA.

A.

EQ EQ

TYP TYP 7

/2

M

IN

3" CLR.

1645 Village Center Circle, Suite 10 Las Vegas, NV 89134 phone (702) 933-7000 NV@wrightengineers.com wrightengineers.com

ENGIN EEER D

IN THE USA

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Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

STAMP

DATE

PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

06/05/2026

SNL250797

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GENERAL STRUCTURAL NOTES

SCALE: 1/8" = 1'-0"1

ENLARGED GATE PLAN

NO SCALE

COLUMN AT CAISSON FOOTING01

05/28/2026

Digital Signature www.tjkengineers.com tjk consulting engineers, inc.

8728 Spanish Ridge Avenue, Las Vegas, NV 89148

P: 702.871.3621

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151 E. Warm Springs Rd.

Las Vegas, NV 89119 702-435-1150 www.simpsoncoulter.com

REVISIONS

CONSULTANT

STAMP

DATE

PROJECT NO.

SUBMITTAL

SHEET NO.

Simpson Coulter | STUDIO

TJK# 24110

06/05/2026

SCS-2024015

E0.01

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GENERAL NOTES

1. WORK ASSOCIATED WITH THE ELECTRICAL CONTRACTOR'S TRADE SHALL BE SHOWN ON

OTHER DISCIPLINE'S DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL

DRAWINGS ASSOCIATED WITH THIS PROJECT, INCLUDING BUT NOT LIMITED TO

ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, AND LOW VOLTAGE. ANY ADDITIONAL

COST RESULTING FROM THE FAILURE TO INCLUDE ALL SUCH ITEMS SHALL BE INCURRED

BY THE CONTRACTOR.

2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD COORDINATING WITH OTHER TRADES

PRIOR TO ROUGH-IN TO AVOID INSTALLATION CONFLICTS. EQUIPMENT AND DEVICE

LOCATION ADJUSTMENTS IN ANY DIRECTION FROM THAT OF WHAT IS SHOWN ON

DRAWINGS SHALL BE MADE AT NO ADDITIONAL COST TO THE PROJECT.

3. THE INTENT OF THE PROJECT DRAWINGS AND SPECIFICATIONS IS TO ESTABLISH A

STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO APPROVE OR

DISAPPROVE INSTALLATION METHODS AND MATERIALS PROPOSED BY THE CONTRACTOR

WHICH DEVIATE FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INCUR ALL

ADDITIONAL EXPENSES ASSOCIATED WITH REVISIONS TO PROJECT DRAWINGS OR

SPECIFICATIONS WHERE REQUIRED TO ACCOMMODATE THE CONTRACTOR'S PROPOSED

CHANGES. THE PROJECT AS-BUILT DRAWINGS SHALL BE UPDATED TO ACCURATELY

REFLECT ANY INSTALLATIONS THAT DEVIATE FROM THE ORIGINAL CONSTRUCTION

DRAWING SET.

4. ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE NECA STANDARDS AND

TO THE SATISFACTION OF THE ARCHITECT, AND ENGINEER.

5. THE CONTRACTOR SHALL VISIT THE JOB SITE TO VERIFY EXISTING CONDITIONS PRIOR TO

SUBMITTING BID (WHERE APPLICABLE).

6. DRAWINGS ARE BASED ON THE MOST ACCURATE INFORMATION AVAILABLE DURING THE

PLANNING AND DESIGN PHASE OF THE PROJECT. HOWEVER, THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING FINAL LOCATIONS OF ALL EQUIPMENT, DEVICES (INCLUDING

LIGHTING FIXTURES AND MECHANICAL EQUIPMENT) WITH THE ARCHITECT AND ENGINEER

PRIOR TO ROUGH-IN. EQUIPMENT AND DEVICE LOCATION ADJUSTMENTS IN ANY

DIRECTION FROM THAT OF WHAT IS SHOWN ON THE DRAWINGS, SHALL BE MADE AT NO

ADDITIONAL COST TO THE PROJECT.

7. DO NOT SCALE THE ELECTRICAL DRAWINGS. FIELD VERIFY LOCATIONS AND DIMENSIONS

PRIOR TO ROUGH-IN.

8. ROUTING OF RACEWAYS WHERE SHOWN ON DRAWINGS IS DIAGRAMMATIC. FINAL

ROUTING OF RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR BASED ON ACTUAL

FIELD CONDITIONS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING SURFACES AS

REQUIRED WHERE NEW DEVICES OR EQUIPMENT WILL BE INSTALLED. PATCHING SHALL

MATCH EXISTING ADJACENT SURFACES. PATCHING MATERIAL AND FINISH TYPE SHALL BE

APPROVED BY THE ARCHITECT.

10. THE CONTRACTOR SHALL PROVIDE SHORT CIRCUIT AND OVERCURRENT PROTECTION FOR

MECHANICAL EQUIPMENT PER THE EQUIPMENT NAMEPLATE AND MANUFACTURER'S

RECOMMENDATIONS. SHOULD THE ACTUAL EQUIPMENT BEING PROVIDED DIFFER FROM

INFORMATION SHOWN ON THE ELECTRICAL DRAWINGS, THE CONTRACTOR SHALL NOTIFY

THE ENGINEER OF RECORD IN WRITING (PRIOR TO THE PURCHASING AND INSTALLING)

FOR FURTHER DIRECTION.

11. PENETRATIONS THROUGH RATED WALLS, FLOORS AND CEILINGS SHALL BE SEALED TO

MAINTAIN ORIGINAL RATING. PROVIDE FIRE RATED CAULKING FOR CONDUIT

PENETRATIONS THAT PENETRATE RATED WALLS, AND FIRE RATED PUTTY PADS OR OTHER

APPROVED MEANS FOR RECESSED BOXES THAT PENETRATE RATED WALLS.

12. WHERE SHUT-DOWNS OF EXISTING FACILITY POWER SYSTEMS ARE REQUIRED, THE

CONTRACTOR SHALL SUBMIT A REQUEST IN WRITING TO THE ARCHITECT AND ENGINEER A

MINIMUM OF 5 WORKING DAYS IN ADVANCE.

ABBREVIATIONS

A AMPERE

AL ALUMINUM

AFCI ARC FAULT CURRENT INTERRUPTER

AIC AMPERE INTERRUPTING CAPACITY

ANSI AMERICAN NATIONAL STANDARD

INSTITUTE

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

C CONDUIT

CLG CEILING

(E) EXISTING

EM EMERGENCY

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FLA FULL LOAD AMPS

GFCI GROUND-FAULT CIRCUIT

INTERRUPTER

GND GROUND

GRS GALVANIZED RIGID STEEL

(CONDUIT)

HP HORSEPOWER

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

J-BOX JUNCTION BOX

K KELVIN(S)

KAIC KILO AMPERE INTERRUPTING

CAPACITY

KV KILOVOLT(S)

KVA KILOVOLT AMPERE

KVAR KILOVOLT AMPERE REACTIVE

KW KILOWATT(S)

KWH KILOWATT HOUR(S)

LTG LIGHT, LIGHTING

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCCB MOLDED CASE CIRCUIT BREAKER

MCS MOLDED CASE SWITCH

MIN MINIMUM

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENT

PROTECTION

MOP MAXIMUM OVERLOAD PROTECTION

MTS MANUAL TRANSFER SWITCH

MTR MOTOR, MOTORIZED

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NIC NOT IN CONTRACT

OH OVERHEAD

PH, Ø PHASE

PNL PANEL

PVC POLYVINYL CHLORIDE (CONDUIT)

PWR POWER

RCPT RECEPTACLE

REF REFERENCE

RM ROOM

SF SQUARE FOOT

SPEC SPECIFICATION

(SPLT-CKT) SPLIT CIRCUIT

SWBD SWITCHBOARD

TBD TO BE DETERMINED

T-STAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

USB UNIVERSAL SERIAL BUS

V VOLT(S)

VA VOLT AMPERES

VFD VARIABLE FREQUENCY DRIVE

W WATT(S)

WP WEATHER PROOF

XFMR TRANSFORMER

FT, ' FEET

IN, " INCH(ES)

NO., # NUMBER

20 SINGLE POLE CIRCUIT BREAKER

20/2 TWO POLE CIRCUIT BREAKER

20/3 THREE POLE CIRCUIT BREAKER

20G GFCI CIRCUIT BREAKER

20AG ARC FAULT GFCI COMBINATION

CIRCUIT BREAKER

20C CONTROLLABLE CIRCUIT BREAKER

CO CONDUIT ONLY WITH PULL STRING

SCCR SHORT CIRCUIT CURRENT RATING

NECA NATIONAL ELECTRIC

CONTRACTORS ASSOCIATION

WP

F

0-00"

0-00"

0-00"

0-00"

0-00"

P

PP

JJ J

LEGEND

NOTE: REFER TO ELECTRICAL PLANS AND SPECIFICATIONS FOR MOUNTING HEIGHTS.

NOT ALL SYMBOLS MAY BE USED.

POWER

EXISTING WORK SHOWN WITH SOLID LIGHTWEIGHT LINES

NEW WORK SHOWN WITH SOLID HEAVYWEIGHT LINES

EXISTING BELOW FLOOR / GRADE WORK SHOWN WITH DASHED

LIGHTWEIGHT LINES

NEW BELOW FLOOR / GRADE WORK SHOWN WITH DASHED

HEAVYWEIGHT LINES

DEMO WORK SHOWN WITH DASHED HEAVYWEIGHT LINES

SHEET NOTE DESIGNATION

REVISION DELTA TAG

MECHANICAL EQUIPMENT CROSS REFERENCE

DIAGRAM…