Attachment Drawings.pdf

MAIN HOSPITAL

BUILDING

DESIGNATIONS

ENERGY PLANT

GENERATORS3

PUMP ROOM4

COMMUNITY LIVING CENTER5

ADMINISTRATION BUILDING6

EDUCATION BUILDING7

FISHER HOUSE8

RE TRAILER9

10 MRI TRAILER

EMERGENCY

MANAGEMENT

YARD

E M

E R

G E

N C

Y

D E

P A

R

TM

E N

T

W A

TE

R

TA

N

K S

SOLAR FARM (1.8 MW)

VAN

VAN

PARKING LOT

J

PARKING LOT

I

PARKING LOT

G

PARKING LOT

H

GOV

PARKING LOT

F

PARKING LOT

E

PARKING LOT

A

PARKING LOT

B

PARKING LOT

C

PARKING LOT

D

SHELLEY BERKLEY WAY / DEER SPRINGS

WAY

N O

R T

H P

E C

O S

R O

A D

BELTWAY

EM

ER

G

EN

CY

DEP

T

PA

RKI

NG

N O

R T

H W

A

LN

U T

R O

A D

AREA OF WORK

N or th

LAYDOWN AREA

THE INTENT OF THIS PROJECT IS TO UPDATE FALL PROTECTION

SAFEGUARDS AVAILABLE TO PERSONS WORKING OR OTHERWISE

OCCUPYING ROOFTOP AREAS ACROSS THE VASNHS CAMPUS SO

THAT OSHA STANDARDS ARE BEING MET. THIS PROJECT SHALL

INSTALL NEW DEVICES WHERE FALL PROTECTION DOES NOT EXIST

TO ELIMINATE DEFICIENCIES IN FALL PROTECTION SAFETY

CURRENTLY ON THE VASNHS CAMPUS.

NAME TITLECONTACT INFORMATION

POINT OF CONTACT

PROJECT COR

HEALTHCARE ENGINEER, ENGINEERING SERVICE

TIKISHA SLAN

ALT COR

HEALTHCARE ENGINEER, ENGINEERING SERVICE

JESUS RANGEL

MAINTENANCE SUPERVISOR, ENGINEERING SERVICEFRANCIS DALOG

AUTHORITY HAVING JURISDICTION

VA SAFETY AND OCCUPATIONAL HEALTH MANAGER

OWEN MOTTER

PROJECT MANAGERSCOTT SADLER

PROJECT ARCHITECT AND STRUCTURAL ENGINEERMOSES JACOBS

COMPANY

VA

VA

VA

VA

VALHALLA ENGINEERING

VALHALLA ENGINEERING

P: 702-791-1900x14980 E: Tikisha.Slan@va.gov

P: 702-791-1900x14184 E: Jesus.Rangel@va.gov

P: 702-791-9000x14184 E: Francis.Dalog@va.gov

P: 702-791-9000x13301 E: Owen.Motterjr@va.gov

P: 720-822-6216 E: ssadler@valhallaengineering.com

P: 720-822-3391 E: MJacobs@valhallaengineering.com

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

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IS

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GI001

COVER INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

NA

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

VA SOUTHERN NEVADA HEALTHCARE SYSTEM

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

VAMC PROJECT #: 593-23-308

INSTALL CAMPUS FALL PROTECTION

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER

GI002 GENERAL ABBREVIATIONS, NOTES, & SYMBOLS

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS, NOTES, & SYMBOLS

AD105 DEMOLITION PLAN - BUILDING 1 BASEMENT

AE101 FALL PROTECTION PLAN - BUILDING 1 NORTH

AE102 FALL PROTECTION PLAN - BUILDING 1 WEST

AE103 FALL PROTECTION PLAN - BUILDING 1 EAST

AE104 FALL PROTECTION PLAN - BUILDING 1 WALKWAY

AE105 FALL PROTECTION PLAN - BUILDING 1 BASEMENT

AE106 FALL PROTECTION PLAN - BUILDING 1 LOADING DOCK

SITE

AE107 FALL PROTECTION PLAN - BUILDING 2 & 3

AE108 FALL PROTECTION PLAN - BUILDING 5

AE109 FALL PROTECTION PLAN - BUILDING 6 & 7

AE501 FALL PROTECTION DETAILS

AE511 PLATFORMS AND LADDER DETAILS

AE521 GUARD RAIL AND FENCE DETAILS

AE531 ROOF REPAIR DETAILS

AE601 FALL PROTECTION SCHEDULE

SHEET INDEXSITE IMAGEAREA OF WORK

DESIGN NARRATIVEPROJECT TEAM

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

OSE JS ACOBS

3/28/2024

ROOM NAME

VIEW TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

ENLARGED CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION OR DETAIL SYMBOL IDENTIFIERS

DETAIL NAME

DRAWING NUMBER

DESIGNATOR ON SHEET

DRAWING SEQUENCE

NUMBER INDICATES

WHERE DRAWING IS

LOCATED

TWO CHARACTER

DISCIPLINE DESIGNATOR

AE101

TO OBJECT

CENTER

COLUMN

BUBBLE

ROOM TAG

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE

EXISTING LINE TYPE

DEMOLITION LINE TYPE

AREA OF DEMOLITION

VIEW NAME

1/8" = 1'-0"

F1

AE101

F1

AE101

F1

AS101

SYMBOLS LEGEND

F1

AE101

EXTERIORINTERIOR

## SHEET KEYNOTE

REVISION TAG

DRAWING SCALE

REFERENCE

KEYNOTE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

######-A######-A

F1F1

TO OBJECT

FACE OR OTHER

GEOMETRY

F1

AE101

F1

AE101

NOT IN CONTRACT

PROPOSED TEMPORARY

CONSTRUCTION BARRIER

DETAIL NUMBER

ON SHEET

DETAIL / WALL SECTION

BUILDING SECTION

FIXTURE TYPE

S = FALL ARREST ANCHOR

CS = HORIZONTAL LIFELINE

ANCHOR

CSM = INTERMEDIATE

HORIZONTAL LIFELINE

ANCHOR

CSC = CORNER HORIZONTAL

LIFELINE ANCHOR

D = DAVIT BASE ANCHOR

BUILDING #

#X-##-XX

SPECIFIC LOCATION OF

BUILDING

FIXTURE IDENTIFICATION

NUMBER

FALL PROTECTION TAG IDENTIFIERS

GENERAL ABBREVIATIONS

ABBREVIATIONS LISTED BELOW ARE GENERAL ABBREVIATIONS ACROSS ALL DISCIPLINES. DISCIPLINE SPECIFIC ABBREVIATIONS MAY SUPERSEDE GENERAL ABBREVIATIONS. REFER TO DISCIPLINE SPECIFIC ABBREVIATIONS SHEETS. A. WORK SHALL CONFORM WITH PROJECT SPECIFICATIONS.

B. CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH CONDITIONS

RELATED TO THE WORK. QUESTIONS WILL BE DIRECTED TO VHA COR.

C. CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS

AND SEQUENCES OF CONSTRUCTION AND THE SAFETY OF CONSTRUCTION

PERSONNEL AND VISITORS.

D. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR SHOP

DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS

WILL BE REJECTED AND RETURNED TO THE CONTRACTOR. REFER TO

SPECIFICATION SECTION 01 33 23.

E. EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL

BE INSTALLED AND REPORT TO THE VHA COR, IN WRITING, CONDITIONS

DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THEIR WORK. DO

NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.

COMMENCING WITH INSTALLATION WILL CONSTITUTE ACCEPTANCE OF THE

SUBSTRATE AND/OR CONDITIONS.

F. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES.

CONTACT VHA COR FOR CLARIFICATIONS, IF REQUIRED.

G. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR

DIMENSION IS REPRESENTATIVE OF, OR THE SAME, FOR SIMILAR

CONDITIONS THROUGHOUT.

H. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE

DRAWINGS, (PLAN, SECTION, & DETAIL DRAWINGS, ETC), CONTACT VHA CO

FOR CLARIFICATION.

I. IF THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND THE

SPECIFICATIONS, SPECIFICATIONS GOVERN. CONTACT VHA CO FOR

CLARIFICATION.

J. DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS SHALL

BE REPORTED TO THE VHA CO, IN WRITING, FOR RESOLUTION PRIOR TO

PROCEEDING WITH THE WORK.

K. DISCREPANCIES SHALL BE REPORTED TO THE VHA CO IN WRITING FOR

RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. NO CHANGE

ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR

PROCEEDING WITH THE WORK WITHOUT THE CONTRACTING OFFICER'S

WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR SHALL REPAIR

AND/OR REPLACE UNAUTHORIZED WORK, AS INDICATED BY THE VHA COR,

AT NO ADDITIONAL COST TO THE VHA.

L. DISSIMILAR METAL MATERIALS SHALL BE ISOLATED WITH AN APPROVED

NONMETAL ISOLATION MATERIAL IN ACCORDANCE WITH SPECIFICATIONS.

M. EXTERIOR EXPOSED STEEL SHALL BE PAINTED PER SPECIFICATION SECTION

09 91 00.

N. CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING UNDERGROUND

UTILITIES AND THEIR SERVICE CONNECTIONS WITH THE PROPER UTILITY

COMPANY WHERE THE WORK, INCLUDING TRANSPORT OF MATERIALS

AND/OR BUILDING ACCESS, MAY AFFECT SUCH UTILITIES, COORDINATE

ISSUES WITH VHA COR.

O. CONTRACTOR SHALL SCHEDULE AND NOTIFY THE COR OF ANY NEEDED

SERVICE INTERRUPTION, INCLUDING BUT NOT LIMITED TO ELECTRICAL

POWER, TELECOMMUNICATIONS, IT, HVAC, WATER, SEWER, ROOF DRAIN

PIPING, ETC., A MINIMUM OF 7 CALENDAR DAYS PRIOR TO SUCH

INTERRUPTION OF SERVICE.

P. PROPRIETARY PRODUCTS SHOWN ON THE DRAWINGS ARE "BASIS OF

DESIGN." PRODUCTS MEETING EQUAL FUNCTIONALITY, QUALITY, AND OTHER

SPECIFIED REQUIREMENTS MAY BE ACCEPTABLE AS APPROVED BY THE

COR.

Q. REFER TO SPECIFICATION SECTION 01 45 29 FOR REQUIRED TESTING AND

INSPECTIONS.

R. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY

CONSTRUCTION OPERATIONS. ANY DAMAGED CEILING GRID AND/OR TILES

CAUSED BY THE WORK MUST BE REPLACED. PATCH AND REPAIR WORK

SHALL BE AT NO ADDITIONAL COST TO VA. PATCHING OR REPLACEMENT

REPAIRS MUST MATCH EXISTING ADJACENT FINISHES AND BE ACCEPTABLE

TO THE COR.

S. CUTTING OR OTHERWISE DAMAGING STRCTURAL ELEMENTS SUCH AS

STRUCTURAL STEEL, CONCRETE REINFORCING BARS OR FABRIC MUST BE

APPROVED BY THE COR. DAMAGE TO THE STRUCTURE CAUSED BY THE

CONTRACTOR WITHOUT APPROVAL (IN WRITING) MUST BE REPAIRED AT NO

ADDITIONAL COST TO VA.

T. CONTRACTOR MUST ADHERE TO ALL PRE-CONSTRUCTION RISK

ASSESSMENT (PCRA) AND INFECTION CONTROL RISK ASSESSMENT (ICRA)

SAFETY MEASURE REQUIREMENTS. THE REQUIREMENTS WILL AFFECT

PROJECT WORK OPERATIONS. REQUIREMENTS WILL BE AS DIRECTED BY

THE COR.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

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P

M

GI002

GENERAL ABBREVIATIONS, NOTES,

& SYMBOLS

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

NA

MJ ZM

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

A

ABA ARCHITECTURAL BARRIERS ACT

AC AIR CONDITIONING

AD AREA DRAIN

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ATTEN ATTENUATION

AUTO AUTOMATIC

AV AUDIO / VISUAL

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BM BENCH MARK / BEAM

BO BOTTOM OF

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BVL BEVELED

C

CAP CAPACITY

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CIP CAST-IN-PLACE

CL CENTER LINE

CLG CEILING

CLR CLEAR / CLEARANCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION / CONNECT

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR / CORRUGATED

CP CONCRETE PIPE

CS COUNTERSINK

CU CUBIC

CW COLD WATER

D

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

E

E EAST

EA EACH

EF EXHAUST FAN

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR

F

FA FIRE ALARM

FB FACE BRICK

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FF FINISH FLOOR

FF&E FIXTURES, FURNITURE & EQUIPMENT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RATED

FRMG FRAMING

FS FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FUT FUTURE

G

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

GPM GALLON PER MINUTE

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HORIZ HORIZONTAL

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATING / AIR

CONDITIONING

HW HOT WATER

HYD HYDRANT

I

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE (D), (ING)

INFO INFORMATION

INST INSTALL / INSTALLATION

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

K

KIT KITCHEN

KO KNOCKOUT

L

L LONG / LENGTH

LAB LABORATORY

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT (FEET)

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LRG LARGE

LT LIGHT

LTG LIGHTING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODULAR

MTD MOUNTED

MTG MOUNTING

MTL METAL

N

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NSF NET SQUARE FEET

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD / OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

OS OUTSIDE

OZ OUNCE

P

PA PUBLIC ADDRESS

PB PUSH BUTTON

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE (D)

PERM PERMANENT

PERP PERPENDICULAR

PL PLATE / PROPERTY LINE

PLUMB PLUMBING

PNL PANEL

PR PAIR

PREFAB PREFABRICATE (D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARE (D)

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PVG PAVING

Q

QTY QUANTITY

R

R RISER / RADIUS

RA RETURN AIR

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER TO / REFERENCE

REC RECOMMENDATION

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISED/ REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

RR RESTROOM

RTU ROOF TOP UNIT

S

S SOUTH

SAN SANITARY SEWER

SCH SCHEDULE

SCRN SCREEN

SECT SECTION

SF SQUARE FOOT (SQFT)

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SPKLR SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD (SQ YD)

SYM SYMMETRICAL / SYMBOL

SYS SYSTEM

T

T&B TOP AND BOTTOM

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

THK THICK (NESS)

THRU THROUGH

TO TOP OF

TOC TOP OF CURB / CONCRETE

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TRANSF TRANSFORMER

TV TELEVISION

TYP TYPICAL

U

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

V

VERT VERTICAL

VEST VESTIBULE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W

W WEST, WIDTH, WIDE

W/ WITH

W/IN WITHIN

W/O WITHOUT

WC WATER CLOSET

WH WALL HYDRANT / WATER HEATER

WT WEIGHT

X, Y, Z, MISC

& AND

@ AT

YD YARD

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

ARCHITECTURAL ABBREVIATIONS

ABBREVIATIONS LISTED BELOW ARE SPECIFIC TO ARCHITECTURAL. REFER TO GI002 FOR “GENERAL ABBREVIATIONS” USED BY MULTIPLE DESIGN DISCIPLINES.GI002 A. DIMENSIONS ON PLANS ARE TO THE FACE OF EXPOSED FINISHES AND/OR

COLUMN GRID LINES, UNLESS OTHERWISE NOTED.

B. DATUM ELEVATION 0' - 0" = LEVEL 1 FINISH FLOOR ELEVATION OF EACH

RESPECTIVE BUILDING, UNLESS OTHERWISE NOTED.

C. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING

INTERIOR MATERIALS, IE WINDOW SILLS TO GYP BD, ACT CEILINGS TO

MASONRY WALLS, ETC. REFER TO SPECIFICATION SECTION 07 92 00.

D. PROVIDE ADDITIONAL FRAMING AND CONNECTIONS TO THE STRUCTURE,

ADEQUATE TO SUPPORT NEW FALL PROTECTION ANCHORS WHERE

CONCRETE DECKS ARE NOT LOCATED OR INADEQUATE TO SUSTAIN THE

REQUIRED LOADING.

E. CONTRACTOR TO INSTALL WOOD BLOCKING AND PLYWOOD AS REQUIRED TO

MAKE ROOF REPAIRS.

F. FINAL DESIGN OF LADDERS, FALL PROTECTION ANCHOR STANCHIONS (TIE-

OFF ANCHORS), AND LIFELINE CABLE SYSTEMS IS THE RESPONSIBILITY OF

THE CONTRACTOR AND THE CONTRACTOR'S FALL PROTECTION DEVICE

MANUFACTURER/SUPPLIER. REFER TO SPECIFICATION SECTION 112429.

G. DESIGN OF LADDERS, FALL PROTECTION ANCHORS, AND LIFELINE CABLE

SYSTEMS MUST COMPLY WITH THE FOLLOWING OSHA AND ANSI

REQUIREMENTS/STANDARD:

1. OCCUPATIONALSAFETY & HEALTH ACT (OSHA).

a. TITLE 29, CHAPTER XVII, PARTS 1910, 1926, AND 1928.

2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI).

a. Z359 FALL PROTECTION CODE.

b. A10.32 FALL PROTECTION SYSTEMS-FOR CONSTRUCTION AND

DEMOLITION OPERATIONS.

H. FALL PROTECTION DEVICES MUST BE CERTIFIED FOR COMPLIANCE TO THE

REQUIREMENTS, ABOVE, BY THE MANUFACTURER/SUPPLIER.

J. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS BENEATH THE ROOF(S)

WHERE ACCESS WILL BE NEEDED TO COMPLETE THE INSTALLATION OF FALL

PROTECTION ANCHORS. PRIOR TO STARTING THE WORK, THE CONTRACTOR

MUST SCHEDULE AND COORDINATE ACCESS REQUIREMENTS WITH THE COR

NOT LESS THAN 10 CALENDAR DAYS PRIOR TO BEGINNING OPERATIONS,

INCLUDING BUT NOT LIMITED TO, CONSTRUCTING ANY REQUIRED ICRA

REQUIRED BARRIERS IN THE AFFECTED AREA.

ARCHITECTURAL GENERAL NOTES

EARTH /

COMPACT FILL

GRAVEL /

GRANULAR FILL

CONCRETE

SAND / MORTAR /

PLASTER / CUT STONE

BRICK

CONCRETE

MASONRY UNIT

STONE (ELEVATION)

BATT INSULATION

RIGID INSULATION

ACOUSTICAL TILE

(SECTION)

GYPSUM BOARD

COVER BOARD

STEEL / METAL

FINISH WOOD

CONTINUOUS WOOD

BLOCKING / ROUGH

FRAMING

CAST STONE

DISCONTINUOUS

WOOD BLOCKING /

SHIM

PLYWOOD / OSB

FIREPROOFING

METAL / WALL PANELS

SPANDREL GLASS

MATERIALS LEGEND

PLASTIC LAMINATE

ARCHITECTURAL SYMBOLS LEGEND

REFERENCE

KEYNOTE

######-A######-A

EQUIPMENT

KEYNOTE

A####A####

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

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C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

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A-001

ARCHITECTURAL ABBREVIATIONS,

NOTES, & SYMBOLS

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

NA

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

A

ABAAS ABA ACCESSIBILTY STANDARDS

ACP ACOUSTICAL CEILING PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

APC ARCHITECTURAL PRECAST CONCRETE

AWP ACOUSTICAL WALL PANEL

B

BITUM BITUMINOUS

BLKG BLOCKING

BUR BUILT-UP ROOF

C

C COURSE

CAB CABINET

CC CONTRACTOR ACQUIRED, CONTRACTOR

INSTALLED

CDS CABINET DESIGN SERIES

CFGS CLEAR FLOOR OR GROUND SPACE

CG CORNER GUARD

CJ CONTROL JOINT

CLOS CLOSET

CMT CERAMIC MOSAIC TILE

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

D

DH DOUBLE HUNG

DISP DISPENSER

DMT DEMOUNTABLE

DS DOWNSPOUT

E

EJ EXPANSION JOINT

ELAST ELASTOMERIC

ESC ESCALATOR

EXP EXPANSION / EXPOSED

F

FAB FABRIC

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH / FINISHED

FLG FLOORING

FOF FACE OF FINISH

FOG FACE OF GYPSUM BOARD / WALL

FOS FACE OF STUDS

FRP FIBER REINFORCED PANEL

FUR FURRING

G

GB GRAB BAR

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS / GLAZING

GSF GROSS SQUARE FEET

GYP GYPSUM

H

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HK HOOK

HLL HORIZONTAL LIFELINE SYSTEM

HM HOLLOW METAL

I

ICRA INFECTION CONTROL RISK ASSESSMENT

ILSM INTERIM LIFE SAFETY MEASURES

K

KC KNEE CLEARANCE

KPL KICK PLATE

L

LAM LAMINATE (D)

LVT LUXURY VINYL TILE

M

MDF MEDIUM DENSITY FIBERBOARD

MEMB MEMBRANE

MO MASONRY OPENING

MULL MULLION

N

NRC NOISE REDUCTION COEFFICIENT

P

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PNT PAINT

POLY POLYETHYLENE

PT PORCELAIN TILE

PTN PARTITION

Q

QT QUARRY TILE

QTB QUARRY TILE BASE

R

RB RESILIENT BASE

REF REFRIGERATOR

RFG ROOFING

RO ROUGH OPENING

RSF RESILIENT SHEET FLOORING

S

SC SOLID CORE

STC SOUND TRANSMISSION COEFFICIENT

T

T TREAD

TC TOE CLEARANCE

TG TONGUE & GROOVE

TKBD TACK BOARD

TPO THERMOPLASTIC POLYOLEFIN

TZ TERRAZZO

U

UC UNDER CUT

UNFIN UNFINISHED

V

VB VAPOR BARRIER (VPR BR)

VC VHA ACQUIRED, CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VNR VENEER

VV VHA ACQUIRED, VHA INSTALLED

VWC VINYL WALLCOVERING

W

WB WOOD BASE

WD WOOD

WDW WINDOW

WP WATERPROOFING / WORKING POINT

WR WEATHER RESISTANT

WSF WELDED SEAM SHEET FLOORING

WWF WELDED WIRE FABRIC

X

XPS EXTRUDED POLYSTYRENE

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

SUPPLY

SERVICE

WAREHOUSE

BG115

CORRIDOR

CB-8

PIPING

ROOM

CB-7

STAFF

TOILET

BG108

STAFF

TOILET

BG107

HAC

BG115A

MAIL

BG102

REPRODUCTION

CENTER

BG101

UTILITY

TRENCH

ACCESS

ROOM

BE103

ELEVATOR

MACHINE

W3 W4 W5 W6 W7 W8 W9 W10 W11

WA

WB

MEZZANINE

AREA OF LADDER DEMOLITION

DEMO PLAN SYMBOLS LEGEND

LINE OF FENCE DEMOLITION

LINE OF EXISTING BUILDING STRUCTURE OR

APPURTENANCE

A. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES.

B. LEVEL 1 = DATUM ELEVATION (0' - 0").

C. REMOVE EXISTING ANCHORS (OR CUT-OFF AND GRIND FLUSH) WHERE

RELATED ITEMS ARE DEMOLISHED. FILL VOIDS LEFT BY DEMOLITION WITH

LIKE MATERIALS TO MATCH ADJACENT FINISHES. REPAIR AND REPAINT

DAMAGED SURFACES TO MATCH EXISTING.

D. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

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D

C

B

A

F

E

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C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

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AD105

DEMOLITION PLAN - BUILDING 1

BASEMENT

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1/8" = 1'-0"

DEMOLITION PLAN - BUILDING 1 PARTIAL BASEMENT

F1

1. DEMOLISH GUARDRAIL, REMAINING ASSOCIATED ANCHORS THAT ARE

UNUSED MUST BE CUT-OFF AND MADE FLUSH TO ADJACENT SURFACE

2. REMOVE LADDER AND LADDER CAGE, REMAINING ASSOCIATED ANCHORS

THAT ARE UNUSED MUST BE CUT-OFF AND MADE FLUSH TO ADJACENT

SURFACE

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

A

LI

G N

A

LI

G N

ALIGNALIGN

A. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES.

B. INDIVIDUAL FALL PROTECTION ANCHORS (STANCHIONS) AND HORIZONTAL

LIFELINE SYSTEMS MUST BE USED IN CONJUNCTION WITH SELF-RETRACTING

LANYARDS THAT HAVE FALL ARREST CAPABILITY.

C. LEVEL 1 = DATUM ELEVATION (0' - 0").

D. REFER TO SHEET AE601 FOR ANCHOR TYPES.

E. STEEL PLATES AND FASTENERS EXPOSED TO VIEW MUST BE PAINTED TO

MATCH ADJACENT SURFACES UNLESS DIRECTED OTHERWISE BY THE COR.

F. SPACING AND LOCATIONS OF INDIVIDUAL FALL PROTECTION (TIE-OFF)

ANCHORS SHOWN ON THE FALL PROTECTION PLANS IS BASED UPON USE OF

30' RETRACTABLE LANYARDS WITH FALL ARREST CAPABILITY.

G. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

4.8 5 643 7 8 9 10 11 12 13 14 15 16 17 18

A

B

C

E

F

TYP

TYP

TYP

TOP EL 42' - 4 1/2"

TOP EL 42' - 4 1/2"

TOP EL 42' - 4 1/2"

TOP EL 53' - 2"

TOP EL 51' - 0"

TOP EL 52' - 6"

TOP EL 52' - 2"

TOP EL 21' - 0 1/2"

TOP EL 53' - 0"

TOP EL 18' - 4"

TOP EL 56' - 0 1/2" TOP EL 106' - 0"

TOP EL 53' - 2"

TOP EL 52' - 2"

TOP EL 52' - 6"

TOP EL 52' - 2"

TOP EL 21' - 0 1/2"

TOP EL 21' - 0 1/2"TOP EL 21' - 0 1/2"

TOP EL 21' - 0 1/2"

TOP EL 21' - 0 1/2"

TOP EL 107' - 4 1/2"

TOR EL 52' - 7"

TOR EL VARIES 52' - 0" MAX

TOR EL 18' - 2"

TOR EL 18' - 0"

TOP EL 115' - 10"

TOP EL 52' - 6"

TOP EL 34' - 0"

TOP EL 35' - 4"

TOP EL 39' - 10 1/2"

TOR EL VARIES 18' - 2" MAX

TOR EL 39' - 7"TOR EL VARIES 41' - 5 1/2" MAXTOR EL 39' - 7"

TOP EL 42' - 4 1/2"

TOP EL 39' - 10 1/2"

TOR EL VARIES 18' - 2" MAX

TOP EL 21' - 0 1/2"

TOR EL 20' - 0"

TOP EL 52' - 6"

6' - 0"

5'

6'

V

IF

6'

TOR EL VARIES 18' - 2" MAX

TOR EL VARIES 52' - 0" MAX TOR EL VARIES 52' - 0" MAX

TOR EL VARIES 52' - 0" MAX

6'

5'

TOP EL 19' - 0"

TOG EL (-) 0' - 6"

TOG EL 0' - 0"

TOP EL 53' - 2"

TOP EL 53' - 0"

6' - 0" 20' - 8" VIF

VIF

7' - 2"

22' - 0" VIF

VIF

7' - 0"

TOG EL (-) 0' - 6"

1N-11-CS

1N-12-CSC 1N-13-CS

1N-04-S

1N-01-S

TOF EL 0"

1N-02-S 1N-03-S

1N-14-CS 1N-15-CSC

1N-16-CS

V

IF

6'

TYP

TYP

EQ EQ

EQ EQ

30' RETRACTABLE LANYARD

CLEARANCE

6'

6'

1' - 0"

1"

1"

1"

1"

1' - 0"

1N-05-S 1N-06-S 1N-08-S 1N-09-S 1N-10-S1N-07-S

18' - 2" 56' - 0" 34' - 8" 25' - 0" 40' - 0" 50' - 0" 52' - 6"

TYP

TYP

TYP

FALL PROTECTION LEGEND

FALL PROTECTION ANCHOR

STANCHION, TYP

LIFELINE CABLE SYSTEM, TYP

GUARDRAIL/ FENCE, TYP

MECHANICAL EQUIPMENT, TYP

MECHANICAL PIPES, TYP

ROOFING WALKWAY, TYP

DAVIT PEDESTAL, TYP

EXISTING NEW

EQUIPMENT SCREEN, TYP

EQUIPMENT / EQUIPMENT PADS, TYP

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

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S C

H E

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M

AE101

FALL PROTECTION PLAN -

BUILDING 1 NORTH

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1. FALL PROTECTION ANCHOR STANCHION, TYP

2. LIFELINE CABLE SYSTEM, TYP

3. ANCHOR FOR LIFELINE CABLE SYSTEM, TYP

4. EXISTING LIFELINE CABLE SYSTEM, TYP

5. EXISTING ROOF DRAINS, TYP

6. EXISTING SKYLIGHTS, TYP

7. EXISTING MECHANICAL EQUIPMENT, TYP

8. EXISTING VENT PIPES, TYP

9. 30' RETRACTABLE LANYARD CLEARANCE, TYP

1/16" = 1'-0"

BUILDING 1 NORTH ROOF PLAN

F1

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

DN

U P

U P

DN

U P

U P

A. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES.

B. INDIVIDUAL FALL PROTECTION ANCHORS (STANCHIONS) AND HORIZONTAL

LIFELINE SYSTEMS MUST BE USED IN CONJUNCTION WITH SELF-RETRACTING

LANYARDS THAT HAVE FALL ARREST CAPABILITY.

C. LEVEL 1 = DATUM ELEVATION (0' - 0").

D. REFER TO SHEET AE601 FOR ANCHOR TYPES.

E. STEEL PLATES AND FASTENERS EXPOSED TO VIEW MUST BE PAINTED TO

MATCH ADJACENT SURFACES UNLESS DIRECTED OTHERWISE BY THE COR.

F. SPACING AND LOCATIONS OF INDIVIDUAL FALL PROTECTION (TIE-OFF)

ANCHORS SHOWN ON THE FALL PROTECTION PLANS IS BASED UPON USE OF

30' RETRACTABLE LANYARDS WITH FALL ARREST CAPABILITY.

G. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

P

Q

N

4.8 5 64

M

1 2 3 7 8 9

F

G

H

J

K

L

R

BUILDING 6

TOP EL 52' - 2"

TOP EL 53' - 2"

TOP EL 52' - 2" TOP EL 56' - 0 1/2"

TOP EL 53' - 2"

TOP EL 52' - 6"TOP EL 52' - 6"

TOP EL 56' - 0 1/2"

TOP EL 56' - 0 1/2"

TOP EL 56' - 0 1/2"

TOR EL VARIES 52' - 7" MAX

OPEN

TO

BELOW

TOF EL 0"

TOP EL 55' - 5 1/2"

TOR EL VARIES 52' - 5" MAX

TOP EL 52' - 2"

TOP EL 52' - 2"

TOP EL 56' - 0 1/2" TOR EL VARIES 52' - 7" MAX

TOP EL 72' - 4"

TOP EL 87' - 4"

TOP EL 72' - 4"

TOP EL 17' - 0"

TOP EL 19' - 0"

TOP EL 18' - 0"

TOR EL 18' - 6"

TOP EL 66' - 9 1/2"

TOP EL 87' - 4"

TOP EL 87' - 4"

TOP EL 56' - 0 1/2"

TOP EL 72' - 4"

TOP EL 87' - 4"

TOP EL 56' - 0 1/2"

TOR EL 52' - 0"

TOR EL 52' - 4"

1W-02-D

1W-03-D

TOP EL 53' - 2"

TOP EL 56' - 0 1/2"

TOR EL VARIES 52' - 4" MAX

TOP EL 56' - 0 1/2"

TOP EL 56' - 0 1/2"

E Q

E Q 3' - 6"

1W-01-S

TYP

TOR EL VARIES 63' - 8" MAX

TOR EL VARIES 63' - 8" MAX

TOR EL VARIES 67' - 3 1/2" MAX

TYP

2' - 6"

TOP EL 53' - 0"

TYP

TYP

TYP

TYP

TOR EL VARIES 52' - 7" MAX

TOR EL VARIES 51' - 9" MAX

B5

AE511

EQ EQ

EQ EQ

2'

2'

TOR EL VARIES 52' - 4" MAX

TOR EL VARIES 52' - 0" MAX

FALL PROTECTION LEGEND

FALL PROTECTION ANCHOR

STANCHION, TYP

LIFELINE CABLE SYSTEM, TYP

GUARDRAIL/ FENCE, TYP

MECHANICAL EQUIPMENT, TYP

MECHANICAL PIPES, TYP

ROOFING WALKWAY, TYP

DAVIT PEDESTAL, TYP

EXISTING NEW

EQUIPMENT SCREEN, TYP

EQUIPMENT / EQUIPMENT PADS, TYP

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 3.

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R C

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M

AE102

FALL PROTECTION PLAN -

BUILDING 1 WEST

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1. FALL PROTECTION ANCHOR STANCHION, TYP

2. DAVIT PEDESTAL,TYP. REFER TO F2/AE501

3. EXISTING ROOF DRAINS, TYP

4. EXISTING DAVIT PEDESTAL BASE, TYP

5. PARAPET CROSSOVER UTILITY STAIR

6. EXISTING MECHANICAL EQUIPMENT AND DUCTS, TYP

7. EXISTING MECHANCAL EQUIPMENT SCREEN WALL, TYP

8. EXISTING WALKWAY, TYP

9. EXISTING LADDER, PROTECT FROM DAMAGE DURING CONSTRUCTION, TYP

1/16" = 1'-0"

BUILDING 1 WEST ROOF PLAN

F4

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

CHASE

EQUIPMENT PAD - ELEVATION

=35'-8"

EQUIPMENT PAD - ELEVATION

=35'-8"

A. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES.

B. INDIVIDUAL FALL PROTECTION ANCHORS (STANCHIONS) AND HORIZONTAL

LIFELINE SYSTEMS MUST BE USED IN CONJUNCTION WITH SELF-RETRACTING

LANYARDS THAT HAVE FALL ARREST CAPABILITY.

C. LEVEL 1 = DATUM ELEVATION (0' - 0").

D. REFER TO SHEET AE601 FOR ANCHOR TYPES.

E. STEEL PLATES AND FASTENERS EXPOSED TO VIEW MUST BE PAINTED TO

MATCH ADJACENT SURFACES UNLESS DIRECTED OTHERWISE BY THE COR.

F. SPACING AND LOCATIONS OF INDIVIDUAL FALL PROTECTION (TIE-OFF)

ANCHORS SHOWN ON THE FALL PROTECTION PLANS IS BASED UPON USE OF

30' RETRACTABLE LANYARDS WITH FALL ARREST CAPABILITY.

G. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

P

N

M

10 11 12 13 14 15 16 17 18 19 20 21 22 23

F

G

H

J

K

L

TYP

TOP EL 106' - 0"

TOP EL 106' - 0"

TOP EL 106' - 0"

TOP EL 106' - 0"

TOP EL 107' - 4 1/2" TOP EL 106' - 0"

TOP EL 106' - 0"

TOP EL 106' - 0"

TOP EL 106' - 0"

TOP EL 106' - 10"

1E-01-S

1E-02-S

1E-03-S

1E-04-S

1E-07-S

1E-08-S

1E-05-S

1E-06-S

TOR EL VARIES 103' - 10" MAX

TOR EL VARIES 103' - 6" MAX

TOR EL VARIES 103' - 6" MAX

TOR EL VARIES 103' - 10" MAX

TOP EL 39' - 4 1/2"

TOP EL 35' - 10"

TOP EL 35' - 10" TOP EL 34' - 0"

TOP EL 39' - 4 1/2"

TOP EL 39' - 4 1/2"

TOR EL VARIES 103' - 6" MAX

TOP EL 107' - 4 1/2"

TOF EL 0"

TOF EL 0"

TOF EL 72' - 4"

TOF EL 0"

TOP EL 107' - 10"

TOP EL 39' - 4 1/2"

TOR EL 35' - 0" TOP EL 39' - 4 1/2"

TOP EL 39' - 4 1/2"

TOP EL 107' - 10" TOP EL 39' - 4 1/2"

TOR EL VARIES 35' - 0" MAX

TOP EL 39' - 4 1/2"

TOP EL 107' - 4 1/2"

TOR EL VARIES 35' - 0" MAX

TOP EL 107' - 4 1/2"

TOR EL VARIES 103' - 6" MAX

TOP EL 39' - 4 1/2"

TOP EL 39' - 4 1/2"

TOR EL VARIES 103' - 6" MAX

TOP EL 107' - 10"

TOR EL 35' - 0"

TOR EL 33' - 6"

TOR EL 35' - 0"

TOR EL 18' - 0"

TOR EL VARIES 5' - 2" MAX

TOR EL 116' - 10" TOP EL 105' - 7 1/2"

TOR EL VARIES 114' - 10" MAX

TOR EL VARIES 114' - 10" MAX

TOP EL 106' - 10"

"6"

6"

6"

6"

OPEN TO

BELOW

OPEN TO

BELOW

TYP

TYP

OPEN TO

BELOW

TOP EL 114' - 10"

TOR EL 114' - 10"

TOP EL 114' - 10"

TOR EL VARIES 114' - 10" MAX

FALL PROTECTION LEGEND

FALL PROTECTION ANCHOR

STANCHION, TYP

LIFELINE CABLE SYSTEM, TYP

GUARDRAIL/ FENCE, TYP

MECHANICAL EQUIPMENT, TYP

MECHANICAL PIPES, TYP

ROOFING WALKWAY, TYP

DAVIT PEDESTAL, TYP

EXISTING NEW

EQUIPMENT SCREEN, TYP

EQUIPMENT / EQUIPMENT PADS, TYP

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

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Building Number

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AE103

FALL PROTECTION PLAN -

BUILDING 1 EAST

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1. FALL PROTECTION ANCHOR STANCHION, TYP

2. EXISTING MECHINCAL EQUIPMENT SCREEN WALL, TYP

3. EXISTING ROOF DRAINS, TYP

1/16" = 1'-0"

BUILDING 1 EAST ROOF PLAN

F2

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

A. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES.

B. INDIVIDUAL FALL PROTECTION ANCHORS (STANCHIONS) AND HORIZONTAL

LIFELINE SYSTEMS MUST BE USED IN CONJUNCTION WITH SELF-RETRACTING

LANYARDS THAT HAVE FALL ARREST CAPABILITY.

C. LEVEL 1 = DATUM ELEVATION (0' - 0").

D. REFER TO SHEET AE601 FOR ANCHOR TYPES.

E. STEEL PLATES AND FASTENERS EXPOSED TO VIEW MUST BE PAINTED TO

MATCH ADJACENT SURFACES UNLESS DIRECTED OTHERWISE BY THE COR.

F. SPACING AND LOCATIONS OF INDIVIDUAL FALL PROTECTION (TIE-OFF)

ANCHORS SHOWN ON THE FALL PROTECTION PLANS IS BASED UPON USE OF

30' RETRACTABLE LANYARDS WITH FALL ARREST CAPABILITY.

G. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

18 19 20 21 22 23 24 25 26 27 28

E

F

BLDG 5

TOP EL 34' - 11"

TOR EL 33' - 6"

TOR EL 35' - 0"

TOP EL 39' - 4 1/2"

TOP EL 39' - 4 1/2"

TOR EL 35' - 0"

TOG EL 0"

TOR EL 35' - 0"

TOP EL 106' - 0"

TOP EL 52' - 2"

TOP EL 34' - 0"

TOR EL 18' - 0"

TOP EL 18' - 0"

TOP EL 105' - 7 1/2"

TOP EL 107' - 10"

TOP EL 52' - 6"

EQ 20' - 0" EQ

1B-05-CS 1B-06-CS

1B-02-CS 1B-03-CSM 1B-04-CS 1B-07-CS 1B-08-CS 1B-09-CS 1B-10-CSM 1B-11-CS 1B-12-CS 1B-13-CSM 1B-14-CS 1B-15-CS

TOR EL 35' - 0"

TOR EL 34' - 6"

TOP EL 40' - 6"

EQ EQ EQ EQ

MIN

5' - 0" 25' - 0" 11' - 4" 56' - 0" 11' - 4" 56' - 0" 11' - 4" 19' - 9 1/2" 5' - 0"25' - 3" 30' - 0"

1B-16-CS

TYP

E Q

E Q

3'

E Q

E Q

17' - 0" 22' - 0"

VIF

6' - 0"

1B-01-CS

FALL PROTECTION LEGEND

FALL PROTECTION ANCHOR

STANCHION, TYP

LIFELINE CABLE SYSTEM, TYP

GUARDRAIL/ FENCE, TYP

MECHANICAL EQUIPMENT, TYP

MECHANICAL PIPES, TYP

ROOFING WALKWAY, TYP

DAVIT PEDESTAL, TYP

EXISTING NEW

EQUIPMENT SCREEN, TYP

EQUIPMENT / EQUIPMENT PADS, TYP

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

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Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

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AE104

FALL PROTECTION PLAN -

BUILDING 1 WALKWAY

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1. EXISTING ROOF DRAINS, TYP

1/16" = 1'-0"

BUILDING 1 WALKWAY ROOF PLAN

F2

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

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SUPPLY

SERVICE

WAREHOUSE

BG115

CORRIDOR

CB-8

PIPING

ROOM

CB-7

STAFF

TOILET

BG108

STAFF

TOILET

BG107

HAC

BG115A

MAIL

BG102

REPRODUCTION

CENTER

BG101

UTILITY

TRENCH

ACCESS

ROOM

BE103

ELEVATOR

MACHINE

W3 W4 W5 W6 W7 W8 W9 W10 W11

WA

WB

TYP

TOD EL -11' - 0"

TOW EL -10' - 4"

AE105

C3

AE105C1

TOF EL -21' - 0"

4'

FALL PROTECTION LEGEND

FALL PROTECTION ANCHOR

STANCHION, TYP

LIFELINE CABLE SYSTEM, TYP

GUARDRAIL/ FENCE, TYP

MECHANICAL EQUIPMENT, TYP

MECHANICAL PIPES, TYP

ROOFING WALKWAY, TYP

DAVIT PEDESTAL, TYP

EXISTING NEW

EQUIPMENT SCREEN, TYP

EQUIPMENT / EQUIPMENT PADS, TYP

LEVEL 1

0"

BASEMENT

-21' - 0"

WA

V

IF

3'

V

IF

VERIFY

3' - 4" ±

AE511

F3

AE521

E1

OPP4" MAX4" MAX 4" MAX

LEVEL 1

0"

BASEMENT

-21' - 0"

W4 W5 W6 W7 W8 W9 W10 W11

VIF

133' - 10" ±

VIF

10' - 5" ±

AE521

E6

CONC COL (BEYOND) TYP

EXISTING CMU WALL

A. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES.

B. INDIVIDUAL FALL PROTECTION ANCHORS (STANCHIONS) AND HORIZONTAL

LIFELINE SYSTEMS MUST BE USED IN CONJUNCTION WITH SELF-RETRACTING

LANYARDS THAT HAVE FALL ARREST CAPABILITY.

C. LEVEL 1 = DATUM ELEVATION (0' - 0").

D. REFER TO SHEET AE601 FOR ANCHOR TYPES.

E. STEEL PLATES AND FASTENERS EXPOSED TO VIEW MUST BE PAINTED TO

MATCH ADJACENT SURFACES UNLESS DIRECTED OTHERWISE BY THE COR.

F. SPACING AND LOCATIONS OF INDIVIDUAL FALL PROTECTION (TIE-OFF)

ANCHORS SHOWN ON THE FALL PROTECTION PLANS IS BASED UPON USE OF

30' RETRACTABLE LANYARDS WITH FALL ARREST CAPABILITY.

G. INSTALL RELOCATED LOCKABLE LADDER COVER AFTER EXISTING LADDER IS

REPLACED. REFER TO KEYNOTE 2 (BELOW) AND SHEET AE106, GENERAL

NOTE "G".

H. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

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Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

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AE105

FALL PROTECTION PLAN -

BUILDING 1 BASEMENT

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1/8" = 1'-0"

BUILDING 1 PARTIAL BASEMENT PLAN

F1

1. GUARDRAIL, TYP

2. PROVIDE AND INSTALL NEW LADDER PER CONSTRUCTION DOCUMENTS.

ADDITIONALLY, INSTALL LADDER COVER RELOCATED FROM EXISTING

EXTERIOR LOCATION, REFER TO AE106, KEYNOTE 3

1/8" = 1'-0"

BUILDING 1 WAREHOUSE EAST ELEVATION

C1 1/8" = 1'-0"

BUILDING 1 WAREHOUSE SOUTH ELEVATION

C3

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

DN

BUILDING 1

LOADING DOCK

DRIVEWAY

TOW EL -7' - 0" VIF

4' - 0" VIF

TOP EL 17' - 0"

AE106

B1

TOP EL 7' - 0"

TOR EL VARIES 5' - 2" MAX

TOP EL 7' - 0"

TOW EL -3' - 0" VIF

TOW EL -9' - 6" VIF

TOW EL -3' - 0" VIFTOW EL 0" VIF

10' - 0"6' - 0"50' - 0"

8'

7'

E Q

E Q

5' - 6" 10' - 0"

AE106B7

1LD-04-CS

1LD-05-CSM

1LD-07-CS

1LD-08-CSM

1LD-09-CS

1LD-10-CS

1LD-11-CSM

1LD-12-CS

1LD-13-S 1LD-14-S 1LD-15-S

1LD-01-CS 1LD-02-CSM 1LD-03-CS

1LD-06-CS

25' - 0"25' - 0"

13' - 6"15' - 0"

TOW EL 4' - 6" VIF

AE511F3

SIM

AE106A7

TOG EL VARIES

TOG EL VARIES

TOC EL -21' - 0"

RAMP DOWN

SLOPE DOWN

SLOPE DOWN

TOW EL VARIES

FALL PROTECTION LEGEND

FALL PROTECTION ANCHOR

STANCHION, TYP

LIFELINE CABLE SYSTEM, TYP

GUARDRAIL/ FENCE, TYP

MECHANICAL EQUIPMENT, TYP

MECHANICAL PIPES, TYP

ROOFING WALKWAY, TYP

DAVIT PEDESTAL, TYP

EXISTING NEW

EQUIPMENT SCREEN, TYP

EQUIPMENT / EQUIPMENT PADS, TYP

LEVEL 1

0"

BASEMENT

-21' - 0"

BUILDING

TYP

VIF

46' - 9" ±

VIF

54' - 10" ±

VIF

140' - 9" ±

AE521

F6

FINISH GRADE

(BEYOND), VIF

FINISH GRADE, VIF

TYP

VIF

27' - 11" ±

FINISH GRADE

VIF

23' - 10"

FINISH GRADE

TYP A. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES.

B. INDIVIDUAL FALL PROTECTION ANCHORS (STANCHIONS) AND HORIZONTAL

LIFELINE SYSTEMS MUST BE USED IN CONJUNCTION WITH SELF-RETRACTING

LANYARDS THAT HAVE FALL ARREST CAPABILITY.

C. LEVEL 1 = DATUM ELEVATION (0' - 0").

D. REFER TO SHEET AE601 FOR ANCHOR TYPES.

E. STEEL PLATES AND FASTENERS EXPOSED TO VIEW MUST BE PAINTED TO

MATCH ADJACENT SURFACES UNLESS DIRECTED OTHERWISE BY THE COR.

F. SPACING AND LOCATIONS OF INDIVIDUAL FALL PROTECTION (TIE-OFF)

ANCHORS SHOWN ON THE FALL PROTECTION PLANS IS BASED UPON USE OF

30' RETRACTABLE LANYARDS WITH FALL ARREST CAPABILITY.

G. RELOCATE EXISTING LOCKABLE LADDER COVER. REFER TO KEYNOTE 3

(BELOW) AND SHEET AE105, GENERAL NOTE "G". PROVIDE NEW LOCKABLE

LADDER COVER (BASIS OF DESIGN: SECURITY LADDER DOOR BY LYNN

LADDER & SCAFFOLDING CO. INC.) AFTER EXISTING LADDER IS REPLACED.

REFER TO KEYNOTES 3 AND 4, BELOW.

H. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

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AE106

FALL PROTECTION PLAN -

BUILDING 1 LOADING DOCK SITE

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1. 3' - 6" HIGH FENCE, TO MATCH EXISTING, REFER TO KEYNOTE 2, TYP

2. EXISTING FENCE, TYP

3. REMOVE EXISTING LADDER AND PROVIDE NEW LADDER. RETAIN EXISTING

LADDER COVER FOR REUSE (RELOCATION). REFER TO AE105, KEYNOTE 2

FOR RELOCATION INFORMATION.

4. PROVIDE A LOCKABLE SECURITY LADDER DOOR, BASIS OF DESIGN:

SECURITY LADDER DOOR MANUFACTURED BY LYNN LADDER

(lynnladder.com/product/security-ladder-door/)

Plan North

True North

1/16" = 1'-0"

LOADING DOCK SITE PLAN

F1

1/16" = 1'-0"

LOADING DOCK RETAINING WALL EAST ELEVATION

B1 1/16" = 1'-0"

LOADING DOCK RETAINING WALL SOUTH ELEVATION

B7

1/16" = 1'-0"

LOADING DOCK RETAINING WALL SOUTH ELEVATION

A7

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

LIFELINE SYSTEMS MUST BE USED IN CONJUNCTION WITH SELF-RETRACTING

LANYARDS THAT HAVE FALL ARREST CAPABILITY.

C. LEVEL 1 = DATUM ELEVATION (0' - 0").

D. REFER TO SHEET AE601 FOR ANCHOR TYPES.

E. STEEL PLATES AND FASTENERS EXPOSED TO VIEW MUST BE PAINTED TO

MATCH ADJACENT SURFACES UNLESS DIRECTED OTHERWISE BY THE COR.

F. SPACING AND LOCATIONS OF INDIVIDUAL FALL PROTECTION (TIE-OFF)

ANCHORS SHOWN ON THE FALL PROTECTION PLANS IS BASED UPON USE OF

30' RETRACTABLE LANYARDS WITH FALL ARREST CAPABILITY.

G. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

A B C D E F G H J

TOP EL 127' - 4"

TOP EL 135' - 4"

0"

TOR EL VARIES 125' - 0" MAX

TOP EL 135' - 4"

TOR EL VARIES 134' - 4" MAX

TYP

K

TOP EL 127' - 4"

TOP EL 127' - 4"

TOP EL 135' - 4"

TOP EL 135' - 4"

TOP EL 135' - 4"

19' - 0"

43' - 0" 55' - 0" 30' - 4" 10' - 0"

10' - 0"

6' - 8" ±

10' - 0"

53' - 8 1/16"

10' - 0"63' - 4"

2U-02-S2U-01-S

2U-03-CS

2U-04-S 2U-05-S

2U-08-S 2U-09-S

2U-11-S

2U-10-S

2U-06-S 2U-07-S

2L-01-S 2L-02-S

2L-03-S 2L-04-S

A B C D

TOP EL 127' - 4"

10' - 0" 46' - 0" 12' - 0"

TOR EL VARIES 124' - 6" MAX

TYP

TOP EL 127' - 4"

TOP EL 127' - 4"

TOP EL 127' - 4"

TOP EL 127' - 4"

11' - 0"

EQ EQ

3-01-S 3-03-S

3-02-S 3-04-S

3-05-S

FALL PROTECTION LEGEND

FALL PROTECTION ANCHOR

STANCHION, TYP

LIFELINE CABLE SYSTEM, TYP

GUARDRAIL/ FENCE, TYP

MECHANICAL EQUIPMENT, TYP

MECHANICAL PIPES, TYP

ROOFING WALKWAY, TYP

DAVIT PEDESTAL, TYP

EXISTING NEW

EQUIPMENT SCREEN, TYP

EQUIPMENT / EQUIPMENT PADS, TYP

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

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AE107

FALL PROTECTION PLAN -

BUILDING 2 & 3

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

2 & 3

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1. EXISTING ROOF DRAINS, TYP

2. EXISTING ROOF ACCESS HATCH

1/16" = 1'-0"

BUILDING 2 ROOF PLAN

F51/16" = 1'-0"

BUILDING 3 ROOF PLAN

F3

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

LIFELINE SYSTEMS MUST BE USED IN CONJUNCTION WITH SELF-RETRACTING

LANYARDS THAT HAVE FALL ARREST CAPABILITY.

C. LEVEL 1 = DATUM ELEVATION (0' - 0").

D. REFER TO SHEET AE601 FOR ANCHOR TYPES.

E. STEEL PLATES AND FASTENERS EXPOSED TO VIEW MUST BE PAINTED TO

MATCH ADJACENT SURFACES UNLESS DIRECTED OTHERWISE BY THE COR.

F. SPACING AND LOCATIONS OF INDIVIDUAL FALL PROTECTION (TIE-OFF)

ANCHORS SHOWN ON THE FALL PROTECTION PLANS IS BASED UPON USE OF

30' RETRACTABLE LANYARDS WITH FALL ARREST CAPABILITY.

G. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

TYP

AE511

F6

5-07-S 5-06-S

5-05-S

5-11-S

5-09-S

TOP EL 37' - 0"

TOR EL VARIES 34' - 6" MAX

TOP EL 35' - 4"

TOP EL 35' - 4"

TOP EL 37' - 0"

TOP EL 35' - 4"

TOP EL 35' - 4"

TOP EL 35' - 4"

TOP EL 44' - 0"

TOP EL 37' - 0"

TOP EL 35' - 4"

TOP EL 40' - 6"

TOP EL 35' - 4"

TOP EL 37' - 0"

TOP EL 37' - 0"

TOP EL 35' - 4"

TOP EL 37' - 0"

TOP EL 37' - 0"

TOP EL 35' - 4"

TOP EL 37' - 0"

TOP EL 35' - 4"

TOP EL 37' - 0"

TOP EL 37' - 0"

TOR EL VARIES 34' - 6" MAX

TOR EL VARIES 34' - 6" MAX

TOR EL VARIES 34' - 6" MAX

TOR EL VARIES 34' - 6" MAX

TOR EL VARIES 34' - 6" MAX

TOR EL VARIES 34' - 6" MAX

5-01-S

5-02-S

5-08-S

5-03-S

5-04-S

5-10-S

TOP EL 37' - 0"

TOP EL 35' - 4"

TOF EL 0"

EQ EQ

E Q

E Q

13' - 3"

EQ EQ

13' - 3"

13' - 3"

TYP

OPEN

TO

BELOW

TYP

TYP

E Q

E Q

10' - 0"

E Q

E Q

EQ EQ

E Q

E Q

EQ EQ

E Q

E Q

20' - 0"

E Q

E O

2' - 0"

14' - 0" 16' - 2 1/2"

V

IF

3/ 4"

28' - 0"

30' - 0"

AE521 B6

TYP

TYP

FALL PROTECTION LEGEND

FALL PROTECTION ANCHOR

STANCHION, TYP

LIFELINE CABLE SYSTEM, TYP

GUARDRAIL/ FENCE, TYP

MECHANICAL EQUIPMENT, TYP

MECHANICAL PIPES, TYP

ROOFING WALKWAY, TYP

DAVIT PEDESTAL, TYP

EXISTING NEW

EQUIPMENT SCREEN, TYP

EQUIPMENT / EQUIPMENT PADS, TYP

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 3.

_A

R C

H _R

_a w al de n3

Q P

X Z

.r vt

3/

/2

4:

:5

P

M

AE108

FALL PROTECTION PLAN -

BUILDING 5

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1. FALL PROTECTION ANCHOR STANCHION, TYP

2. CROSSOVER BRIDGE PLATFORM WITH REMOVEABLE GRATE FLOOR.

REMOVABLE GRATE(S) = 40# MAXIMUM.

3. EXISTING MECHANICAL SCREEN SUPPORTS

4. EXISTING MECHANICAL EQUIPMENT AND DUCTS

5. EXISTING PIPING PER AS BUILTS, VERIFY IN FIELD

6. 30' RETRACTABLE LANYARD CLEARANCE

1/16" = 1'-0"

BUILDING 5 ROOF PLAN

F3

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

LIFELINE SYSTEMS MUST BE USED IN CONJUNCTION WITH SELF-RETRACTING

LANYARDS THAT HAVE FALL ARREST CAPABILITY.

C. LEVEL 1 = DATUM ELEVATION (0' - 0").

D. REFER TO SHEET AE601 FOR ANCHOR TYPES.

E. STEEL PLATES AND FASTENERS EXPOSED TO VIEW MUST BE PAINTED TO

MATCH ADJACENT SURFACES UNLESS DIRECTED OTHERWISE BY THE COR.

F. SPACING AND LOCATIONS OF INDIVIDUAL FALL PROTECTION (TIE-OFF)

ANCHORS SHOWN ON THE FALL PROTECTION PLANS IS BASED UPON USE OF

30' RETRACTABLE LANYARDS WITH FALL ARREST CAPABILITY.

G. ELEVATION LEGEND:

TOP EL = TOP OF PARAPET ELEVATION

TOR EL = TOP OF ROOF ELEVATION

TOJ EL = TOP OF JOINT ELEVATION (SEISMIC)

TOG EL = TOP OF GRADE ELEVATION

TOF EL = TOP OF FLOOR ELEVATION

NOTE: ELEVATIONS INDICATED ON DRAWINGS ARE APPROXIMATE (±4").

VERIFY ELEVATIONS THAT ARE CRITICAL TO FABRICATION AND

INSTALLATION.

A

A.1

B

C

E

1 2 3 4 5 6 7 8 9 10 11 125.1 5.2 5.82.5

TYP

BUILDING 1

TOP EL 26' - 0"

TOP EL 26' - 0"

TOP EL 31' - 4"

TOP EL 32' - 2"

TOR EL VARIES 31' - 4" MAX

TOR EL VARIES 17' - 0" MAX

TOR EL VARIES 17' - 0" MAX

TOR EL VARIES 24' - 4" MAX

TOR EL 17' - 4"

TOR EL VARIES 66' - 8" MAX

TOR EL 77' - 10"

TOR EL VARIES 50' - 0" MAX

TOP EL 18' - 0"

TOP EL 52' - 6"

TOP EL 52' - 0"

TOP EL 52' - 6"

TOP EL 68' - 6"

TOP EL 78' - 0"

TOP EL 53' - 6"

TOP EL 53' - 6"

TOP EL 19' - 10"

TOP EL 19' - 10"

TOP EL 52' - 6"

TOP EL 53' - 6"

TOP EL 52' - 6"

TOP EL 52' - 6"

TOP EL 52' - 6"

TOP EL 53' - 6"

TOP EL 53' - 2"

TOP EL 52' - 6"

TOP EL 52' - 6"

TOP EL 26' - 0"

TOP EL 26' - 4"

TOP EL 26' - 4"

TOP EL 52' - 6"

6-01-S

6-04-S6-03-S

6-02-S

6B-01-S

TOR EL VARIES 50' - 0" MAX

7P-01-S

7T-01-S

7P-02-S

6P-04-S

6P-01-S 6P-02-S 6P-03-S

6P-06-S

6P-05-S

7-01-S 7-02-S

TYP

TYP

TYP

7C-01-S

TOR EL VARIES 15' - 6" MAX

EQ EQ

10' - 0"

E Q

E Q

16' - 0"

/2

21' - 0" 41' - 0" ± 24' - 0"

EQ EQ

E Q

E Q

E Q

E Q

EQ EQ

0"

46' - 3" 46' - 3"17' - 10" 20' - 4"

12' - 6"

12' - 6"

17' - 10" 46' - 3" 46' - 9" 19' - 10"

16' - 6"

16' - 6"

5'

6'

6'

6'

FALL PROTECTION LEGEND

FALL PROTECTION ANCHOR

STANCHION, TYP

LIFELINE CABLE SYSTEM, TYP

GUARDRAIL/ FENCE, TYP

MECHANICAL EQUIPMENT, TYP

MECHANICAL PIPES, TYP

ROOFING WALKWAY, TYP

DAVIT PEDESTAL, TYP

EXISTING NEW

EQUIPMENT SCREEN, TYP

EQUIPMENT / EQUIPMENT PADS, TYP

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 3.

_A

R C

H _R

_a w al de n3

Q P

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.r vt

3/

/2

4:

:5

P

M

AE109

FALL PROTECTION PLAN -

BUILDING 6 & 7

INSTALL CAMPUS FALL

PROTECTION

6900 N PECOS ROAD, NORTH LAS VEGAS, NV 89086

593-23-308

6 & 7

MJ AW

100% CONSTRUCTION

DOCUMENTS

VEG 23.26

1. FALL PROTECTION ANCHOR STANCHION, TYP

2. EXISTING ROOF DRAINS, TYP

3. EXISTING TUBULAR SKYLIGHTS

4. EXISTING ROOF ACCESS HATCH

5. EXISTING LADDER, PROTECT FROM DAMAGE DURING CONSTRUCTION

6. EXISTING VENT PIPE

1/16" = 1'-0"

BUILDING 6 & 7 ROOF PLAN

F2

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 03/28/2024

405872

M

FALL PROTECTION ANCHOR

1/2" STEEL PLATE

EXISTING ROOF BEAMNOTES: ANCHORS ARE DESIGNED TO RESIST WITHOUT

FRACTURE AND/OR PULL-OUT A FORCE OF 5400 LBS APPLIED IN

THE MOST ADVERSE DIRECTION.

REPAIR EXISTING ROOFING PER

DETAIL F6 / AE531

1/2" DIA (MIN) THREADED ROD W/

NUTS & WASHERS, T&B, TYP

(8) MIN PER ANCHOR (7" APART)

EXISTING ROOF INSULATION AND

MEMBRANE…