C27 - PDF dwgs_Part3.pdf

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Jf-<t--t--+------(E) INTERIOR WALL FINISH

0/FURRING CHANNELS

,,<f--+-----(E) MTL STUD WALL FRMG f------(E) EXT GFRC WALL FINISH mf-- - - - -�" GYP BD

20 GA. '"Z FURRING OR DBL

ANGLES TO FLUSH OUT (N) GYP BD

�II PLYWOOD BACKING

2"X2'X 16 GA CLOSURE ANGLE

f-7 -c4---;r 7'--7,"�

"F=:::=:�--'J' MOLD@ GYP BD

SEALANT

f-- - - --(E} CONG FON WALL

CONC SLAB 0/ AGGR BASE

FIBER EJ

FLOOR SLAB TO EXISITNG 3/4" = 1 '-0''

ALIGN---,

6"

SLAB □TL 0 1'-4"

1-- - - - -- HOLLOW METAL DOOR

REF ER TO SCHEDULE

�----- SILL SET IN MASTIC

�---- SEALANT OVER 1/'Z'

EXPANSION JOINT

FILLER

'I-�- EXTERIOR CONG.

STOOP

4�-#4 DOWEL TO SIDEWALK

@2411 0/c

HOLLOW METAL DOOR SILL 11/2" - 1'-0"

LINE@ CONG. STEM

WALL

INT. GYP. BD.

�' P LYWOOD

BAC�G

7"

¾• EJ TYP

1"0VERLAP

NOTE: CONC PEDESTAL

FON BASE DOESN'T

ALIGN WITH GFRC WRAP

@ STRUCT COL - THEREFOR

ALLOW'G FOR 1" OVERLAP

FOR FINISH TO FLUSHOLJT

DETAIL

NEW WALL TO (E) COLUMN

EIFS DETAIL

0 8'

SEALANT & BACKER ROD

SEE 16/AE 103

(E) GRFC WRAP @

STRUCT COL.

1 1/2'- 1'-0"

0 8' 17

-�1 _s s_u_ED_ F_ O_R _35_%_ R_�_1E_w ____________ --l- 01 _ro_61 _20 _20

_�1CONSULTANTISSUED FOR 65% REVIEW 02/27/2020

ISSUED FOR 90% CONSTRUCTION DOCUMENTATION 0313012020

□ ISSUED FOR CONSTRUCTION 0413012020

.��\ \ ,----- ",1

EPS INSULATION BOARD

MANUF. REINFORCING MESH

EMBEDDED IN BASE COAT

MANUF. DETAIL MESH - WRAPPED

TO BACKSIDE OF EPS 2' MIN,

BASE COAT

MANUF. AJRNvATER-RESISTIVE

BARRIER COATING

EFIS COLOR PRIME ON SURFACES

TO RECEIVE SEALANT

MANUF. ADHESIVE IN VERT. NOTCH'D

TROWEL APPLIED TO BACK OF EPS

EFIS FINISH - MATCH (E) BLDG

COMPATIBLE SEALANT WITH

CLOSED CEUL BACKER ROD

EXPANSION JOINT - lYP. NTS

16 EFIS DETAIL 0 12'

-- S• GYPSUM BOARD

-- METAL STUD FRAMING

ADHESIVE IN VERTICAL

NOTCHED TROWEL

CONFIGURATION APPLIED

TO BACK OF EPS

-:C.-.cc__c+-- INSULATION BOARD

--.--------1- - i" GYPSUM SHEATHING

-tce----�-----1-- AIR/WATER- RESISTIVE

BARRIER COATING

-t----c--'Tt-- BASE COAT

-i-----~- - 'PANZER' REINFORCING MESH

-+-����---- BASE COAT

-t-�=----- - REINFORCING MESH

EMBEDDED IN EIFS BASE COAT

+�����- - BASE COAT

,---"�+-- FINISH TO MATCH

EXISTING

HIGH IMPACT

EFIS WALL ASSEMBLY NTS

T.O. CONC CURB

EFIS DETAIL 0 12''

DR FRM = STEM WALL

le--- - - - --HOLLOW METAL DOOR

REFER TO SCHEDULE

�----- SILL SET IN MASTIC

�---- SEALANT OVER 1/2"

EXPANSION JOINT

FILLER

A.G. PAVING

MATCH (E)

PAVEMENT &

BASE

HOLLOW METAL DOOR SILL 1 1/2"- 1'-0"

a" rooLE□

RADIUS

AC. PAVING

MATCH (E)

PAVEMENT&

BASE

THRESHOLD 0 811

ELEC EQUIP. - SEE ELEC DWGS.

c---------ELEC. EQUIP.

6"

L_--1L _______ _

8"

ANCHOR BOLT - PER ELEC EQUIP

#4 DOWELS@ 24" 0.C. AROUND

PERIMETER OF PAD

211 AGGR. BASE

#4 BAR CONT.

EXT. CONCRETE EQUIPM'T PAD 1 1/2"- 1'-0"

13 CONG PAD 0 811

STAMP

CUT AND BEND TRACK WEB UP

TO FORM 2" RETURN. ATTACH

RETURN TO JAMB STUD W/2-

#10 SMS - TYP. DO SAME

(BEND DOWN STUD WEB) IF

STUD IS BELOW TRACK

362S125-54

CRIPPLE STUDS

@12"0.C.

362T125 -54

HEADER TRACK

AT DOOR JAMBS - PROVIDE

16 GAUGE STUDS - lYP.

A362S162-54

DBL MTL STUD JAMB

METAL STUD HEAD 1" = 1'-0"

12 METAL STUD FRMG 0 12'

BIRD/INSECT SCREEN

'J' MOLD & SEALANT

24 GA GI CLOSER FLASH'G

_3_ .. �I 2·

LOUVER WIDTH

R.O.

METAL LOUVER FIN

METAL LOUVER FRAME

WALL LOUVER JAMB 1 1/2" - 1 '-0"

LOUVER DETAIL 0 8''

BIRD/INSECT SCREEN

MANF STD. MULLION CONNECTION

METHOD

SECTION WIDTH SECTION WIDTH

MANF METAL STD. MUULION

WALL LOUVER MULLION 1 1/2'- 1'-0"

ANCHOR BOLT - PER

ELEC. EQUIP.

1" R TOOLED

EDGE

SE ELEC DWGS

1'-0" MIN.

LOUVER DETAIL 0 811

CONC. HOUSE KEEPING PAD

FOR ELEC. EQUIP.

#4 DOWELS@ 24" O.C. AROUND

PERIMETER OF PAD & NOT

LESS THEN ONE@ EA CORNER

OF PAD

#4 BARS@ 12" O.C. EA. WAY

CONC. SLAB W/ #3 BARS@ 18"

o.c.

2" AGGR. BASE

CONCRETE EQUIPMENT PAD 1 1/2' - 1'-0''

CONC PAD 0 811

Drawing Title

FILL DECK

FLUTES W/SAFING

EXISUNG FRMG/ /

(E) FLO ASSEMBLY

CbNCU/ ET DECK

INSUL *

4Q0T200• 4 DEFLECTION TRACK

W/2-#10 CREWS TO TRACK

36�250/ 4 UNPUNCHED TRACK

·W/27#10 CREWS TO STUD, TYP.SEALANT

SCRIBE GYP BO

TO (E) MTL DECK

CUT, REMOVE &

ADJUST (E) FRMG

DUE TO NEW

CONST.

(E) FRAMING

BACKER ROD & SEALANT

--1111,+--------�• PLYWOOD@ INT. WALL

tl--------362S162-54 METAL STUDS @12"0 C.

--1114--------�• GYP BOARD

llii!f�- - - - --1 �II (MIN.) EIFS O/i" EXTERIOR

GYP. SHEATHING - SEE 15/AE 103

WALL CONNECTION DETAIL 3/4" = 1'-0"

8 PARAU.EL CONDITION 0 1'-4"

,--��+---tt+-- --(E) SOFFIT FRM'G - FIELD VERIFICATION

REQ'D

--11<+-- - --WALL FRM'G TO STEEL DECK

ABV - SEE 4/AE 103

ltt- - - -�• PLYWOOD

-z:

lcJ----J1J-- - --BACKER ROD & SEALANT

24 GA GI CLOSER FLASH'G

_3•_· �I 2·

'l,-'1;-- - ----Jji",J"==...l:!V

LOUVER FRAME

I

BIRD�NSECT SCREEN

ci

I

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0:

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iii

0 I 0: 0:

J

" /•, i

I

METAL LOUVER BLADE

J 6"

WALL LOUVER HEAD 1 1/211 - 1'--0"

6"

LOUVER DETAIL 0 8"

BIRD/INSECT SCREEN

FIXED MOUNT'G MANF. STD.

24 GA. GI FLASHING

LOUVER FRAME

SEALANT W/ BACKER ROD

WALL LOUVER BASE 1 1/211 - 1'--0"

6 LOUVER DETAIL 0 811

EFIS EXTERIOR FINISH - MATCH

EXISl'G

CLIP EFIS EDGE IF FINISH EXCEEDS

FACE OF DOOR FRAME - TYP,

HOLLOW METAL DOOR FRAME

DR ANCHOR APPROPRIATE TO FRMG

CONDITION

�DOOR

DBL'D 16 GA. STUDS @ DOOR

OPENING SEE 12/AE 103

i" PLYWOOD@ INT. WALLS

I" GYP. BOAJRD

DOORJAMB 1 1/2" - 1'-011

DOOR DTL

Phase

0 8'' 5

ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

ARCHITECTURAL DETAILS CONSTRUCTION

DOCUMENT

A/E:

Pierce/Cooley Architects, Inc.

11871 Gonsalves St.

Cerritos, CA 90703

T. 949-399-0878 ", F. 949-399-0889 !k"'·· , IA U.S. Department

Approved: Project Director

FULLY SPRINKLERED

Fl�E FING

IN L.

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////// ?_/#10 TEKpCREWS@ EA Ej)/6

/ OFGA STRAP//

/ / 7" "/ /

(E) FLOOR ASSEMBLY

16 GA. X 12" CLOSURE @

2411 O.C.

400T200-54 DEFLECllON TRACK

W/2-#1 0 SCREWS TO TRACK

362T250-54 UNPUNCHED TRACK

W/2-#10 SCREWS TO STUD, TYP.

-1111-----362S162-54 METAL STUDS@ 12" O.C.

>------ �I GYP BOARD

1111------i' PLYWOOD

==-=c==='"==77F':

el!---1it-----BACKER ROD & SEALANT

CUT, REMOVE

& ADJUST (E) EIFS

SUPPORT FRMG

& SEAL ANY EXPOSED

EDGES

lililf--+llf-----1 �11 (MIN.) EIFS O/j" EXTERIOR GYP.

SHEATHING - SEE 15/AE 103

WALL CONNECTION DETAIL 3/4' � 1'--0"

MATCH OUT

TO (E) BLDG

AC PAVING

MATCH EXIST'G

THICKNESS

BASE

PAVING

MATCH

EXIST'G

THICKNESS

BACKER ROD

&SEALANT

@EJ

Project Tille

PERPENDICULAR CONDITION 0 1'-4'

+-la+-- - - - - --1 �II EIFS - SEE 16/AE 103

F,,111---1111--------�, GYP. BOARD SHEATHING

--H!t-- - - - - --362S162-54 METAL STUDS

@12"0.C.

f---------�, INTERIOR GYP. BOARD

IIH--------�, PLYWOOD

0� 7"

HILTI X-U x 1' MIN. EMBEDMENT, @ 32" O.C. (ESR 2269)

BASE TRACK

'J' MOLD & SEALANT

CONC. FON. STEM WAUL

i'' FIBER EXPANSION JT.

5" CONCRETE SLAB W/ #3

BARS@ 18" 0.C.

2" AGGR. BASE

��HPY+L-M--#4 BARS VERT@24" O.C.

l--l---jf;-¢'9ii,,-+- -- #4 BARS

WALL BASE

WALL DETAIL

3/411 = 1 '--0"

0 1'-4'

19 GA �ETAySTUJJS �16"0.c. // // / / /

• LOCATE/4D )<EM9VE EJ<!ST'G WAL

EXTERl()R

FFINISfj AND)NSTf-LL

· 4" y;(DE)(2 GAUGE BLOQ�G . 24" O,c'. F9R NE)VSTU0 W /'FASrENING / //

/ / / A'"--c_c...---c I._¼-:._ / / . ./ .· /

/MATCH 1:X1sre Bu ING 12

_ __ ..;e _ __ .t:: _ __ WAL-L-f'.'HMG: _ __ - -- -- -- -- - -- - - -- -

20 GA. METAL FURRING

@ 16" o.c i" PLYWOOD BACK'G @ INT. WALL

(N) INTERIOR GYP BD - ALIGN

WITH FACE OF {E) FON WALL

�t-ilt---------EIFS WITI-1 FINISH TO MATCH EXIST'G

SEE 16/AE 103

[:;,c;j,, f---Jll---------w• EXT. GYP. SHEATH'G J;;<�<I f-ill--------20 GAUGE MTL STUDS@ 16" o.c.

_ _E1il,L_Jll::=-- - - - - -i" INTERIOR GYP. BD.

• --+--------NEW WALL CONSTRUCTION

WALL INTERSECTION

EXT TO NEW

3/4" � 1'-0"

0 1'-4" 2

EXIST'G SUSPENSION WIRE

FOR SOFFIT CEILING - FIELD

VERIFY (E) SYSTEM

SEALANT W/BACKER ROD

362S125-54 CRIPPLE STUDS@ 12 O.C.

362T125-54 HEADER TRACK -

CLIP & FOLD TRACK@ DOOR JAMB

& FASTEN W/2-#10 SCREWS - BOTH

SIDES

20 GAUGE GI DRIP

HOLLOW METAL DOOR FRAME

DOOR HEAD

DOOR DTL

1 1/2" - 1'-0'

0 811

Project Number

Design for Building 12 Electrical Upgrades

654-19-907

Building Number

Location 975 Kirman Ave., Reno, NV 89502

Issue Date April 30, 2020

Checked

LLC

Drawn Staff

Building 12

Drawing Number

AE 103

� Revisions: Date: Leslie Lewis Cooley, AIA

V ft of Veterans Affairs

"L ____________ :::=========================:::'.:====::'.!=========================::!.!======�==================::!.!===========��-=-=-=-�=-�==:::..:===-�=========================�==================�========�====�!::====::!.!=========:!J u:

VA FORM 08 - 6231

1 2 3 4 5 6 7 8 9 10

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LCooley Text Box Exp 12/31/20

MECHANICAL GENERAL NOTES

1. CODES USED IN THIS DESIGN: 2018 IBC, 2018 UMC, 2018 UPC, 2018 IECC, 2018 IFGC.

2. EXISTING EQUIPMENT, DUCTWORK AND PIPING LOCATIONS INDICATED IN THESE PLANS

ARE SHOWN FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL

VERIFY TYPE, LOCATION AND SIZES TO ENSURE THEIR BID IS CORRECT TO MEET THE

INTENT OF THE WORK SHOWN ON THESE PLANS. ANY DISCREPANCY THAT WILL AFFECT

THE CONTRACTOR'S SCOPE OF WORK AND BID SHALL BE BROUGHT TO THE ENGINEER'S

ATTENTION FOR RESOLUTION. EXTRAS WILL NOT BE ALLOWED FOR FAILING TO

COMPLETE THE PRE-BID INVESTIGATION.

3. ALL EQUIPMENT, DUCTWORK AND PIPING SHALL BE INSTALLED TO MEET THE ADOPTED

BUILDING AND STRUCTURAL CODE REQUIREMENTS FOR SEISMIC RESTRAINT, INCLUDING

THE APPLICABLE PROVISIONS FOR THE AMERICAN SOCIETY OF CIVIL ENGINEERS

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (STANDARD 7-05).

ALL EQUIPMENT, DUCTWORK AND PIPING SHALL BE INSTALLED TO PROVIDE A

VIBRATION-FREE INSTALLATION.

4. DUE TO THE SCALE OF THE DRAWINGS, NOT ALL OFFSETS, ELEVATIONS AND CHANGES IN

DIRECTION ARE SHOWN FOR CLARITY PURPOSES. THEREFORE, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY THE REQUIRED ROUTING, CHANGES IN DIRECTION, HANGER

LOCATIONS AND EQUIPMENT LOCATIONS. THE CONTRACTOR SHALL COORDINATE WITH

ALL OTHER TRADES PRIOR TO COMMENCING WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, SAW-CUTTING, CORING,

PATCHING AND SEALING OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF THE

EQUIPMENT, DUCTWORK AND PIPING INDICATED WITHIN THESE DRAWINGS. CUTTING,

NOTCHING AND BORING OF HOLES SHALL BE IN ACCORDANCE WITH THE LATEST

ADOPTED BUILDING AND STRUCTURAL CODES. ANY ROOF MOUNTED EQUIPMENT AND

PENETRATIONS SHALL BE VERIFIED WITH THE STRUCTURAL ENGINEER PRIOR TO

COMMENCING WORK.

6. THE CONTRACTOR SHALL NOT INSTALL ANY DUCTWORK OR PIPING WHICH OBSTRUCTS

THE REQUIRED SERVICE CLEARANCES OF ANY EQUIPMENT. THE CONTRACTOR SHALL

NOT ROUTE ANY DUCTWORK OR PIPING ABOVE ANY ELECTRICAL EQUIPMENT,

SWITCHGEAR, DISTRIBUTION PANELS, MOTOR CONTROL CENTERS, ETC PER THE

REQUIREMENTS OF THE ADOPTED ELECTRICAL CODE.

7. ACCESS DOORS ARE REQUIRED FOR ALL DAMPERS INSTALLED ABOVE INACCESSIBLE

LOCATIONS. COORDINATE SIZE, LOCATION AND COLOR WITH OWNER/GENERAL

CONTRACTOR PRIOR TO INSTALLATION.

8. MOUNT ALL THERMOSTATS AT 48” ABOVE FINISH FLOOR IN ACCORDANCE WITH ADA

STANDARDS. MOUNT ALL NON-ADJUSTABLE SENSORS AT 60” ABOVE FINISH FLOOR

UNLESS NOTED OTHERWISE.

9. DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. SHEET METAL SIZES ARE LARGER

THAN SHOWN WHEN INSTALLED WITH DUCT LINER.

10. COORDINATE THE FRAME, BORDER TYPE, COLOR AND QUANTITIES OF ALL AIR DEVICES

WITH THE ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ORDERING.

11. PROPER CLEARANCES SHALL BE MAINTAINED FROM FRESH AIR INTAKES OR OPENINGS

TO THE BUILDING FROM ANY SOURCE OF EXHAUST AS REQUIRED BY ASHRAE STANDARD

62.1.

12. THE DETAILS SHOWN WITHIN THESE PLANS ARE DIAGRAMMATICAL AND MAY NOT

SHOW EVERY COMPONENT REQUIRED FOR INSTALLATION. THE CONTRACTOR SHALL

DETERMINE THE CORRECT MEANS AND METHODS OF INSTALLATION FOR THEIR WORK.

MECHANICAL ABBREVIATIONS

ABBV DESCRIPTION

AFF ABOVE FINISH FLOOR

ABBV DESCRIPTION

AFG ABOVE FINISH GRADE

BHP BRAKE HORSEPOWER

CFH CUBIC FEET PER HOUR

COP COEFFICIENT OF PERFORMANCE

DN DOWN

EAT ENTERING AIR TEMPERATURE

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HP HORSEPOWER

ABBV DESCRIPTION

LAT LEAVING AIR TEMPERATURE

LWT

MBH

OFCI

RPM

TYP

VFD

WB

LEAVING WATER TEMPERATURE

WET BULB TEMPERATURE

VARIABLE FREQUENCY DRIVE

TYPICAL

REVOLUTIONS PER MINUTE

OWNER FURNISHED, CONTRACTOR INSTALLED

1,000 BRITISH THERMAL UNITS PER HOUR

DIFFERENTIAL PRESSURE

TOTAL STATIC PRESSURE

TEST AND BALANCE WORK AND REPORT

STAINLESS STEEL

STATIC PRESSURE

SQUARE FEET

SEASONAL ENERGY EFFICIENCY RATIO

SMOKE DAMPER

STATIC PRESSURE (INCHES OF)

NOISE CRITERIA WITH VALUE

NORMALLY CLOSEDENERGY EFFICIENCY RATIO

DIRECT EXPANSION

WATER COLUMN (GAUGE)

UNIFORM PLUMBING CODE

UNLESS OTHERWISE NOTED

UNIFORM MECHANICAL CODE

UNIFORM BUILDING CODE

BTUH BRITISH THERMAL UNITS PER HOUR

DIRECT DIGITAL CONTROL

TAB

TSP

UBC

UMC

UON

UPC

WC

NEBB

"SP

SD

SEER

SF

SP

SSDDC

DP

DX

EER NC

NC-##

BOD BOTTOM OF DUCT

AABC AMERICAN AIR BALANCE COUNCIL

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERA-

TION, AND AIR CONDITIONING ENGINEERS

DB DRY BULB TEMPERATURE

DECIBELS, A-WEIGHTED MEASUREMENTdBA

DIAMETERDIA

FEET PER MINUTE

FULL LOAD AMPERES

FAHRENHEIT°F

FLA

FPM

FOOT or FEET

FIRE/SMOKE DAMPERFSD

FT

INTERNATIONAL PLUMBING CODE

INTERNATIONAL MECHANICAL CODE

INTERNATIONAL BUILDING CODE

HERTZ

HEATING SEASONAL PERFORMANCE FACTOR

IBC

IMC

IPC

HSPF

Hz

POUNDS PER SQUARE INCH GAUGE

POUNDS PER SQUARE INCH

PRESSURE REDUCING VALVE

PSIG

PRV

PSI

REMOTE VOLUME DAMPER

REFRIGERANT LIQUID/SUCTION

RELATIVE HUMIDITY

RVD

RH

RL/S

PARTS PER MILLION PPM

KILOWATTKW

POUNDSLBS

LOCKED ROTOR AMPERESLRA

MINIMUM

MINIMUM EFFICIENCY REPORTING VALUE

MINIMUM CIRCUIT AMPACITY

MIN

MCA

MERV

MAXIMUMMAX

NOT APPLICABLE

MANUAL VOLUME DAMPER

MAXIMUM OVERCURRENT PROTECTION

N/A

MOCP

MVD

NATIONAL ELECTRIC CODENEC

PRESSURE DROPPD

OUTSIDE AIR TEMPERATURE

NORMALLY OPEN

NOT IN CONTRACT

OAT

NIC

NO

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

OPPOSED BLADE DAMPEROBD

NATIONAL ENVIRONMENTAL BALANCING

BUREAU

TO ABOVETA

TO BELOWTB

FROM BELOW

FROM ABOVEFA

FB

Cv VALVE FLOW COEFFICIENT

RELOCATED(R)

(A) ABANDONED

(D) DEMOLISHED

EXISTING(E)

MECHANICAL GENERAL SYMBOL LEGEND

ABBVSYMBOL DESCRIPTION

ENLARGED PLAN DESIGNATION

ABBVSYMBOL DESCRIPTION

PLAN SHEET

SECTION DESIGNATION

SECTION SHEET

EXISTING ITEMS TO REMAIN

EXISTING ITEMS TO BE DEMOLISHED

POINT OF CONNECTION

POINT OF DISCONNECT

SHEET NOTE

REVISION NUMBER

EQUIPMENT TAG

(E)

(D)

POC

POD

REV

EQ

NEW ITEMS(N) ACCESS PANEL (CEILING & WALL)AP

A M2.1

A M5.1

RTU

LOUVER

SCALE: NONE

3 INTAKE LOUVER

M001

CAULK OPENING FOR

WEATHER SEAL

EXTERIOR

WALL

ANGLE IRON ON ALL SIDES

NOTE:

1. ANY SECTION OF UNUSED LOUVER IS TO BE BLANKED OFF WITH 2" RIGID BOARD INSULATION.

2. DUCT TRANSITIONS TO COMPLY WITH DUCT TRANSITION DETAIL.

SHEET METAL

SCREWS (TYP.)

EXHAUST FAN SCHEDULE

LOCATIONTAG MANUFACTURER

MODEL AIRFLOW

(CFM)

NOTES:

A. UNIT PERFORMANCE BASED ON AN ELEVATION 4,500 FEET ABOVE SEA LEVEL.

B. FANS ARE TO BE LISTED UNDER UL705, STANDARD FOR POWER VENTILATORS.

ACCESSORIES:

1. LINE VOLT THERMOSTAT.

2. NEMA-1 DISCONNECT SWITCH PRE-WIRED.

3. COOK MODEL GSH-39 GRAVITY SHUTTER.

4. COOK MODEL 45D WEATHER HOOD.

5. WIRE GUARD ON MOTOR SIDE.

6. WALL COLLAR.

FAN DATA

ESP

(IN WC)

ELECTRICAL DATA

VOLTS PHASE AMPS

WEIGHT

(LBS) ACCESSORIES

EF-1 COOK

30EW624D08

ELECTRICAL

ROOM 6,000 0.3 208 3 - 380 1, 2, 3, 4, 5, 6

SERVICE

EXHAUST

TYPE

PROP

WHEEL SPEED

(RPM)

HP

(W)

DRIVE TYPE

DIRECT

SONES

(dBA)

(70)

LOUVER SCHEDULE

TAG MANUFACTURER

MODEL

NOTES:

A. UNIT PERFORMANCE BASED ON AN ELEVATION OF 4,500 FEET ABOVE SEA LEVEL.

ACCESSORIES:

1. BIRD SCREEN.

2. FILTER RACK WITH (9) 24"X24"X1" AND (3) 24"X12"X1" FILTERS.

ACCESSORIESW

OP.

WEIGHT

(LBS)H

SIZE (IN) DEPTH

(IN)

FRAME

TYPE SERVICE AIRFLOW

(CFM)

FREE AREA

(SQ.FT.)

VELOCITY

(FPM)

SP DROP

(IN W.G.)MATERIAL

L-1 NAILOR

1606J 1, 272 -84 6 CHANNEL INTAKE 6,000 23.50 255 0.03ALUMINUM

SCALE: NONE

1 EXHAUST FAN INTERLOCK DIAGRAM

M001

T 120V

LINE VOLTAGE THERMOSTAT

120V

0V

DESCRIPTION OF OPERATION:

LINE VOLTAGE THERMOSTAT SET TO COOLING SET POINT OF 80°F (ADJ.). UPON

CALL FOR COOLING, LINE VOLTAGE THERMOSTAT TO CLOSE CONTACT

SENDING 120V TO EXHAUST FAN. FAN TO RUN UNTIL TEMPERATURE SET

POINT IS MET.

HVAC SYMBOL LEGEND

ABBVSYMBOL DESCRIPTION ABBVSYMBOL DESCRIPTION

SUPPLY AIR DUCT UP / DOWN

RETURN AIR DUCT UP / DOWN

OUTSIDE AIR DUCT UP / DOWN

EXHAUST AIR DUCT UP / DOWN

RETURN GRILLE / REGISTER

EXHAUST GRILLE / REGISTER

SUPPLY DIFFUSER, 1-WAY BLOW

SUPPLY DIFFUSER, 2-WAY BLOW

SUPPLY DIFFUSER, 3-WAY BLOW

SUPPLY DIFFUSER, 4-WAY BLOW

SA

RA

OSA

EA

RET

EX

SUPPLY DIFFUSER, SIDEWALL

THERMOSTAT (PROGRAMMABLE)

SWD

T

DIGITAL SENSOR (MULTI-FUNCTION)

SENSOR (TEMPERATURE)

OCCUPANCY SENSOR

HUMIDISTAT

DS

S

OCC

HUM

CARBON DIOXIDE SENSOR

CARBON MONOXIDE SENSOR

CO2

CO

SUPPLY AIRFLOW

OUTSIDE AIRFLOW

RETURN AIRFLOW

EXHAUST AIRFLOW

SA

OSA

RA

EA

ROUND DUCTWORK SIZE (INCHES)

RECTANGULAR DUCTWORK SIZE (INCHES)

SQUARE TO ROUND TRANSITION

SINGLE LINE DUCTWORK (LINED)

DOUBLE LINE DUCTWORK

VARIABLE FREQUENCY DRIVEVFD

##"Ø

##"x##"

SINGLE LINE DUCTWORK

DOUBLE LINE DUCTWORK (LINED)

ROUND FLEXIBLE DUCTWORKFLEX

FIRE DAMPERFD

SD

FSD

MANUAL VOLUME DAMPER

REMOTE VOLUME DAMPER

TURNING VANE

OBD

PBD

BDD

MD

MVD

RVD

TV

SMOKE DAMPER

FIRE/SMOKE DAMPER

OPPOSED BLADE DAMPER

PARALLEL BLADE DAMPER

BACKDRAFT DAMPER

MOTORIZED DAMPER

SMOKE DETECTORSDT

UNDERCUT DOORUC

AIR FLOW SWITCHFSA

AIRFLOW STATIONAFS

T

S

D

O

H

CO2

CO

FD

V

R R

SD

FS

D

SD

U

REFRIGERANT LIQUID PIPINGRL

REFRIGERANT SUCTION PIPINGRS

EF

SCALE: NONE

4 WALL MOUNTED PROPELLER EXHAUST FAN WITH HOOD

M001

EXTERIOR

WALL

CAULK OPENING FOR

WEATHER SEAL

SHEET METAL SCREWS (TYP.)

1/4" BIRDSCREEN OR INSECT

SCREEN AS SCHEDULED

1" FILTER. REFER TO SCHEDULE

FOR QUANTITIES AND SIZING

FILTER RACK ASSEMBLY

SHEET METAL CAN FOR

FILTER RACK ATTACHMENT

DIRECT DRIVE FAN

FAN INLET GUARD

WITH WIRE MESH

UNISTRUT AND ALL THREAD ROD TO UNISTRUT

ABOVE. CONTRACTOR TO PROVIDE OTHER

SUPPORT METHOD DETAILS IF APPLICABLE.

45 DEGREE WEATHERHOOD

BACKDRAFT DAMPER

ANGLE IRON ON ALL SIDES

FIRE SPRINKLER NOTES

1. PLANS INDICATE GUIDELINES FOR FIRE SPRINKLERS. LICENSED CONTRACTOR IS TO

PROVIDE ALL PERMIT FEE, DESIGN, MATERIALS, FABRICATION AND INSTALLATION FOR A

COMPLETE AND OPERABLE FIRE SPRINKLER SYSTEM.

2. FIRE SPRINKLER SYSTEM IS TO BE HYDRAULICALLY DESIGNED WITH LATEST WATER

SUPPLY INFORMATION, SPRINKLER HEAD SPACING AND DENSITIES REQUIRED. FIRE

SPRINKLER SYSTEM PRESSURE IS TO BE A MINIMUM OF 10 PSI BELOW THE SYSTEM

DEMAND AVAILABLE PRESSURE.

3. THE FIRE SPRINKLER SYSTEM IS TO MEET ALL REQUIREMENTS OF THE NATIONAL FIRE

PROTECTION ASSOCIATION (NFPA) STANDARDS 13 AND 24, 2017 NATIONAL ELECTRICAL

CODE (NEC), 2018 INTERNATIONAL BUILDING CODE (IBC), 2018 INTERNATIONAL

EXISTING BUILDING CODE (IEBC), AND APPLICABLE LOCAL STANDARDS INDICATED BY

THE LOCAL WATER DEPARTMENT OR STATE FIRE MARSHAL.

4. ALL SPRINKLER HEADS, PIPING, PIPE HANGERS AND SUPPORTS SHALL COMPLY WITH THE

LATEST EDITION OF NFPA 13 AND 24.

5. ADDITIONAL FIRE SPRINKLER HEADS, PIPING, PIPE HANGERS OR ASSOCIATED

EQUIPMENT SHALL COMPLY WITH NFPA 13 AND 24.

6. CONTRACTOR IS TO REVIEW ALL DESIGN AND CONSTRUCTION DOCUMENTS APPLICABLE

TO THE PROJECT SCOPE OF WORK AND DESIGN THEIR FIRE SPRINKLER SYSTEM AROUND

THE DISCIPLINES. CONTRACTOR VERIFIES THEY HAVE REVIEW ALL DISCIPLINES BY

SIGNING OFF ON THE SHOP DRAWINGS.

7. SPRINKLER HEAD LOCATIONS ARE TO BE COORDINATED WITH BUILDING OWNER PRIOR

TO SYSTEM COMPLETION.

8. CONTRACTOR IS TO VISIT SITE PRIOR TO BID TO OBSERVE ALL SITE CONDITIONS,

OBSTRUCTIONS, ETC.

9. CONTRACTOR IS TO SUBMIT COMPLETE SHOP DRAWINGS TO THE ENGINEER AND STATE

FIRE MARSHAL. SHOP DRAWINGS ARE TO INCLUDE COMPLETE DESIGN, CALCULATIONS,

EQUIPMENT CUT SHEETS AND OTHER APPLICABLE DESIGN INFORMATION. UPON

APPROVAL FROM STATE FIRE MARSHAL, CONTRACTOR IS TO FORWARD SHOP

DRAWINGS TO BUILDING OWNER FOR INSURANCE AND COORDINATION PURPOSES.

OWNER IS TO PROVIDE CONTRACTOR WITH APPROVAL TO PROCEED.

10. CONTRACTOR IS OBTAIN ALL APPROVALS INDICATED PRIOR TO INSTALLATION. IF IT IS

DETERMINED THAT THE CONTRACTOR INSTALLED FIRE SPRINKLER SYSTEM PRIOR TO

APPROVAL, SPRINKLER SYSTEM IS TO BE REVISED AS NECESSARY AS CONTRACTORS

COST.

11. FIRE SPRINKLER SYSTEM IS TO BE INSTALLED AND TESTED PRIOR TO INSTALLATION OF

CEILING SYSTEM. REMOVE, INSTALL CEILING AND REPLACE SPRINKLER HEADS AS

NECESSARY WITH ESCUTCHEONS AT EACH SPRINKLER HEAD.

12. UPON COMPLETION OF FIRE SPRINKLER SYSTEM INSTALL, CONTRACTOR IS TO FILL AND

TEST SYSTEM IN ACCORDANCE WITH NFPA 13, NFPA 24 AND OTHER APPLICABLE

TESTING REQUIREMENTS.

13. CONTRACTOR IS TO GUARANTEE THAT THE INSTALLED FIRE SPRINKLER SYSTEM IS A

COMPLETE AND OPERABLE SYSTEM THAT MEETS ALL APPLICABLE CODES AND

STANDARDS WHILE BEING FREE OF ANY DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM

DATE OF CERTIFICATION AND ACCEPTANCE OF THE WORK.

UNISTRUT AND ALL THREAD ROD TO STRUCTURE

ABOVE WITH BEAM CLAMP FOR ATTACHMENT TO

EXISTING STRUCTURE. CONTRACTOR TO PROVIDE

OTHER SUPPORT METHOD DETAILS IF APPLICABLE.

SCALE: NONE

2 SPACE TEMPERATURE SENSOR AND ALARM

M001

DESCRIPTION OF OPERATION:

ZONE TEMPERATURE SENSOR TO PROVIDE PROBE INPUT FOR DIGITAL

THERMOCOUPLE LIMIT CONTROLLER. UPON TEMPERATURE MEASUREMENT

GREATER THAN 85°F (ADJ.) THE LIMIT CONTROLLER SHALL SEND BINARY INPUT

ALARM SIGNAL TO EXISTING CONTROLS SYSTEM ALERTING OPERATOR OF HIGH

TEMPERATURE WITHIN SPACE.

BI - ZONE ALARM

S

AI - ZONE TEMPERATURE

ZONE TEMPERATURE

SENSOR

DIGITAL THERMOCOUPLE

LIMIT CONTROLLER

120V BY ELECTRICIAN

TX

24V

115 VAC, 24 VAC

TRANSFORMER

NEMA-1 ENCLOSURE

02/14/2020ISSUED FOR 65% REVIEW

03/30/2020ISSUED FOR 90% CONSTRUCTION DOCUMENTATION

04/30/2020ISSUED FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

CONSTRUCTION

DOCUMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Pierce/Cooley Architects, Inc.

11871 Gonsalves St.

Cerritos, CA 90703 T. 949-399-0878 F. 949-399-0889

MECHANICAL:

SGF ENGINEERING

9441 DOUBLE DIAMOND PKWY, SUITE 13

RENO, NV 89521

775.591.4123

SEAN G. FREY, P.E.

Design for Building 12 Electrical Upgrades

975 Kirman Ave., Reno, NV 89502

654-19-907

Building 12 Project Director

April 30, 2020Revisions: Date: Leslie Lewis Cooley, AIA MRSF M001

MECHANICAL ABBREV., SYMBOLS,

NOTES, SCHEDULES AND DETAILS

4/30/2020

(E) ELEC. CONDUIT

TO REMAIN

(E) LIGHTING

(E) DUCT HIGH

EX

IS

T'

G

TR

AN

SF

O R

M

ER

EX

IS

T' G

TR

AN

SF

O

R M

ER

EXIST'G

TRANSFORMER

L

(72"x84") (B.O.L. 8" A.F.F.)

T

EF-1

EF

(E) FIRE SPRINKLER

BRANCH PIPING

(E) FIRE SPRINKLER

BRANCH PIPING

7 7 7 7

7 7 7 7

8 8

8 8

(E) BEAM

(E) BEAM

NEW ELECTRICAL GEAR

LIGHT (TYP.)

NEW ELECTRICAL GEAR

S11

(E) FANS TO REMAIN

(E) FIRE SPRINKLER

BRANCH PIPING

(E) BEAM

(E) LIGHT (TYP.)

NEW ELECTRICAL GEAR

NEW ELECTRICAL GEAR

NEW ELECTRICAL GEAR

02/14/2020ISSUED FOR 65% REVIEW

03/30/2020ISSUED FOR 90% CONSTRUCTION DOCUMENTATION

04/30/2020ISSUED FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

CONSTRUCTION

DOCUMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Pierce/Cooley Architects, Inc.

11871 Gonsalves St.

Cerritos, CA 90703 T. 949-399-0878 F. 949-399-0889

MECHANICAL:

SGF ENGINEERING

9441 DOUBLE DIAMOND PKWY, SUITE 13

RENO, NV 89521

775.591.4123

SEAN G. FREY, P.E.

Design for Building 12 Electrical Upgrades

975 Kirman Ave., Reno, NV 89502

654-19-907

Building 12 Project Director

April 30, 2020Revisions: Date: Leslie Lewis Cooley, AIA MRSF M201

MECHANICAL FLOOR PLAN

MECHANICAL SHEET NOTES

1. THERMOSTAT, WIRING AND CONDUIT TO EQUIPMENT INDICATED.

2. FILTER RACK WITH (9) 24"X24"X1" AND (3) 24"X12"X1" FILTERS.

3. FAN WIRE GUARD LOCATED ON MOTOR SIDE FOR PROTECTION.

4. FAN WALL COLLAR WITH 43 1/2" X 43 1/2" WALL OPENING. LOCATE BOTTOM OF OPENING 72"

ABOVE FINISHED GRADE.

5. FAN WEATHER HOOD. CONTRACTOR TO VERIFY LOCATION WITH EXTERIOR TRANSFORMER SERVICE

CLEARANCE REQUIREMENTS.

6. EXISTING CEILING DEMOLISHED WITHIN NEW ROOM. ROOM TO BE EXPOSED TO METAL DECKING

ABOVE WITH UNKNOWN OBSTRUCTIONS WITHIN CEILING SPACE. CONTRACTOR TO VERIFY EXISTING

CEILING SPACE FOR OBSTRUCTIONS NOT SHOWN ON PLANS.

7. EXISTING FIRE SPRINKLER HEAD TO REMAIN.

8. EXISTING FIRE SPRINKLER HEAD TO BE REMOVED AND REPLACED WITH UPRIGHT SPRINKLER. LOCATE

UPRIGHT SPRINKLER HEAD A MAXIMUM OF 12" BELOW BOTTOM OF DECK PER 2019 NFPA SECTION

10.2.6.1.1.1. CONTRACTOR TO VERIFY PIPE AND HEAD LOCATION, ROUTING, AND OBSTRUCTION

RULES PER NFPA 13 PRIOR TO COMMENCING WORK.

9. CONNECT NEW SPRINKLER PIPING TO EXISTING PIPING AT LOCATION INDICATED.

10. NEW UPRIGHT SPRINKLER HEAD LOCATED A MAXIMUM OF 12" BELOW BOTTOM OF DECK PER 2019

NFPA SECTION 10.2.6.1.1.1. CONTRACTOR TO VERIFY PIPE AND HEAD LOCATION, ROUTING AND

OBSTRUCTION RULES PER NFPA 13 PRIOR TO COMMENCING WORK.

11. ZONE TEMPERATURE SENSOR AND ENCLOSURE LOCATED IN SPACE. WIRING BINARY INPUT BACK TO

CONTROL SYSTEM. REFER TO DETAIL 2/M001 FOR MORE INFORMATION.

4/30/2020

EXIST'G

SWITCHGEAR MSB-1 & MSB-2

EXIST'G

TRANSFORMER

12-TS2

EXIST'G

TRANSFORMER

12-TS1

EXIST'G

ATS

EXIST'G

MDH2 TO BE RELOCATED

NORTH WALL

(FUTURE ELEC ROOM)

2 3

(E) LIGHT FIXTURE

(E) PRIMARY FEEDERS IN

CONCRETE ENCASED DUCT BANK

(E) SECONDARY FEEDERS

(E) GROUND WELL

(E) GROUND WELL

(E) DRY TYPE XFMR &

DISCONNECT SWITCH

TO BE RELOCATED

(E) LIGHT FIXTURE

UP

(E) MV MANHOLE

1 FLOOR PLAN - EXISTING CONDITIONS

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

(E) 2000 KVA TRANSFORMER TO BE REPLACED WITH NEW AND INSTALLED AT SAME LOCATION.

(E) MSB-2 TO BE REPLACED WITH NEW AND INSTALLED IN NEW ELECTRICAL ROOM.

(E) MSB-1 TO BE REPLACED WITH NEW AND INSTALLED IN NEW ELECTRICAL ROOM.

(E) ATS TO BE REPLACED WITH NEW AND INSTALLED IN NEW ELECTRICAL ROOM.

(E) MDH2 TO BE PRESERVED DURING DEMO AND RELOCATED TO THE (N) SOUTH WALL NEXT

TO THE (E) TRANSFORMER AND (E) LOCAL DISCONNECT SWITCH.

RELOCATE ANY (E) RECEPTACLES, (E) CONDUITS, AND (E) MISC EQUIPMENT OR STORAGE TO

ALLOW FOR INSTALLATION OF (N) MSB-1, MSB-2, AND ATS.

(E) LIGHT LOCATED IN THE NEW ELECTRICAL ROOM TO BE REPLACED WITH (N) LIGHTING.

REPLACE SIX (6)(E) PANELBOARD COVERS/DOORS AND UPGRADE TO A (N) NEMA 3R RATED

COVER/DOOR. IN ORDER TO MINIMIZE WATER DAMAGE DUE TO WATER FROM SPRINKLERS

OR STEAM INFILTRATION WITH IN THIS ROOM. CONTRACTOR SHALL REPLACE EXISTING NEMA

1 JUNCTION BOXES WITH NEW NEMA 3R OR BETTER BOXES AND FLEX CONDUIT WITH NEW

SEAL-TIGHT FLEX CONDUIT. CONTRACTOR SHALL FIELD VERIFY QUANTITIES.

HNAGC: 277/480V, 42 SPACES, 20-1/8" X 38-1/8"

LNAGC: 120/208V, 3PH, 4WIRE, 225A, 42 SPACES, 20-1/8" X 35-1/8"

HECGB: 277/480V, 42 SPACES, 20-1/8" X 38-1/8"

LECGB: 120/208V, 3PH, 4WIRE, 225A, 42 SPACES, 20-1/8" X 35-1/8"

LEEGA: 120/208V, 3PH, 4WIRE, 125A, 42 SPACES, 20-1/8" X 35-1/8"

HEEGB: 277/480V, 42 SPACES, 20-1/8" X 44-1/8"

EXISTING EQUIPMENT SLATED FOR DEMOLITION SHALL REMAIN IN PLACE AND OPERATIONAL

UNTIL REDUNDANT NEW EQUIPMENT HAS BEEN INSTALLED AND PROVEN OPERATIONAL.

SHEET NOTES

2 ROOM J-1740 - REPLACE PANEL DOORS

SCALE: NONE

12/27/2019ISSUED FOR 35% REVIEW

02/21/2020ISSUED FOR 65% REVIEW

03/30/2020ISSUED FOR 90% CONSTRUCTION DOCUMENTATION

04/30/2020ISSUED FOR CONSTRUCTION

3 SHORT CIRCUIT CALC - 25KV

SCALE: NONE

4 SHORT CIRCUIT CALC - 480V

SCALE: NONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Pierce/Cooley Architects, Inc.

11871 Gonsalves St.

Cerritos, CA 90703 T. 949-399-0878 F. 949-399-0889

ELECTRICAL:

DINTER ENGINEERING, INC.

385 GENTRY WAY

RENO, NV 89502

775.826.4044

TIMOTHY A. PROCKISH, PE

Design for Building 12 Electrical Upgrades

975 Kirman Ave., Reno, NV 89502

654-19-907

Building 12 Project Director

APRIL 30, 2020 PKH KLK,GLRRevisions: Date: Leslie Lewis Cooley, AIA

DOCUMENT

04/28/2020

E301

ELECTRICAL EQUIPMENT PLAN

EXIST/DEMO & RM J-1740 PNL DOOR RPLCMENT

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

PROCKISH

AutoCAD SHX Text

TIMOTHY A.

AutoCAD SHX Text Exp. 12/31/19

AutoCAD SHX Text D

(E) PRIMARY CKT Q

(E) 12-TS1, 2000KVA

24940/14400 GND WYE

480V/277V GND WYE

PAD MOUNT TRANSFORMER

1200A

3Ø

3000A

3Ø

MAIN-1

(E) MAIN SWITCHBOARD 1 'MSB-1',

3000 AMPS, 480/277V, 3PH, 4 WIRE,

NEMA 1 ENCLOSURE.

(E) 2000 KVA TRANSFORMER TO BE REPLACED WITH NEW AND INSTALLED AT SAME

LOCATION.

INTERCEPT (E) PRIMARY FEEDERS AT EXISTING CABLE JUNCTION LOCATED IN (E)

MANHOLE, INSTALL (N) MV SW-1 & (N) MV SW-2 AND EXTEND NEW FEEDER TO (N) MV

SWITCHES AND (N) TRANSFORMERS

(E) MSB-2 TO BE REMOVED.

(E) MSB-1 TO BE REMOVED.

REROUTE AND EXTEND (E)FEEDER CONDUITS AS REQUIRED TO (N)MSB1 AND MSB2

AS SHOWN. REMOVE (E)CONDUCTORS AND REPLACE WITH (N)CONDUCTORS FROM

MSB TO LOAD WITHOUT SPLICES. PROVIDE PULLBOXES WHERE 360 DEGREE IN BENDS

IS EXCEEDED. SIZE (N)PULLBOXES AS REQUIRED FOR AVAILABLE SPACE, QUANTITY,

AND SIZE OF CONDUITS AND PER NEC 314.28. SEE 7/E302 FOR LOCATION OF LOADS.

(E) ATS TO BE REPLACED WITH (N) ATS. (N) ATS TO BE LOCATED IN NEW ELECTRICAL

ROOM.

REMOVE (E) CONCRETE OVER THE TOP ROW OF SPARE CONDUITS AT AREAS TO BE

INTERCEPTED AND EXTEND TO NEW PAD MOUNT MV SWITCHES. AFTER (E) SPARES

ARE EXTENDED TO NEW SWITCHES, REPLACE CONCRETE ENCASEMENT.

(E) GENERATOR START/STOP AND ATS COMMAND AND CONTROL TO (E) GENERATOR

CONTROL SYSTEM. EXTEND TO NEW ATS "ME" SEE DETAIL 3/E001.

ALL EXISTING LOAD ADD OR LOAD SHED PROGRAMMING AND ALL OTHER

COMMAND/CONTROL/MONITORING PROGRAMMING SHALL REMAIN UNCHANGED.

CONTRACTOR TO VERIFY ALL FEEDER SIZES AND TYPES IN THE FIELD PRIOR TO

COMMENCING WORK. NEW EXTENDED FEEDER CONDUCTORS SHALL MATCH

EXISTING SIZE, QUANTITY, AND TYPE.

ALL CONDUCTORS ARE COPPER UNLESS OTHERWISE NOTED.

(E)TRANSFORMERS 12-TS1 & 12-TS2 SHALL BE RECONNECTED TO CIRCUITS P&Q

THROUGH NEW MV SWITCHES AND WITH NEW CONDUCTORS WITH NEW LOAD BREAK

ELBOWS.

INTERCEPT EXISTING SPARE CONDUITS ROUTED TO THE (E) TRANSFORMERS

12-TS1&12-TS2. EXTEND CIRCUITS P&Q TO NEW MV SWITCHES AND CONNECT.

PROVIDE NEW 25KV CONDUCTORS FROM JUNCTION IN MANHOLE TO (N) SWITCHES

AND FROM (N) SWITCHES TO (E) TRANSFORMERS AND RECONNECT. CONTRACTOR

SHALL MAKE UP LOAD BREAK ELBOWS ON ONE END PRIOR TO PULLING CABLE IN

ORDER TO REDUCE OUTAGE DURATION.

SWITCHES SHALL BE EQUIPPED WITH 2-STAGE AUXILIARY SWITCH WITH DRY

CONTACTS FOR REMOTE CONFORMATION OF SWITCH POSITIONS. MONITORING OF

THESE CONTACTS IS N.I.C.

SHEET NOTES

(N) 12-TS1, 2000KVA

24940/14400 GND WYE

480V/277V GND WYE

PAD MOUNT TRANSFORMER

KK 3000A

3Ø

TIE

3000A

3Ø

MAIN-2

K

(E) MAIN SWITCHBOARD 2 'MSB-2',

3000 AMPS, 480/277V, 3PH, 4 WIRE,

NEMA 1 ENCLOSURE.

1200A

3Ø

600A

3Ø

800A

3Ø

800A

3Ø

600A

3Ø

1200A

3Ø

400A

3Ø

(E) ATS ME

1200A

3Ø

3000A

3Ø

MAIN-1

(N) MAIN SWITCHBOARD 1 'MSB-1',

3000 AMPS, 480/277V, 3PH, 4 WIRE,

65KAIC, NEMA 1 ENCLOSURE.

KK 3000A

3Ø

TIE

3000A

3Ø

MAIN-2

K

(N) MAIN SWITCHBOARD 2 'MSB-2',

3000 AMPS, 480/277V, 3PH, 4 WIRE,

65KAIC, NEMA 1 ENCLOSURE.

1200A

3Ø

600A

3Ø

800A

3Ø

800A

3Ø

600A

3Ø

1200A

3Ø

400A

3Ø

(N) ATS ME

(E) PRIMARY CKT P

(E) 12-TS2, 2000KVA

24940/14400 GND WYE

480V/277V GND WYE

PAD MOUNT TRANSFORMER

(N) 12-TS2, 2000KVA

24940/14400 GND WYE

480V/277V GND WYE

PAD MOUNT TRANSFORMER

1 1

3 4

TO

ATS

OIT-A

TO

ATS

C

TO

ATS

LS

TO

ATS

E

TO

GNHDP1

TO

GNHDP2

TO

ATS

OIT-B

6 6

M

PT

M

PT

N

G

N

G

TO

MDH1

AT PIPE SHOP

BLDG. #1

APPROX.

DISTANCE: 300LF

TO

PSG-1

LINE LEGEND

NEW

EXISTING/REMAIN

EXISTING/DEMO

12/27/2019ISSUED FOR 35% REVIEW

02/21/2020ISSUED FOR 65% REVIEW

03/30/2020ISSUED FOR 90% CONSTRUCTION DOCUMENTATION

04/30/2020ISSUED FOR CONSTRUCTION

(N) 25KV MV SW-2 (N) 25KV MV SW-1

(E) 4" SPARE (TO 12-TS1)

(E) 4" SPARE (TO 12-TS2)

(E) 4" 24KV "Q" (TO 12-TS2)

(E) 4" 24KV "Q" (TO 12-TS1)

(E) 4" 24KV "P" (TO 12-TS2)

(E) 4" 24KV "P" (TO 12-TS1)

(E)4"C

SPARES

(N)

SW-2

FEEDS

12-TS2

(N)

12-TS2

(N)

12-TS1

1 RISER DIAGRAM FROM (E) MANHOLE TO (N) MV SWITCHES AND (N) TRANSFORMERS

SCALE: NTS

2 SINGLE LINE DIAGRAM (E) EQUIPMENT & (N) EQUIPMENT

SCALE: NONE

(7) 4"C, (28)#750MCM,

(7)400MCM GND, (7)400MCM ISO-GND

(7) 4"C, (28)#750MCM,

(7)400MCM GND, (7)400MCM ISO-GND

(3) 4"C, (12)#600MCM, (3) 3/0 GND, (3) 3/0 ISO-GND

(2) 3"C, (8)#250MCM, (2) #2 GND, (2) #2 ISO-GND

(3) 4"C, (12)#400MCM, (3) 2/0 GND, (3) 2/0 ISO-GND

(2) 3"C, (6)#350MCM,

(3) (2) #2 GND, (2) #2 ISO-GND

(3) 4"C, (12)#600MCM,

(3) 3/0 GND, (3) 3/0 ISO-GND

(3) 4"C, (12)#600MCM,

(3) 3/0 GND, (3) 3/0 ISO-GND

(3) 1/C #1/0CU, 28KV 4"C FEEDER (TYP) (3) 1/C #1/0CU, 28KV 4"C FEEDER (TYP)

(3) 4"C, (12)#400MCM, (3) 2/0 GND, (3) 2/0 ISO-GND

(2) 3"C, (6)#350MCM, (2) #2 GND, (2) #2 ISO-GND

A

A

SCALE: NTS

A-A RACEWAY ELEVATION AT MANHOLE

(N) DIGITAL

MULTI-METER

(N) DIGITAL

MULTI-METER

(N) #4/0 CU GROUND RING

SEE GROUND PLAN, DETAIL 5/E302

(N) #4/0 CU GROUND RING

SEE GROUND PLAN, DETAIL 5/E302

(E) CONCRETE ENCASED DUCT BANK

REMOVE (E) CONCRETE

(E) CABLE JUNCTION IN (E) MANHOLE

(N) #4/0 CU GROUND RING

SEE GROUND PLAN, DETAIL 5/E302

(N) #4/0 CU GROUND RING

SEE GROUND PLAN, DETAIL 5/E302

(N) #4/0 CU GROUND RING

SEE GROUND PLAN, DETAIL 5/E302

(N) #4/0 CU GROUND RING

SEE GROUND PLAN, DETAIL 5/E302

3 GENERATOR CONTROL DIAGRAM

SCALE: NTS

(E)

ATS-ME

GE/ZENITH

(N)

ATS-ME

TO

GEN CONTROL

EXTEND (E) COMMAND/CONTROL AND COMMUNICATIONS

CONDUCTORS IN (N) 3/4" C

REPLACE (E) CONDUCTORS WITH (N) 1-2/C#18 SHIELDED TWISTED PAIR, BELDEN 30737 (COMM) &

4#14AWG (START/STOP/LOAD SHED) - 3/4"C TO (E) GENERATOR CONTROL SWITCHGEAR "PSG-1".

REPLACE CONDUCTORS FROM (N)ATS TO (E)GENERATOR CONTROLS W/NO SPLICES, SEE 2ND

FLOOR ELECTRICAL ROOM PLAN,7/E302, FOR LOCATION.

INTERCEPT (E) CONTROL W/(N) J-BOX

AND EXTEND TO NEW LOCATION

(E) ATS-ME ASCO #5220 SERIES POWER

MANAGER TO BE RELOCATED TO (N) ATS-ME

OR REPLACE WITH NEW MATCHING UNIT

10 11 10 11

BOND TO (E) BUILDING

WATER AND GAS SERVICE

SPD SPD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Pierce/Cooley Architects, Inc.

11871 Gonsalves St.

Cerritos, CA 90703 T. 949-399-0878 F. 949-399-0889

ELECTRICAL:

DINTER ENGINEERING, INC.

385 GENTRY WAY

RENO, NV 89502

775.826.4044

TIMOTHY A. PROCKISH, PE

Design for Building 12 Electrical Upgrades

975 Kirman Ave., Reno, NV 89502

654-19-907

Building 12 Project Director

APRIL 30, 2020 PKH KLK,GLRRevisions: Date: Leslie Lewis Cooley, AIA

DOCUMENT

04/28/2020

E001

SINGLE LINE DIAGRAM

EXISTING/REMAINING, DEMO, & NEW

30A

2Ø

30A

2Ø

(N)CKT 'Q'

(N)CKT 'P'

(E)CKT 'Q' TO BE REMOVED 7 (E)CKT 'P' TO BE REMOVED 7

(N)

SW-1

FEEDS

12-TS1

12 12

(E) MANHOLE

(E)4"C

W/CKTS

"P" & "Q"

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ELECTRICAL

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UP

W O

R K

I N

G

C

L E

A R

A N

C E

(E) MV MANHOLE

W O

R K

I N

G

C L

E A

R A

N C

E

W O

R K

I N

G

C L

E A

R A

N C

E

(E) SPRINKERS (TYP)

A

B B

B A A

C

C

D

D D

D

PNL 'LA'

CKT 2

PNL 'LA'

CKT 1

PNL 'LA'

CKT 4

PNL

MDH2

T

E

F

A

OI AND T

SERVER ROOM

B2263

SILVER

ELEVATOR

GOLD

ELEVATOR

S8 P11

STAIR

B1XDO3

EXHAUST STACKS TO ROOFBS3

C2303

ELECTRICAL

EQUIP

C2300

MICROBIOLOGY

ELECTRICAL

ROOM A

B2261A

B2261B

B2265

STORAGE

B2266

MECH/FP

B2267

LOAD SHARING

EQUIPMENT

ROOM

B2268

FMS SERVER ROOM

B2264

CONTROL

ROOM

B2262

VESTIBULE

B2261

ELECTRICAL ROOM B

SECURITY FENCE

FMS EQUIP

STORAGE

B2258

DEMARC

STORAGE

B2102B

ACCESS PANEL

B2259

39.3 42.8 39.6 59.0 54.7 34.9 42.7

56.3 52.7 53.2

73.5 77.0 75.1 76.4 60.6 62.6

64.5 69.7 71.2 67.8 54.6 51.0

62.3 67.6 71.2 71.8 64.0 49.2

73.6 79.0 79.7 84.1 77.1 73.9 71.6

66.8 72.1 72.5 77.1 71.6 69.5 68.5

45.2 48.8 50.1 51.6 49.7 48.2 46.7

2 FLOOR PLAN - NEW EQUIPMENT & ROOM LAYOUT

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

(N) MV SW-1

25KV PAD MOUNT SWITCH

(N) MV SW-2

25KV PAD MOUNT SWITCH

(N) MSB 2(N) ATS 'ME'

(N) MSB 1

INSTALL ELECTRICAL LIGHTING &

RECEPTACLES

(N) 12-TS1

(N) 12-TS2

1 (N) ATS-ME, MSB-1, & MSB-2 INTERFACE WITH (E) EQUIPMENT AND XFMRS

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

(E) MDH2 TO BE RELOCATED TO THE (N) SOUTH WALL NEAR THE (E) TRANSFORMER AND (E)

LOCAL DISCONNECT SWITCH.

(N) ELECTRICAL ROOM WALLS AND DOOR(S) TO BE INSTALLED FOLLOWING (N) EQUIPMENT

INSTALLATION AND PROVEN OPERATION.

(N) ROOM LIGHTING TO BE INSTALLED FOLLOWING DEMOLITION OF EXISTING EQUIPMENT,

CEILING, AND PRIOR/DURING THE INSTALLATION OF THE ELECTRICAL ROOM WALLS. (N)

ROOM LIGHTS SHALL BE CHAIN HUNG FROM OVERHEAD STRUCTURE AND SHALL MOUNT AT

HEIGHT OF EXISTING CEILING (BEING REMOVED).

CONTRACTOR MAY PROVIDE WIRE WAY ON TOP OF SWITCHGEAR AS REQUIRED AT THEIR

OPTION TO FACILITATE CONDUIT AND CONDUCTOR INSTALLATION.

(E) TRANSFORMER AND (E) LOCAL DISCONNECT SWITCH TO BE TO BE RELOCATED TO THE

(N) SOUTH WALL TO ALLOW FOR NEW EQUIPMENT CLEARANCES.

(E) CEILING TO BE REMOVED. MOUNT NEW PULL BOXES AND CONDUITS TO OVERHEAD

STRUCTURE

EXISTING EQUIPMENT SLATED FOR DEMOLITION SHALL REMAIN IN PLACE AND OPERATIONAL

UNTIL REDUNDANT NEW EQUIPMENT HAS BEEN INSTALLED AND PROVEN OPERATIONAL.

RELOCATE (E) PANEL MDH2 AND EXTEND AND RECONNECT (E) 200A FEEDER AND (2) 30AMP,

3PH FAN CIRCUITS. INSTALL (N) 15A, 3P CIRCUIT BREAKER FOR (N) XFMR-LA.

RELOCATE (E) XFMR AND (E) XFMR DISCONNECT SWITCH. EXTEND AND RECONNECT

EXISTING PRIMARY AND SECONDARY FEEDERS.

INSTALL (N) EF1 COMBO STARTER, NEMA SIZE '0' COMBINATION STARTER, FUSED

DISCONNECT SWITCH. CONNECT TO 120V THERMOSTAT FURNISHED WITH (N) EF1 EXHAUST

FAN. CONNECT TO 120V DAMPER CONTROL.

INSTALL (N) WALL MOUNTED XFMR-LA, 10KVA, 480V-120/208V, 3PH, 4W, DRY TRANSFORMER.

FEED (N) PANELBOARD 'LA'.

INSTALL (N) PANELBOARD 'LA' WITH 30A, 3P MAIN BREAKER.

(1) 15A - 3P CIRCUIT BREAKER - (N) EF1 DISCONNECT

(1) 20A - 1P CIRCUIT BREAKER - (N) ROOM RECEPTACLES

(1) 20A - 1P CIRCUIT BREAKER - (N) ROOM LIGHTS

(1) 20A - 1P CIRCUIT BREAKER - SPARE

(6) SPACES

INSTALL (N) FIRE ALARM SYSTEM PULL STATION DEVICE COMPATIBLE WITH EXISTING EST

FIRE ALARM SYSTEM. CONNECT TO EXISTING FIRE ALARM SYSTEM AND TEST TO VERIFY

DEVICE IS FULLY OPERATIONAL WITH FIRE ALARM SYSTEM. EXTEND (E) NOTIFICATION

CIRCUIT FROM SECOND FLOOR ELECTRICAL ROOM. REPROGRAM (E) EST SYSTEM TO

ACCEPT (N) ADDRESSABLE DEVICES.

INSTALL (N) FIRE ALARM SYSTEM HORN/STROBE DEVICE COMPATIBLE WITH EXISTING EST

FIRE ALARM SYSTEM. CONNECT TO EXISTING FIRE ALARM SYSTEM AND TEST TO VERIFY

DEVICE IS FULLY OPERATIONAL WITH FIRE ALARM SYSTEM. EXTEND (E) NOTIFICATION

CIRCUIT FROM SECOND FLOOR ELECTRICAL ROOM. REPROGRAM (E) EST SYSTEM TO

ACCEPT (N) ADDRESSABLE DEVICES.

SHEET NOTES

(N) ATS-ME, (N) MSB-1, & (N) MSB-2

(E) ATS-ME (TO BE REMOVED)

(E) TRANSFORMERS 12-TS1 & 12-TS2

(TO BE REPLACED WITH NEW)

(E) CONCRETE MOUNTING PAD

(E) RETENTION CURB

(N) MSB-1 DISTRIBUTION & MSB-1 MAIN

(N) MSB-1 & MSB-2 TIE BREAKER

(N) MSB-2 DISTRIBUTION

(N) ATS-ME

(N) MSB-2 MAIN

(N) CONDUITS AS REQUIRED (TYPICAL)

(E) PULL BOX (TO BE REMOVED)

(E) MSB-1 & (E) MSB-2 (TO BE

REMOVED)

(E) UG SECONDARY

FEEDERS TO BE

EXTENDED TO

(N) MSB-1 & MSB-2

RACK (N) RGS CONDUITS ON CEILING

INTERCEPT AND EXTEND (E)

CONDUITS WITH NEW CONDUCTORS

FROM MSB-1 & MSB-2 TO (E) LOAD.

(E) CEILING TO BE REMOVED

(E) WALL

(N) CONCRETE

HOUSEKEEPING PAD

(N) CONCRETE

HOUSEKEEPING PAD

4 ROOM LIGHTING CALCULATION

SCALE: NTS

(E) TRANSFORMER

3 ROOM LIGHTING & RECEPTACLES

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

A

A

(E) EQUIPMENT SHOWN FOR

REFERENCE ONLY

5 GROUNDING PLAN

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

6 GROUNDING WELL DETAIL

SCALE: NTS

TIE (N) GROUND

RING INTO (E)

GROUND GRID

TRAFFIC REINFORCED CONCRETE

COVER, CAST IRON OR PRECAST

CONCRETE MARKED "GROUND ROD"

HIGH IMPACT-GLASS REINFORCED PLASTIC

OR PRECAST CONCRETE ASSEMBLY

DRIVING STUD

SECTIONAL ROD COUPLING

BARE COPPER GROUNDING CONDUCTOR

SEE DETAIL 5/E302

CONCRETE PIPE EXTENSION MATERIAL

GROUND ROD CONNECTOR

3/4" X 10'-0"

COPPER GROUND ROD

(N) HVAC FAN

12/27/2019ISSUED FOR 35% REVIEW

02/21/2020ISSUED FOR 65% REVIEW

03/30/2020ISSUED FOR 90% CONSTRUCTION DOCUMENTATION

04/30/2020ISSUED FOR CONSTRUCTION

E302

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

A-A (N) ATS ME, (N) MSB-2, & (N) MSB-1

TYP 4X

3/4" X 10' GROUND ROD IN TEST WELL

#4/0 CU MIN 18" BELOW GRADE

(E) MDH2

(E) CEILING TO BE REMOVED

(N) UNDERGROUND FEEDERS,

SEE PHASING DRAWING E303

(E) RECEPTACLES WITH CIRCUIT

AND MISC EQUIP TO BE REMOVED

(N) MV SW-1

25KV PAD MOUNT SWITCH

(N) MV SW-2

25KV PAD MOUNT SWITCH

(N) MSB 2(N) ATS 'ME'

(N) MSB 1

(N) 12-TS1

(N) 12-TS2

(N) EF1 EXHAUST FAN

(E) MDH2

(E) TRANSFORMER

(E) GROUND LOOP

(N) EF1 EXHAUST FAN

(E) CONDUIT TO REMAIN

AT TOP OF WALL

(E) CONDUIT TO REMAIN

AT TOP OF WALL

(N) PNL 'LA'

(N) PNL 'LA'

(N) XFMR-LA (WALL MOUNTED)

(N) PNL 'LA'

RELOCATED (E) MDH2

RELOCATED (E) XFMR DISCONNECT

RELOCATED (E) XFMR PAD MOUNTED

(N) EF1 DISCONNECT SWITCH

4-#10 & 1-#12 G, 3/4" C

2-#12 & 1-#12 G, 1/2" C

3-#12 & 1-#12 G, 1/2" C

4-#12 & 1-#12 G, 1/2" C

2-#12 & 1-#12 G, 1/2" C

BOND TO (E) METALLIC

WATER AND GAS MAIN

(N) FIRE ALARM SYSTEM PULL STATION13

(N) FIRE ALARM SYSTEM HORN/STROBE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Pierce/Cooley Architects, Inc.

11871 Gonsalves St.

Cerritos, CA 90703 T. 949-399-0878 F. 949-399-0889

ELECTRICAL:

DINTER ENGINEERING, INC.

385 GENTRY WAY

RENO, NV 89502

775.826.4044

TIMOTHY A. PROCKISH, PE

Design for Building 12 Electrical Upgrades

975 Kirman Ave., Reno, NV 89502

654-19-907

Building 12 Project Director

APRIL 30, 2020 PKH KLK,GLRRevisions: Date: Leslie Lewis Cooley, AIA

DOCUMENT

04/28/2020

E302

ELECTRICAL EQUIPMENT PLAN

NEW/EXISTING EQUIPMENT & ELEVATION

7 2ND FLOOR PLAN - EXISTING EQUIPMENT & ROOM LAYOUT

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

(E)PNL

"GNHPP2"

(E)PNL

"GNHDP1"

(E)ATS "OITB"

(E)ATS "OITA"

(E)ATS "C"

(E)FACP

(E)ATS "E"

(E)ATS "LS"

(E)GEN

CONTROL

TO NOTIFICATION CIRCUITS AT 2ND FLOOR

ELECTRICAL ROOM, SEE 7/E302

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UP

(E) MV MANHOLE

(E) SPRINKERS (TYP)

UP

(E) MV MANHOLE

(E) SPRINKERS (TYP)

UP

(E) MV MANHOLE

(E) SPRINKERS (TYP)

UP

(E) MV MANHOLE

(E) SPRINKERS (TYP)

UP

(E) MV MANHOLE

(E) SPRINKERS (TYP)

UP

(E) MV MANHOLE

(E) SPRINKERS (TYP)

INSTALL (N) UNDERGROUND

FEEDER FROM (N) MSB-1 TO

(N) 12-TS1 IN RGS.

1 FLOOR PLAN - PHASE 1 - INSTALL (2) (N) MV SWITCHES

SCALE: 1/8"= 1'-0" 2 FLOOR PLAN - PHASE 2 - INSTALL (N) MSB 1&2 AND ATS 'ME'

SCALE: 1/8"= 1'-0" 3 FLOOR PLAN - PHASE 3 - REMOVE & REPLACE (E) '12-TS1' & (N) UG FEED TO (N) MSB 1&2

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

4 FLOOR PLAN - PHASE 4 - EXTEND (E) FEEDERS TO (N) MSB 1 & 2 AND REMOVE (E) 12-TS2

SCALE: 1/8"= 1'-0" 5 FLOOR PLAN - PHASE 5 - REMOVE (E) MSB 1&2 AND (E) ATS 'ME'

SCALE: 1/8"= 1'-0" 6 FLOOR PLAN - PHASE 6 - FINAL EQUIPMENT CONFIGURATION

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

(E) 25KV CKTS P&Q

(E) MSB 1 & 2

(E) ATS 'ME'

(E) 12-TS1

(E) 12-TS2

INTERCEPT (E) 25KV P&Q UNDERGROUND

FEEDERS AND RECONFIGURE TO

(2) (N) PAD MOUNT SWITCHES

INSTALL (N) MV SW1

25KV PAD MOUNT SWITCHES ON CONCRETE

EQUIPMENT PAD AND RECONNECT TO (E) 12-TS1

INSTALL (N) MV SW2

25KV PAD MOUNT SWITCHES ON CONCRETE

EQUIPMENT PAD AND RECONNECT TO (E) 12-TS2

(E) MSB 1 & 2

(E) ATS 'ME'

(N) MSB 2(N) ATS 'ME'

(N) MSB 1

INSTALL (N) MSB 1 & 2 AND ATS 'ME'

ON (N) CONCRETE EQUIPMENT PAD

(N) UNDER GROUND

CONDUIT STUB-OUTS

(E) MSB 1 & 2

(E) ATS 'ME'

(N) UNDER GROUND

CONDUIT STUB-OUTS

(E) MSB 1 & 2 & ATS REMAINS

REQUIRES LIMITED OUTAGE TO CLOSE TIE AND FEED BOTH (N) & (E) MSB 1

& 2 FROM (E) 12-TS2.

RELOCATED (E) GROUND WELL AND (E) 25kVA TRANSFORMER AS

REQUIRED TO INSTALL (N) MSB1 UNDERGROUND FEEDER. SAWCUT &

PATCH EXISTING PAVEMENT TO MATCH EXISTING AS REQUIRED TO

INSTALL (N) UG FEEDER. CONTRACTOR SHALL INCLUDE IN BID, POTHOLING

OF ROUTE TO VERIFY AREA IS CLEAR OF UTILITIES AND STRUCTURES.

DE-ENERGIZE AND REMOVE (E) TRANSFORMER 12-TS1. MODIFY PAD AS

REQUIRED TO PREPARE FOR (N) TRANSFORMER 12-TS1. INSTALL (N) UG

FEEDER TO (N) MSB-1 AND CONNECT. INSTALL (N) TRANSFORMER 12-TS1

AND ENERGIZE.

EXISTING FEEDER TO BE DE-ENERGIZED AND REMOVED AFTER (N) 12-TS1

IS INSTALLED AND ENERGIZED. SEAL (E) CONDUITS AND ABANDON IN

PLACE. SEE NOTES 1 & 3.

PROTECT EXISTING GROUND IN PLACE. TEST TO ASSURE LESS THAN 25

OHMS RESISTANCE TO GROUND AND REUSE FOR NEW TRANSFORMERS

12-TS1 & 12-TS2.

PHASE 3 NOTES

REMOVE (E) 480V FEEDER

REMOVE (E) 12-TS1 & INSTALL (N) 12-TS1

REQUIRES COORDINATED COMMISSIONING WITH OPERATION OF

GENERATORS AND CONNECTIONS TO CONTROLS AND SCADA. EXTEND ATS

COMMAND AND CONTROL CONDUCTORS, INCLUDING GENERATOR

START/STOP CONTROL, IN CONDUIT FROM (E) ATS LOCATION TO (N) ATS

LOCATION. REFERENCE ATS CONTROL DETAIL 3/E001.

COORDINATE NEW WORK WITH REMOVAL OF (E) CEILING. CEILING WILL

REMAIN AS EXPOSED STRUCTURE. REFER TO ARCHITECTURAL PLANS.

REFER TO SINGLE LINE DIAGRAM (E001) FOR FEEDER SIZES AND

QUANTITIES. REQUIRES SHORT TIME OUTAGES AND LIMITED TO AREAS

AFFECTED BY INDIVIDUAL FEEDER CUT OVERS.

DE-ENERGIZE AND REMOVE (E) 12-TS2. MODIFY PAD AS REQUIRED TO

PREPARE FOR (N) 12-TS2. INSTALL (N) UG FEEDER TO (N) MSB2 AND

CONNECT. INSTALL (N) 12-TS2 AND ENERGIZE.

REROUTE (E) CONDUITS FROM (E) LOADS TO (N) MSB1 AND (N) MSB2.

REPLACE (E) WIRING AND PROVIDE (N) CONDUCTORS TO MATCH EXISTING

CONDUCTORS FROM (N) MSB1 AND (N) MSB2 TO EXISTING LOAD WITH NO

SPLICES. SEE SHEET E001.

PHASE 4 NOTES

REQUIRES OUTAGE OF 25KV CIRCUITS "P" & "Q"

INTERCEPT EXISTING SPARE CONDUITS ROUTED TO THE (E)

TRANSFORMERS 12-TS1&12-TS2. EXTEND CIRCUITS P&Q TO NEW MV

SWITCHES AND CONNECT. PROVIDE NEW 25KV CONDUCTORS FROM

JUNCTION IN MANHOLE TO (N) SWITCHES AND FROM (N) SWITCHES TO (E)

TRANSFORMERS AND RECONNECT. CONTRACTOR SHALL MAKE UP LOAD

BREAK ELBOWS ON ONE END PRIOR TO PULLING CABLE IN ORDER TO

REDUCE OUTAGE DURATION.

(E) TRANSFORMERS 12-TS1 & 12-TS2 SHALL BE RECONNECTED TO

CIRCUITS P&Q THROUGH NEW MV SWITCHES AND WITH NEW

CONDUCTORS WITH NEW LOAD BREAK ELBOWS.

(E) EQUIPMENT TO REMAIN IN SERVICE AT THIS PHASE AND PROTECTED IN

PLACE.

CONTRACTOR SHALL INCLUDE IN HIS BID, POTHOLING OF (E) DUCTBANK TO

VERIFY LOCATION AND DEPTH.

PHASE 1 NOTES

(E) MSB 1 & 2

(E) ATS 'ME'

(N) MSB 2(N) ATS 'ME'

(N) MSB 1

INSTALL (N) MSB 1 & 2

AND ATS 'ME'

(N) UNDER GROUND

CONDUIT STUB-OUT

INTERCEPT (E) FEEDERS &

EXTEND TO (N) MSB 1 & 2 & ATS

'ME' (TYP OF 8)

(N) EXPOSED OVERHEAD

FEEDERS TO (N) MSB 1&2

AND ATS 'ME'

INSTALL (N) PERMANENT

FEEDER FROM (N) 12-TS2 AND

RE-ENERGIZE (N) MSB 1 & 2

INSTALL NEW UG FEEDER

FROM (N) 12-TS2 TO (N) MSB2

REMOVE (E) MSB 1 & 2, ATS, AND METERING

COMPONENTS. RETAIN (E) PANEL BOARD

MDH2 AND (E) 25KV TRANSFORMER

W/DISCONNECT FOR RELOCATION.

REQUIRES LIMITED OUTAGE TO CONNECT (N) 12-TS2 FEEDER AND

DISCONNECT TEMP 12-TS1 FEEDER.

EXTEND (E) MSB2 FEEDER CONDUITS TO (N) MSB2. SAWCUT AND

PATCH EXISTING PAVEMENT TO MATCH EXISTING REQUIRED TO

INSTALL (N) UG FEEDER.

REMOVE EXISTING CONCRETE HOUSEKEEPING PAD. CUT AND FILL

ANY UNDERGROUND CONDUITS FLUSH WITH THE FLOOR SURFACE

AND ABANDON OR REMOVE. RETAIN (E) PANEL BOARD MDH2 AND

(E) 25KV TRANSFORMER W/DISCONNECT FOR RELOCATION.

PHASE 5 NOTES

REQUIRES LIMITED OUTAGE MANIPULATE MSB1 AND MSB2 MAIN AND TIE

BREAKERS.

REFERENCE E302 FOR LIGHTING, RECEPTACLES, AND CIRCUITING TO (N) PANEL

'LA'.

PHASE 6 NOTES

OPEN TIE BREAKER SO MSB 1

IS FED BY 12-TS1 AND MSB 2 IS

FED BY 12-TS2.

(E) CONCRETE ENCASED DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

PHASE 2 NOTES

(N) MV SW1

(N) MV SW2

(N) MSB 2(N) ATS 'ME'(N) MV SW1

(N) MV SW2

(N) MSB 1

(E) ATS 'ME' AND (E) MSB-1 & MSB-2 SHALL REMAIN IN OPERATION AND

PROTECTED IN PLACE UNDER THIS PHASE.

(E) 12-TS1

(E) 12-TS2 (E) 12-TS2

(E) 480V FEEDER REMAINS(E) 480V FEEDER REMAINS

12/27/2019ISSUED FOR 35% REVIEW

02/21/2020ISSUED FOR 65% REVIEW

03/30/2020ISSUED FOR 90% CONSTRUCTION DOCUMENTATION

04/30/2020ISSUED FOR CONSTRUCTION

(E) FEEDER REMAINS

(E) GROUND WELL

(E) GROUND WELL

(N) MV SW1

(N) MV SW2

(N) MV SW1

(N) MV SW2

(N) MV SW1

(N) MV SW2

(N) 12-TS1

REMOVE (E) 12-TS2 & INSTALL (N) 12-TS2

(N) 12-TS1

(N) 12-TS2

RELOCATED (E) 25KVA

TRANSFORMER W/DISCONNECT

RELOCATED (E) MDH2

(N) 12-TS1

(N) 12-TS2

(N) MSB 2(N) ATS 'ME'

(N) MSB 1

(N) MSB 1

(N) MSB 2(N) ATS 'ME'

(N) HVAC EQUIP. REFERENCE

MECHANICAL DRAWINGS

(N) ELECTRICAL ROOM

(E) CONCRETE ENCASED DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E) CONCRETE ENCASED DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E) CONCRETE ENCASED DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E) CONCRETE ENCASED DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E) CONCRETE ENCASED DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(E)CONCRETE ENCASED

DUCT BANK

(N) PANEL 'LA' & XFMR-LA

1. PHASED CONSTRUCTION LAYOUTS DEPICTED HERE ARE SUGGESTIONS

BASED ON REQUIREMENT TO MAINTAIN OPERATION TO BUILDING 12 AS

MUCH AS PRACTICAL BY MAINTAINING SERVICE THROUGH A SINGLE

TRANSFORMER DURING CONSTRUCTION. CONTRACTOR MAY SUBMIT

MODIFIED PHASING PLAN AT THEIR OPTION. SUBMIT PLAN TO THE

CONTRACTING OFFICER FOR REVIEW PRIOR TO START OF WORK.

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Pierce/Cooley Architects, Inc.

11871 Gonsalves St.

Cerritos, CA 90703 T. 949-399-0878 F. 949-399-0889

ELECTRICAL:

DINTER ENGINEERING, INC.

385 GENTRY WAY

RENO, NV 89502

775.826.4044

TIMOTHY A. PROCKISH, PE

Design for Building 12 Electrical Upgrades

975 Kirman Ave., Reno, NV 89502

654-19-907

Building 12 Project Director

APRIL 30, 2020 PKH KLK,GLRRevisions: Date: Leslie Lewis Cooley, AIA

DOCUMENT

04/28/2020

E303

ELECTRICAL EQUIPMENT PLAN

PHASES OF CONSTRUCTION

RELOCATED (E) DISCONNECT SWITCH

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