DALLAS VA MEDICAL CENTER · install emergency power for building 2j medical equipment 4500 s....

©

Canno

n D

esig

n 2

01

5

All

rights

reserv

ed. N

o p

art

of th

is d

ocu

me

nt m

ay

be

re

pro

duced

or

utiliz

ed

in

any

form

, w

itho

ut prior

written

auth

orization

by

The

Canno

n C

orp

ora

tio

n.

DALLAS VA MEDICAL CENTER

INSTALL EMERGENCY POWER FOR BUILDING 2J

MEDICAL EQUIPMENT

4500 S. LANCASTER RD., DALLAS, TX

VA PROJECT #549-15-509 CANNON DESIGN PROJECT #003640.55

100% CONSTRUCTION DOCUMENTS 09/08/2017

1100 Clark Avenue

St. Louis, Missouri 63102 T: 314.241.6250 F: 314.241.2570

BOSTON NEW YORK BALTIMORE WASHINGTON DC BUFFALO TORONTO MONTREAL PITTSBURGH CHICAGO ST. LOUIS VANCOUVER SAN FRANCISCO LOS ANGELES PHOENIX MUMBAI ABU DHABI

Consultants:

12

/2/2

016

3:0

1:1

9 P

M

tingstrup

Snapshot

MOTOR CONNECTION. REFER TO EQUIPMENT CONNECTION MOTOR CONTROLLER SCHEDULE FORSPECIFIC REQUIREMENTS

WIRING TERMINATIONS

## CIRCUIT NUMBER (AND PANELBOARD IF SPECIFICALLY DESIGNATED)

POWER BRANCH CIRCUITS

GROUNDING AND BONDINGG GROUND/ELECTRODE CONDUCTOR

GROUND ROD

GROUND TEST STATION

MECHANICAL CONNECTION

GROUND CONNECTION (MOLDED FUSION WELD OR IRREVERSIBLE)

GROUND EQUIP ROOM GROUND TERMINAL BAR OF LENGTH INDICATED, 1'-6" AFF

GROUND

RACEWAY AND PATHWAYCONDUIT TURNED UP

CONDUIT TURNED DOWN

CAPPED CONDUIT

CONDUIT STUBBED AND BUSHED INTO ACCESSIBLE CEILING CAVITY

SERVICE WEATHERHEAD

SINGLE CHANNEL SURFACE RACEWAY

DUAL CHANNEL SURFACE RACEWAY

TRIPLE CHANNEL SURFACE RACEWAY

RACEWAY ROUTED DOWN FROM CEILING TO HORIZONTAL

RACEWAY ROUTED UP FROM FLOOR TO HORIZONTAL

CABLE TRAY, HUNG ABOVE CEILING OR AS NOTED

WIRE BASKET, HUNG ABOVE CEILING OR AS NOTED

MULTI-OUTLET ASSEMBLY, 6" ABOVE COUNTER BACKSPLASH OR AS NOTED

WALL DUCTWD

BOXES AND CABINETSJUNCTION BOXJ

PULL BOXPB

CABINET, TOP OF TRIM 6'-2" AFF

UNDERGROUND CONSTRUCTION

TM TRANSFORMER MANHOLE OR VAULT

H HANDHOLE

M MANHOLE

DBC* CABLE (DBC-DIRECT BURIED CABLE, DB-DUCT BANK) (* = NUMBER)

MULTI-SERVICE BOXES AND RACEWAYSCEILING CONCEALED, REGRESSED BACKBOXCCR*

FLOOR BOX, EXPOSED, WITH PROVISIONS FOR WHIPFEW*

FLOOR BOX, EXPOSED, FLUSHFEF*

FLOOR BOX, EXPOSED, WITH TOMBSTONE DEVICEFET*

FLOOR BOX, CONCEALED, WITH REGRESSED DEVICESFCR*

POKE-THRU ASSEMBLY, EXPOSED, WITH PROVISIONS FOR WHIPPEW*

POKE-THRU ASSEMBLY, EXPOSED, FLUSHPEF*

POKE-THRU ASSEMBLY, EXPOSED, WITH TOMBSTONE DEVICEPET*

POKE-THRU ASSEMBLY, CONCEALED, WITH REGRESSED DEVICESPCR*

RAISED FLOOR BOX, CONCEALED, WITH REGRESSED DEVICESRCR*

RAISED FLOOR BOX, EXPOSED, WITH PROVISIONS FOR WHIPREW*

STAGE BOX, CONCEALED, WITH REGRESSED DEVICESSCR*

TABLE BOX, EXPOSED, FLUSHTEF*

TABLE BOX, EXPOSED, WITH TOMBSTONE DEVICETET*

TABLE BOX, CONCEALED, WITH REGRESSED DEVICESTCR*

UNDER FLOOR DUCT, EXPOSED, FLUSHUEF*

UNDER FLOOR DUCT, EXPOSED, WITH TOMBSTONE DEVICEUET*

WALL BOX, EXPOSED, WITH PROVISIONS FOR WHIPWEW*

WALL BOX, CONCEALED, WITH REGRESSED DEVICESWCR*

IDENTIFICATION CHART

ACCESSC - CONCEALEDE - EXPOSED

LOCATIONF - FLOORP - POKE-THRUR - RAISED FLOORS - STAGET - TABLEU - UNDER FLOOR DUCTW - WALL

SERVICE COVER/DEVICE FITTINGB - BLANKF - FLUSHR - REGRESSEDS - SEMI FLUSHT - TOMBSTONEW - WHIP

SEQUENTIAL NUMBER

_ _ _ _

REFER TO MULTI-SERVICE BOX SCHEDULE FOR ADDITIONAL INFORMATION REGARDING THEFOLLOWING BOXES.

INDOOR SERVICE POLEISP

INDOOR MULTI-SERVICE COLUMNISC

ELECTRIC POWER MANAGMENT SYSTEMLOAD/ EQUIPMENT MONITOR UNITM11

INTEGRAL BREAKER MONITOR UNITM12

INDIVIDUAL LOAD DISPLAY UNITM21

ASSEMBLY DISPLAY UNITM22

COMPUTER WORKSTATION, DESK OR SHELF MOUNTEDMPC

PRINTER, DESK OR SHELF MOUNTEDMPR

NOTE: SPEC REFERENCES ARE GENERAL AND MAY NOT BE SPECIFIC

DIVISION 26: LEGEND

POWER DISTRIBUTION

METER SOCKETM

PROTECTIVE RELAY (*INDICATES ANSI FUNCTION, NUMBER INDICATES QUANTITY)*

AMMETERAM

VOLTMETERVM

AMMETER SWITCHAM

VOLTMETER SWITCHVM

DIGITAL METERING MONITORDM

MEDIUM VOLTAGE DRAWOUT POWER CIRCUIT BREAKER

LOW VOLTAGE INTERRUPTER SWITCH

MEDIUM VOLTAGE INTERRUPTER SWITCH

POTENTIAL TRANSFORMER (NUMBER INDICATES QUANTITY)

CURRENT TRANSFORMER (NUMBER INDICATES QUANTITY)

PROGRAMMABLE LOGIC CONTROLLERPLC

LIGHTNING ARRESTOR

SWITCHGEAR, SWITCHBOARD, INTEGRATED POWER CENTER OR MOTOR CONTROL CENTER, DASHEDLINES INDICATE FUTURE SECTIONS, DOUBLE LINE INDICATES FRONT

NETWORK PROTECTOR

CABLE LUGS

PROVISIONS FOR FUTURE EXPANSIONS

HARMONIC FILTERHF

HC HARMONIC CONDITIONING TRANSFORMER (SINGLE LINE DENOTATION)

HFT HARMONIC FILTER TRANSFORMER (SINGLE LINE DENOTATION)

TRANSFORMER (SINGLE LINE DENOTATION)

TRANSFORMERST TRANSFORMER (PLAN DENOTATION)

3-PHASE, 3-WIRE DELTA CONNECTION

3-PHASE WYE, NEUTRAL UNGROUNDED CONNECTION

WYE CONNECTION

PANELBOARDS

SHADING INDICATES BRANCH TYPE

TEXT INDICATES LUG / BREAKER TYPE

PANELBOARD (SINGLE LINE DENOTATION)

ELECTRONIC PANELBOARD

NORMAL BRANCH PANELBOARD

(LIFE SAFETY / NEC 517) - (EMERGENCY/ NEC 700) BRANCH PANELBOARD

(CRITICAL / NEC 517) - (STANDBY - NEC 701) BRANCH PANELBOARD

(EQUIPMENT / NEC 517) - (OPTIONAL - NEC 702) BRANCH PANEL BOARD

PROTECTIVE DEVICESSEPARATELY ENCLOSED CIRCUIT BREAKER, FLUSH MOUNTED 3'-8" AFFCB

UNFUSED DISCONNECT SWITCH, SURFACE 3'-8" AFF, (5-0" AFF IN EQ ROOMS)

XXAS/XXAF

FUSED DISCONNECT SWITCH, SURFACE MOUNTED 3'-8" AFF, (5'-0" AFF IN EQ ROOMS). FUSEDDISCONNECT SWITCH, "AS" INDICATES AMPERE RATING OF SWITCH AND "AF" INDICATES AMPERERATING OF FUSE.

BOLTED PRESSURE CONTACT SWITCHBPS

XXASXXAT# POLES

CIRCUIT BREAKER (SINGLE LINE DENOTATION)

XXAFFUSE (SINGLE LINE DENOTATION)

LOW VOLTAGE DRAWOUT POWER CIRCUIT BREAKER

KEY INTERLOCK SYSTEM (* INDICATES LINK)K*

MOLDED CASE SWITCHMCS

T FRACTIONAL HORSEPOWER MOTOR CONTROLLER, RECESSED 3'-8" AFF OR ABOVE CEILING (MANUALTHERMAL SWITCH)

MOTOR CONTROLLERS

MOTOR CONTROLLER/DISCONNECT, 3'-8" AFF (5'-0" AFF IN EQ ROOMS)

VARIABLE SPEED DRIVEVSD

ENGINE GENERATOR SETS

XXASXXAT# POLES LSIA LSIG

G

ENGINE- GENERATOR SET (SINGLE LINE DENOTATION)

EGS ALARM ANNUNCIATOR, TOP OF TRIM 6'-2" AFFEAA

TRANSFER SWITCH

TRANSFER SWITCHES

ISOLATION BYPASS TRANSFER SWITCH

CLOSED TRANSITION TRANSFER SWITCH

GENERALNEW EQUIPMENT

EXISTING WORK

DEVICE TO BE REMOVED (DEMO PLANS) UNDERFLOOR CONDUIT (NEW PLANS)

MATCH LINE REFERENCING CONTINUATION ON OTHER DRAWINGS

BRANCH CIRCUIT BOUNDARY

WIRE AND/OR CONDUIT RUN CONTINUED ON REFERENCED DETAIL

DETAIL AND/OR SECTION REFERENCE

FUTURE WORK

'E' SERIES GENERAL NOTES1. FOR EXACT LOCATIONS OF DUCT MOUNTED SMOKE DETECTORS, WATER FLOW SWITCHES ANDTAMPER SWITCHES REFER TO HVAC / FP DRAWINGS.

2. VERIFY EXACT LOCATION OF CONNECTION POINTS PRIOR TO CONNECTION.

3. MOUNTING HEIGHTS ARE TO CENTER OF DEVICE OR EQUIPMENT, UNO.

4. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND CONNECTORS, ANDCOMPLETE CONNECTIONS REQUIRED FOR DESIGNATED BRANCH CIRCUITS FROM DEVICE(S) TO FINALOVERCURRENT DEVICE AND TO LOCAL CONTROL DEVICE(S) PER SPECIFICATIONS.

5. MINIMUM BRANCH CIRCUIT WIRE SIZE SHALL BE #12 AWG EXCEPT LIFE SAFETY BRANCH CIRCUITWIRING WHICH SHALL BE MINIMUM #10 AWG. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTORLENGTHS AS PER SPECIFICATIONS AND SCHEDULED ON THIS DRAWING. INCLUDE GROUNDCONDUCTOR DERATINGS.

6. PULL A SEPARATE NEUTRAL CONDUCTOR FROM PANELBOARD FOR EACH BRANCH CIRCUITSERVING NEMA 5 RECEPTACLES WITHIN SIX (6) FEET OF COMPUTER DEVICE JACKS, AND EACHBRANCH CIRCUIT PROTECTED BY A GROUND FAULT CIRCUIT INTERRUPTER. DERATE CONDUCTORSPER NEC ACCORDINGLY.

7. PROVIDE GROUNDING PER NEC. ALSO PROVIDE GREEN GROUND WIRE IN ALL BRANCH ANDFEEDER CIRCUITS SIZED PER NEC.

8. THE SPACE ABOVE THE CEILING IS LIMITED AND THE INSTALLATION OF WORK WILL BE TIGHT. DUETO THIS, IT IS IMPORTANT THAT THE TRADE CONTRACTOR SHALL COORDINATE THE INSTALLATION OFTHEIR WORK (IE: DUCTWORK, TERMINAL UNITS, PIPING, ETC) WITH THE EXISTING CEILING SYSTEMHEIGHT AND CONSTRUCTION, THE STRUCTURAL SYSTEM, THE LIGHTING FIXTURES, THE SPRINKLERHEADS/MAINS, AND THE PLUMBING PIPES. ROUTE DUCTWORK AND PIPING AS HIGH AS POSSIBLE.LOCATE TERMINAL UNITS BETWEEN STRUCTURAL BEAMS AND MAINTAIN PROPER SERVICE ACCESSCLEARANCES.

9. DO NOT INSTALL ANY NEW WORK DIRECTLY ABOVE ANY ELECTRICAL PANELS ANDTRANSFORMERS.

10. CIRCUIT NUMBERS SHOWN FOR EQUIPMENT WIRED TO EXISTING PANELBOARD(S) IS SHOWN FORDESIGN INTENT ONLY AND MAY NOT CORRESPOND TO ACTUAL CIRCUIT BREAKER MOUNTING POSITIONIN THE PANEL. UPDATE THE AS-BUILT DRAWINGS WITH THE ACTUAL CIRCUIT NUMBERS USED TOCORRESPOND TO THE PANEL DIRECTORY.

13. CONFIRM ALL LABELS AND ROOM NUMBERS WITH OWNER PRIOR TO FINALIZING LABELING ANDPROGRAMMING.

14. CONNECT TO EXISTING POWER MONITORING SYSTEM FOR EACH NEW GENERATOR, UPS,SWITCHBOARD, AND PSG SECTION.

ABBREVIATIONSA AMPEREAC ARMOR CLAD CABLEAFCI ARC-FAULT CIRCUIT INTERRUPTINGAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHJ AUTHORITY HAVING JURISDICTIONAHU AIR HANDLING UNITAIC AMPERE INTERRUPTING CAPACITYAL ALUMINUMAM AMMETERANN ANNUNCIATORANSI AMERICAN NATIONAL STANDARDS INSTITUTEATS AUTOMATIC TRANSFER SWITCHAV AUDIO VISUALAWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEMBDF BUILDING DISTRIBUTION FRAMEBFC BELOW FINISHED CEILINGBFG BELOW FINISHED GRADEBKBD BACKBOARDBKR BREAKERBPS BOLTED PRESSURE SWITCH

C CONDUITCAT CATALOGCATV CABLE ANTENNA TELEVISIONCB CIRCUIT BREAKERCCTV CLOSED CIRCUIT TELEVISIONCEC CHICAGO ELECTRICAL CODECKT CIRCUITCLG CEILINGCM CONSTRUCTION MANAGERCO COMPANYCOAX COAXIALCT CURRENT TRANSFORMERCTTS CLOSE TRANSITION TRANSFER SWITCHCU COPPER

DC DIRECT CURRENTDHCP DYNAMIC HOST CONFIGURATION PROTOCOL

DEVICE SUBSCRIPTSII ROMAN NUMERAL INDICATES QUANTITY OF GANGED DEVICES UNDER COMMON FACEPLATEa LOWER CASE LETTER(S) INDICATES MULTI SWITCH CONTROL ARRANGEMENT7 NUMERAL INDICATES BRANCH CIRCUIT NUMBERA WITH AUXILIARY CONTACTSB REMOVE DEVICE AND INSTALL BLANK COVERPLATEBF BLANK FACE GFCIBS ITEM CONTROLLED BY BED STOP RELAYC ITEM INSTALLED FLUSH IN CEILINGC* CONTROL POINT IDENTIFIER (*INDICATES CONTROL NUMBER)D 120 VOLT DISCONNECT SWITCH ARRANGEMENTE EXISTING BACKBOX TO REMAIN AND BE REUSEDEN EXISTING LOCATION NEW DEVICEEO EQUIPMENT SUPPLIED BY OWNEREQ ITEM INSTALLED IN EQUIPMENTER EXISTING TO BE REMOVEDERL EXISTING TO BE RELOCATEDEX EXISTINGFL ITEM INSTALLED FLUSH IN FLOORGFCI GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLEGFI GROUND FAULT CIRCUIT INTERRUPTING BREAKER PROTECTEDGFP FEED THROUGH GROUND FAULT CIRCUIT INTERRUPTING PROTECTEDH HORIZONTALLY MOUNTEDHA HIGH ABUSE COVERPLATEHG HOSPITAL GRADEIG ISOLATED GROUND RECEPTACLEK KEY OPERATEDL LOCATOR STYLE SWITCH OPERATING HANDLELV LOW VOLTAGEM MULLION MOUNTEDM* MONITORING POINT IDENTIFIER (*INDICATES MONITORING POINT)NL NIGHT LIGHT RECEPTACLENLG NIGHT LIGHT GFCI RECEPTACLEP PILOT TYPE SWITCH OPERATING HANDLEPP FOR AUTO DOOR PUSH PLATEQ QUAD (DOUBLE DUPLEX) DEVICES SURFACE MOUNTEDSG SAFETY GROUNDING RECEPTACLESP SURGE PROTECTOR RECEPTACLESW SPLIT WIRED RECEPTACLE FOR REMOTE SWITCHINGTR TAMPER RESISTANTUSB USB PORT CHARGING RECEPTACLEW ITEM INSTALLED 3'-8" AFF OR AS DETAILEDWG WIRE GUARDWP WEATHERPROOFWPS WEATHERPROOF SPRING COVERZ* DEVICE ZONE IDENTIFIER (* INDICATES ZONE NUMBER)

DRAWING NOTES AND DESIGNATIONS

EQUIPMENT DESIGNATIONSEQUIPMENT NAME

TYPE

BRANCH

SEQUENCE NUMBER

NUMBERS IN SEQUENCE - 1,2,3, ETC.

ATSF AUTOMATIC TRANSFER SWITCH, FIRE PUMPATSS AUTOMATIC TRANSFER SWITCH, LIFE SAFETY (NEC 517)ATSC AUTOMATIC TRANSFER SWITCH, CRITICAL (NEC 517)ATSE AUTOMATIC TRANSFER SWITCH, EQUIPMENT (NEC 517)ATSX AUTOMATIC TRANSFER SWITCH, X-RAYATSM AUTOMATIC TRANSFER SWITCH, MIXED EXISTINGATSS AUTOMATIC TRANSFER SWITCH, STANDBY (NEC 701)ATSO AUTOMATIC TRANSFER SWITCH, OPTIONAL (NEC 702)BPS BOLTED PRESSURE SWITCHCB CIRCUIT BREAKERCRT FIRE ALARM CRT ANNUNCIATORDS UNFUSED DISCONNECT SWITCHDT DAY TANKEC ELEVATOR CONTACTORFAP FIRE ALARM ANNUNCIATORFATC FIRE ALARM TERMINAL CABINETFDS FUSED DISCONNECT SWITCHFPU FIELD PROCESSING UNITGC GENERAL PURPOSE CONTACTORIDRS INTEGRATED DATA CENTER RACK SYSTEMIEC INTERCOM EQUIPMENT CABINETIPC INTEGRATED POWER CENTERLC LIGHTING CONTACTORLRC LIGHTING RELAY CABINETLVS LOW VOLTAGE POWER SWITCHGEARMCCE MOTOR CONTROL CONTER, EQUIPMENT (NEC 517)MCCN MOTOR CONTROL CENTER, NORMALMCCO MOTOR CONTROL CENTER, OPTIONAL (NEC 702)MCCS MOTOR CONTROL CENTER, STANDBY (NEC 701)MMC MODULAR METER CENTERMS METER SOCKETMTSS MANUAL TRANSFER SWITCH, STANDBY (NEC 701)MTSO MANUAL TRANSFER SWITCH, OPTIONAL (NEC 702)MVR MEDIUM VOLTAGE REGULATORMVS MEDIUM VOLTAGE SWITCHGEARNEC NURSE CALL EQUIPMENT CABINETPBL PLUG-IN BUSWAY LIGHTINGPBP PLUG-IN BUSWAY POWERPSS PRIMARY SUBSTATIONPSU PATIENT SERVING UNITPSWGR PARALLELING SWITCHGEARRUPS ROTARY HYBRID UNINTERRUPTIBLE POWER SUPPLYSFP SURGICAL FACILITY PANELT TRANSFORMERTBTP TELECOMMUNICATION BACKBONE TERMINATION PANELTDTP TELECOMMUNICATION DEVICE TERMINATION PANELTMGR TELECOMMUNICATION MAIN GROUND BUSTMGB TELECOMMUNICATION ROOM GROUND BUSTC TIME CLOCKTVSS TRANSIENT VOLTAGE SURGE SUPPRESSORUPS UNINTERRUPTIBLE POWER SUPPLYUSSHV UNIT SUBSTATION AT 480Y/277 SECONDARY VOLTAGEUSSLV UNIT SUBSTATION AT 208Y/120 SECONDARY VOLTAGE

R RADIOLOGY

SWBD

SWBD-R UPS 2

PANELBOARDS DESIGNATIONS

LEVEL

AREA

TYPE

BRANCH

SEQUENCE NUMBER

NUMBERS IN SEQUENCE - 1,2,3, ETC.

UPS

R RADIOLOGY

I ISOLATED PANELBOARDK KITCHEN PANELBOARDL LIGHTING AND APPLIANCE PANELBOARDO OPERATING ROOM PANELBOARDP POWER DISTRIBUTION PANELBOARDX X-RAY PANELBOARD

B BASEMENT LEVEL1 LEVEL 012 LEVEL 023 LEVEL 03

4 P E L 1

BRANCH VOLTAGE DROP

CONDUCTOR AWG #12 #10 #8

MAXIMUM CONDUCTOR LENGTH AT 120V 95 160 245MAXIMUM CONDUCTOR LENGTH AT 277V 225 375 565MAXIMUM CONDUCTOR LENGTH AT 208V 1 PH. 170 280 425MAXIMUM CONDUCTOR LENGTH AT 480V 1 PH. 390 650 985GROUND CONDUCTOR AWG #12 #10 #8

NOTES:

1. INCREASE BRANCH CIRCUIT CONDUCTOR AS INDICATED.

2. BASED ON 20A CIRCUIT LOADED TO 10A USING SINGLE PHASE, 2 WIRE CIRCUITS.

3. SCHEDULE REPRESENTS MINIMUM CONDUCTOR SIZE BASED ON LENGTH OF BRANCHCIRCUIT CONDUCTOR FROM PANEL TO PHYSICAL CENTER OF LOAD TO OVERCOMEVOLTAGE DROP. 3% VOLTAGE DROP ASSUMED.

4. TRANSITION FROM LARGER CONDUCTOR SIZE TO #12 FOR FINAL TERMINATION TOOUTLET DEVICE. PROVIDE JUNCTION BOX WITHIN 10' OF OUTLET. EXTEND #12CONDUCTOR TO OUTLET.

CABLE ROUTING NOTESX

DRAWING KEYED NOTESX

LAB EQUIPMENT TAGXXX

SYMBOL WITH TAIL INDICATES WALL INSTALLATION, HEIGHT AS INDICATED

SYMBOL WITH DASHED OUTLINE INDICATES INSTALLATION AT CEILING

FEEDER DESIGNATION300/4

EXISTING EQUIPMENT DESIGNATION(E) XXX

X

NEW EQUIPMENT DESIGNATION

EQUIPMENT DESIGNATION NUMBER

X

ABBREVIATIONSUPS UNINTERRUPTIBLE POWER SUPPLYUSS UNIT SUBSTATIONUTP UNSHIELDED TWISTED PAIR

V VOLTVAV VARIABLE AIR VOLUMEVM VOLTMETERVolP VOICE OVER INTERNET PROTOCOLVPI VACUUM-PRESSURE IMPREGNATEDVSD VARIABLE SPEED DRIVE

W WATTWAN WIDE AREA NETWORKWAP WIRELESS ACCESS POINTWLAN WIRELESS LOCAL AREA NETWORKWP WEATHERPROOF

XFMR TRANSFORMER

TERM TERMINALTEL TELEPHONETGB TELECOMMUNICATIONS GROUNDING

BUS BARTHD TOTAL HARMONIC DISTORTIONTMGB TELECOMMUNICATIONS MAIN GROUNDING BUS BARTR TELECOM ROOMTRANS TRANSITIONTSER TELECOMMUNICATIONS SERVICE ENTRANCE

ROOMTTC TELEPHONE TERMINAL CABINETTV TELEVISIONTVSS TRANSIENT VOLTAGE SURGE SUPPRESSIONTYP TYPICAL

UC UNDER COUNTERUG UNDERGROUNDUNO UNLESS NOTED OTHERWISE

GEN GENERATORGFCI GROUND FAULT CIRCUIT INTERRUPTINGGFI GROUND FAULT INTERRUPTINGGFR GROUND FAULT RELAYGFRT GROUND FAULT RELAY TEST PANELGND GROUND

HCT HARMONIC CONDITIONING TRANSFORMERHF HARMONIC FILTERHFT HARMONIC FILTER WITH INTEGRAL

TRANSFORMERHID HIGH INTENSITY DISCHARGEHOA HAND OFF AUTOHP HORSEPOWERHST HARMONIC SUPPRESSION TRANSFORMERHSKPG HOUSEKEEPINGHTR HEATERHV HIGH VOLTAGEHZ HERTZ (CYCLES/SECOND)

ICC INTERMEDIATE CROSS CONNECTID INSIDE DIAMETERIDF INTERMEDIATE DISTRIBUTION FRAMEIMC INTERMEDIATE METAL CONDUITIP INTERNET PROTOCOLIPS IMAGES PER SECONDiSCSI INTERNET SMALL COMPUTER SYSTEM

INTERFACEIR INFRARED

JB JUNCTION BOX

KO KNOCK OUTKV KILOVOLTKVA KILOVOLT AMPEREKW KILOWATTKWH KILOWATT HOUR

LA LIGHTNING ARRESTORLAN LOCAL AREA NETWORKLCD LIQUID CRYSTAL DISPLAYLED LIGHT EMITTING DIODELS LIFE SAFETYLTD LONG TIME DELAYLTG LIGHTINGLV LOW VOLTAGE

MAG MAGNETICMAN MANUALMAX MAXIMUMMATV MASTER ANTENNA TELEVISIONMb MEGABITMC METAL CLAD CABLE

MCA MINIMUM CIRCUIT AMPERESMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMCS MOLDED CASE SWITCHMCP MOTOR CIRCUIT PROTECTORMDF MAIN DISTRIBUTION FRAMEMDP MAIN DISTRIBUTION PANELBOARDMECH MECHANICALMER MAIN EQUIPMENT ROOMMFGR MANUFACTURERMFS MAIN FUSED SWITCHMGP MEDICAL GAS PANELMH MANHOLEMI MINERAL INSULATED CABLEMIC MICROPHONEMIN MINIMUMMLO MAIN LUGS ONLYMM MULTIMODEMOCP MAXIMUM OVERCURRENT PROTECTIONMTD MOUNTEDMTS MANUAL TRANSFER SWITCHMV MEDIUM VOLTAGE

N NEUTRALNA NOT APPLICABLENC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATIONNFPA NATIONAL FIRE PROTECTION ASSOCIATIONNIC NOT IN CONTRACTNO NORMALLY OPENNOC NETWORK OPERATIONS CENTERNTS NOT TO SCALE

OA OUTSIDE AIROC ON CENTEROCPD OVERCURRENT PROTECTIVE DEVICEOD OUTSIDE DIAMETEROH OVERHEAD

P POLEPA PUBLIC ANNOUNCEMENTPB PULLBOX/PUSHBUTTONPC PHOTO CELLPCU PACKAGED CONTROL UNITP/E PNEUMATIC- ELECTRICPH PHASEPNL PANELBOARDPLC PROGRAMMABLE LOGIC CONTROLLERPoE POWER OVER ETHERNETPRI PRIMARYPSU PATIENT SERVING UNITPT POTENTIAL TRANSFORMERPTZ PAN TILT ZOOMPVC POLYVINYL CHLORIDEPWR POWER

RAID REDUNDANT ARRAY OF INDEPENDENT DISKSRCP REFLECTED CEILING PLANSRCPT RECEPTACLERE REFER TOREF REFRIGERATORRF RADIO FREQUENCYRF RETURN FANRFID RADIO FREQUENCY IDENTIFICATION DEVICERGS RIGID GALVANIZED STEELRM ROOMRTLS REAL TIME LOCATION SYSTEMRUPS ROTARY HYBRID UNINTERRUPTIBLE POWER

SUPPLYSCHED SCHEDULESEC SECONDARYSF SUPPLY FANSFL SUB FEED LUGSSFP SURGICAL FACILITY PANELSH SHEETSM SINGLE MODESP SINGLE POLESPDT SINGLE POLE DOUBLE THROWSPST SINGLE POLE SINGLE THROWSPC SPACESPEC SPECIFICATIONSPKR SPEAKERSPR SPARESS STAINLESS STEELST SHUNT TRIPSTD SHORT TIME DELAYSTP SHIELDED TWISTED PAIRSTR STARTERSWBD SWITCHBOARDSWGR SWITCHGEARSYM SYMMETRICAL

TB TERRA BYTESTBB TELECOMMUNICATIONS BONDING BACKBONETC TERMINAL CABINET

UPS UNINTERRUPTIBLE POWER SUPPLYUSS UNIT SUBSTATIONUTP UNSHIELDED TWISTED PAIR

V VOLTVAV VARIABLE AIR VOLUMEVM VOLTMETERVolP VOICE OVER INTERNET PROTOCOLVPI VACUUM-PRESSURE IMPREGNATEDVSD VARIABLE SPEED DRIVE

W WATTWAN WIDE AREA NETWORKWAP WIRELESS ACCESS POINTWLAN WIRELESS LOCAL AREA NETWORKWP WEATHERPROOF

XFMR TRANSFORMER

ABBREVIATIONS

DIA DIAMETERDIV DIVISIONDN DOWNDO DRAWOUTDPDT DOUBLE POLE DOUBLE THROWDPST DOUBLE POLE SINGLE THROWDS DISCONNECT SWITCHDSP DIGITAL SIGNAL PROCESSORDWG DRAWINGDVD DIGITAL VERSATILE DISCDVR DIGITAL VIDEO RECORDERDVS DIGITAL VIDEO SURVEILLANCEDWG DRAWING

EA EACHEF EXHAUST FANEGS ENGINE-GENERATOR SETELEC ELECTRICELEV ELEVATOREMT ELECTRICAL METALLIC TUBINGEO EQUIPMENT BY OWNEREOL END OF LINE DEVICEEPMS ELECTRIC POWER METER SYSTEMEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXH EXHAUSTEXP EXPLOSION PROOF

FA FIRE ALARMFACU FIRE ALARM CONTROL UNITFBO FURNISHED BY OWNERFI FILM ILLUMINATORFLR FLOORFLUOR FLUORESCENTFPS FRAMES PER SECONDFPU FIELD PROCESSING UNITFS FUSED SWITCHFTL FEED THRU LUGS

GA GAUGEGb GIGABITGE GROUNDING EQUALIZER CONDUCTOR

POWER QUALITY MONITOR

UPS-UNINTERRUPTIBLE POWER SUPPLY (SINGLE LINE DENOTATION)

PQM

EQUIPMENT CLEARANCE SPACE

UNINTERRUPTIBLE POWER SUPPLY

UPS REMOTE STATUS PANELRSP

SURGE PROTECTIVE DEVICESPD

LIGHTING/LIGHTING CONTROLS

LINE VOLTAGE, PHOTOELECTRIC CONTROL, 1'-0" ABOVE ROOF, AIMED NORTHPC

SINGLE POLE SWITCH, 3'-8" AFF

EMERGENCY LIGHTING BATTERY UNIT

LED FLOOD LIGHT

EMERGENCY POWER OUT STATIONEPO

LIGHTING BRANCH CIRCUITS

LOWER CASE LETTER(S) INDICATE MULTI-SWITCH CONTROL ARRANGEMENT.a

WIRING DEVICESNEMA 5-20R GFCI DUPLEX RECEPTACLE IN WP BOX WITH WP COVER, 1'-6" AG

1100 Clark AvenueSt. Louis, Missouri 63102

T: 314.241.6250F: 314.241.2570

DALLAS, TX

CANNON DESIGN PROJECT NO. 03640.55

© CannonDesign 2016All rights reserved. No part of this document may be reproduced or utilized in any form, without prior written authorization by the Cannon Corporation

SEPT 8, 2017

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office ofConstructionand FacilitiesManagement

one eighth inch = one foot 16

84

0

B

A

C

D

E

F

three inches = one foot

6"

10

6"

one and one half inches = one foot

one inch = one foot

20

6"

6"

02

three quarters inch = one foot

one half inch = one foot

40

three eighths inch = one foot

40

04

8

one quarter inch = one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

DALLAS VAMC INSTALL EMPOWER FOR BUILDING 2JMEDICAL EQUIPMENT

of 20

2J

NOTES, LEGENDS, SYMBOLS ANDABBREVIATIONS

E0001TZ TCI

tingstrup

Text Box

1

ROOM "E"

ROOM "D"

VUTSRQPO

7

6

5

APPROXIMATE ROUTE FROMNEW SWITCHBOARD FEEDERTO NEW PANELS

8

UP TO LEVEL 3

PB

E0200CE0200A

E0200B


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

PIPE BASEMENT LEVEL POWER ANDSYSTEMS PLAN AREA A

E0200ATZ TCI

1/8" = 1'-0"1

PIPE BASEMENT LEVEL POWER AND SYSTEMS PLAN AREA A

GENERAL NOTES:A.FEEDER ROUTING IS SHOWN FOR DESIGN INTENT PURPOSES ONLYAND SHALL BE FIELD COORDINATED AND ADJUSTED AS REQUIRED.

B.PULL BOX SIZES AND LOCATIONS ARE SHOWN FOR DESIGN INTENTPURPOSE ONLY AND SHALL BE FIELD COORDINATED AND ADJUSTED ASREQUIRED. PULL BOXES ARE TO BE DETERMINED IN THE FIELD.

C.FEEDER SHALL FOLLOW ALONG BUSDUCT IN STACKED ELECTRICALROOMS UP THROUGH CEILING.

tingstrup

Text Box

2

ROOM "G"

ROOM "F"

APPROXIMATE ROUTE FROMNEW PARALLELINGSWITCHGEAR FEEDER TOTHE ATS-RUPS2

APPROXIMATE ROUTEFROM NEW SWITCHBOARDFEEDER TO NEW PANELS

VUTSRQPO

4

3

2

1.6

1.3

UP TO ATS-RUPS2

UP TO SWBD-REC3

UP TO LEVEL 3

PB

PB

PB

TRANSITION FROMFUNCTIONAL BASEMENTLEVEL

STACKEDVERTICALLY

1

TO ATS 2-CP-16

E0200CE0200A

E0200B

PB

PB


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

PIPE BASEMENT LEVEL POWER ANDSYSTEMS PLAN AREA B

E0200BTZ TCI

1/8" = 1'-0"1

PIPE BASEMENT LEVEL POWER AND SYSTEMS PLAN AREA B

GENERAL NOTES:A.FEEDER ROUTING IS SHOWN FOR DESIGN INTENT PURPOSESONLY AND SHALL BE FIELD COORDINATED AND ADJUSTED ASREQUIRED.

B.PULL BOX SIZES AND LOCATIONS ARE SHOWN FOR DESIGNINTENT PURPOSE ONLY AND SHALL BE FIELD COORDINATED ANDADJUSTED AS REQUIRED. PULL BOXES ARE TO BE DETERMINEDIN THE FIELD.

C.FEEDER SHALL FOLLOW ALONG BUSDUCT IN STACKEDELECTRICAL ROOMS UP THROUGH CEILING.

KEYED NOTES :1.VLAN NETWORK PATCH PANEL LOCATED IN FIRST FLOORTELECOMMUNICATION ROOM IN THIS LOCATION ABOVE.ROUTE NEW EPMS CABLES TO THIS LOCATION, TEST ANDTERMINATE AT SPARE PORTS ON THE PATCH PANEL.

tingstrup

Text Box

3

NMLKJ

7

6

5

4

3

2

1.6

1.3

8

9

HGFEDCBA

PB

STACKEDVERTICALLY

TO ATS 2-CP-16

E0200A

E0200BE0200C

UP TO ATS 2-CP-16

1

PB

PBPBPB

2 APPROXIMATE ROUTE FROM NEWPARALLELING SWITCHGEAR TO ATS 2-CP-16

APPROXIMATE ROUTE OF EXISTINGCHILLED WATER PUMP FEEDER.

E0403

1


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

PIPE BASEMENT LEVEL POWER ANDSYSTEMS PLAN AREA C

E0200CTZ TCI

1/16" = 1'-0"1

PIPE BASEMENT LEVEL POWER AND SYSTEMS PLAN AREA C

GENERAL NOTES:A.FEEDER ROUTING IS SHOWN FOR DESIGN INTENT PURPOSES ONLY AND SHALL BEFIELD COORDINATED AND ADJUSTED AS REQUIRED.

B.PULL BOX SIZES AND LOCATIONS ARE SHOWN FOR DESIGN INTENT PURPOSE ONLYAND SHALL BE FIELD COORDINATED AND ADJUSTED AS REQUIRED. PULL BOXESARE TO BE DETERMINED IN THE FIELD.

KEYED NOTES :1.INTERCEPT AND SPLICE EXISTING CHILLED WATER PUMP FEEDER. PROVIDENEW PULL BOX.

2.DEMOLISH EXISTING CHILLED WATER PUMP FEEDER BACK TO SUBSTATIONA.

tingstrup

Text Box

4

E0401

1

E0402

3

E0401

2

UTSRQPONMLKJ

7

6

5

4

3

2

1.6

1.3

0

8

9

1

955 SF

ROOM BB

250A

2355 SF

ROOM BB

250

2936 SF

ROOM BB

260

HGFE

5660 SF

ELECTRICALSUBSTATION

BA-140

DCBA

10503 SF

NORTH MAINMECHANICAL

ROOM

E0403

2

1

1

E0403

E0403

3


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

FUNCTIONAL BASEMENT LEVELPOWER AND SYSTEMS PLAN

E0201TZ TCI

1" = 20'-0"1

FUNCTIONAL BASEMENT LEVEL POWER AND SYSTEMS PLAN

KEYED NOTES :1.VLAN NETWORK PANEL LOCATED IN THISTELECOMMUNICATION ROOM.

tingstrup

Text Box

5

UP

UP

UP

UP

242 SF

ELECTRICALRM.

3-4B

254 SF

ELECTRICALRM.

3-5B

252 SF

ELECTRICALRM

3-7B

262 SF

ELECTRICALRM.

3-6B

E0402

1

E0402

2

WV

UTSRQ

7

6

5

4

3

2

1.6

1.3

8

9

1


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

LEVEL 03 POWER AND SYSTEMS PLAN

E0203TZ TCI

1/16" = 1'-0"1

LEVEL 03 POWER AND SYSTEMS PLAN

tingstrup

Text Box

6

J

J

PC

J

NEW DIESELGENERATORLOCATION

DT DT DTDTDTEX EX EX EX EX

EX EX

EX

EX EX

EX EX EXEX

EX

EX

EX

EX

EXEXEXEXEX

EX EX

EX EX EX EX

GEN 2 GEN 3 GEN 4 GEN 5

CAT GEN 1MODEL 3508700KW/875KVA(TYPICAL)

QPO

1.6

1.3

0

APPROXIMATE ROUTE FORGENERATOR FEEDER,GROUNDING ELECTRODE, ANDCONTROL CONDUITS TO THEEXISTING PARALLELINGSWITCHGEAR

1

EX

EX

EX

EX

EX

BGLEC EX

BGHEC EX

BGTEC2

BGTEC

BGLECBRK#2

BGLECBRK#4

BGLECBRK#6

BGLECBRK#8

BGLECBRK#10

GENERATORFUELCONTROL

PUMP 1 & 2MOTORSTARTER

MCB11 EXP01

2

6

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

GROUND

2RAD2

2RAD1

2RAD3

2RAD5

2RAD4

COMMUNICATION CONDUIT

BAT

JWH

LOH

STACKEDVERTICALLY

12

14

19,21

NEW PIPE RACK. SEE STRUCTURAL DRAWING S0102 FORDETAILS.

7

PB

10

G

G

G G

3

E0401

11

EXISTING PIPING SUPPORT

BAS

EX

1515

14 14

EPO WP

a

12

WP

1

1

1

1 a

a

a

1

1 1616

17

1818

19

NEW SWITCHGEARLOCATIONASCO 4000 AMP480Y/277V, 3 PHASE,4W,

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

2

1.6

1

LSDP

5

4

RELOCATE GEN-5 WATER ANDOIL SENSOR AND 1"C TOACCOMMODATE NEW SECTION

TRANSITIONDOWN TO PIPEBASEMENT

TOP HAT

TO

P H

AT

EX

4

4

4

4

(3) STACKEDVERTICALLY

24V DCBATTERY

8

(4) STACKEDVERTICALLY

3

3

16,18BATTERYCHARGER

9

13


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

ENLARGED PLANS

E0401TZ TCI

1/4" = 1'-0"1

GENERATOR ROOM 250 AND AREA WAY

1/4" = 1'-0"2

SWITCHGEAR ROOM 250A

KEYED NOTES :1.NEW SWITCHGEAR SECTION AS EXTENSION TO EXISTING PARALLELING SWITCHGEAR. SEEE0521. EXTEND EXISTING CONCRETE PAD.

2.PROVIDE NEW GENERATOR TO MATCH PITCH OF EXISTING GENERATORS. NEW GENERATORTO BE IN WEATHER PROOF, SOUND ATTENUATED ENCLOSURE WITH SUB BASE BELLY FUELTANK.

3.PROVIDE NEW STEEL SUPPORTS FOR THE FEEDER AND COMMUNICATION CONDUIT.

4.USE EXISTING RACK FOR SUPPORT OF NEW FEEDER AND COMMUNICATION CONDUIT.

5.NEW TOP HAT TO MATCH HEIGHT OF EXISTING TOP HAT.

6.FEEDER AND COMMUNICATION CONDUIT TO FOLLOW NEXT TO EXISTING GENERATOR FEEDERFOR ROOM TRANSITION.

7.RELOCATE EXISTING FA BOX, FA CABLES AND CONDUIT AS NEEDED.

8.NEW STATION BATTERY SYSTEM INCLUDING BATTERY CHARGER. WIRE FROM THE STATIONBATTERY INTO THE EXISTING CONTROL POWER CIRCUIT WITHIN THE PARALLELINGSWITCHGEAR. 2#6 AWG 1"C.

9.PROVIDE CORE TO PIPE BASEMENT. PROVIDE FEEDER TO RUPS2, ATS 2-CHP-16 AND FIVEADDITIONAL 4" RGS STUBS. CAP FOR FUTURE USE.

10.BOND NEW GENERATOR GROUNDING ELECTRODE TO EXISTING BUILDING GROUNDINGELECTRODE SYSTEM AT THE CEILING.

11.CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR DISCONNECT SWITCH ANDASSOCIATED CONDUITS, ETC WHILE STEEL SUPPORT STRUCTURE IS BEING REPLACED.ATTACH DISCONNECT SWITCH TO NEW STEEL SUPPORT STRUCTURE.

12.NEW GENERATOR EPO.

13.TIE BATTERY CHARGER GENERAL TROUBLE ALARM INTO THE PARALLELING SWITCHGEARALARM SYSTEM.

14.WEATHER PROOF DOUBLEHEAD LED FLOOD LIGHT MOUNTED TO STEEL SUPPORT AT 10'.WIRE TO 120V CIRCUIT SHOWN. CONTROL BY NEW SWITCH AND PHOTOCELL SHOWN.COORDINATE EXACT LOCATION AND MOUNTING OF FLOOD LIGHTS, PHOTOCELL AND SWITCHIN THE FIELD. SUBMIT PRODUCT FOR APPROVAL PRIOR TO RELEASE.

15.WEATHER PROOF LED EMERGENCY BATTERY UNIT MOUNTED TO EXTERIOR OF GENERATORENCLOSURE AND WIRED AHEAD OF SWITCH LEG TO 120V CIRCUIT SHOWN. SUBMIT PRODUCTFOR APPROVAL PRIOR TO RELEASE.

16.GFCI RECEPTACLE IN A WEATHER PROOF ENCLOSURE MOUNTED TO EXTERIOR OFGENERATOR ENCLOSURE AND WIRED AHEAD OF SWITCH LEG TO 120V CIRCUIT SHOWN.RECEPTACLE TO HAVE WHILE IN USE ENCLOSURE.

17.CONCRETE BELOW GENERATOR TO BE REMOVED AND REPLACED REFER TO STRUCTURALDETAIL 3/S0001. CONTRACTOR TO COORDINATE GENERATOR ANCHORING DETAILS ANDLOCATION WITH MANUFACTURER.

18.GENERATOR TO BE SECURED IN PLACE BEFORE NEW STRUCTURAL SUPPORT IS INSTALLED.TEMPORARY SUPPORT ANY EXISTING SYSTEMS UNTIL NEW STRUCTURAL SUPPORT IS INPLACE. REFER TO DETAIL 3/E0403.

19.GENERATOR MANUFACTURER TO PROVIDE DAY TANK. DAY TANK TO BE WITHIN GENERATORFOOT PRINT WITH MINUMUM 4 HOUR RUN TIME. MANUFACTURER'S RESPONSIBILITY TO MEETLOCAL UL REQUIREMENTS.

1.EXTEND BRANCH CIRCUITS IN THIS AREA TO THE FOLLOWING BRANCH PANELBOARDS, UNLESSOTHERWISE NOTED:

120 / 208V PANELBOARDSBGLEC - NORMAL POWER

277 / 480V PANELBOARDSBGHEC - NORMAL POWER

BRANCH CIRCUIT NOTES :

1

1

GENERATOR ROOM TRANSITION OVERVIEW3

NTS

7

6

GENERAL NOTES:A.FEEDER ROUTING IS SHOWN FOR DESIGN INTENT PURPOSES ONLY AND SHALL BE FIELDCOORDINATED AND ADJUSTED AS REQUIRED.

B.PULL BOX SIZES AND LOCATIONS ARE SHOWN FOR DESIGN INTENT PURPOSE ONLYAND SHALL BE FIELD COORDINATED AND ADJUSTED AS REQUIRED. PULL BOXES ARETO BE DETERMINED IN THE FIELD.

C.ALL CONDUIT ROUTES THIS SHEET ARE OVERHEAD ROUTES UNLESS OTHERWISENOTED.

tingstrup

Text Box

7

PB

SBSBSB

3DLP

3DTP 3DTEQ 3DTEC3DLEC

3DTR3DLR3DHL

LV LIGHTING PANEL

3DHES

242 SF

ELECTRICALRM.

3-4B

ROOM "D"EX

EX

EX

EX

EX

EX EX

EX

EX

EX

EX

EX

S

3DRUPS2 3ERUPS2

3FLR

3FTR 3FHR3FHES 3FLEQ

3FTEQ

3FTP3FLP 3FLP23FHL3FLEC

3FTECRP-3F

262 SF

ELECTRICALRM.

3-6B

ROOM "F"

EX

EXEX EX

EX

EX

EX

EX

EX

EX

EXEX

EX

EX

EX

3GRUPS2

3FRUPS2

6

E0402

DPREQ REQ REC2 FESDFEC

FEQDFEQ

GEQ

GEC

RUPS1

NEW UPS AND ATS'S LOCATION

EX EX EX

EX EX EX

EX

EX

EX

EX EX

EX

EX

EX

EX

EX

EXEXEX

EXEXEX

EX

EX

EX EX

EX EXEX EX

EX

EXEX

EXFEC

USR 2000KVA

USF 2500KVA

LOA

D F

-7

LOA

D F

-14

3000A MCB D

IST

.

DIS

T.

LOA

D F

-7

LOA

D F

-14

4000A MCB

DIS

T.

DIS

T.

DIS

T.

UPS

CO

NT

RO

LLIX

CA

PA

CIT

OR

S

UTS

2

1.6

1.3

SWBD-RUPS2

ATS-RUPS2

TRANSITION DOWN TOPIPE BASEMENT LEVEL

RUPS2

UPS

PB

1

1

1

EPO3

RSP3FRUPS2 3GRUPS2

JB

JB

ERL

ERL

JB

ERL

JBERL

2

2

(4)#2/0, (1)#6G-2"C

(3)#1,1#8G,1-1/2"C


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

ENLARGED PLANS

E0402TZ TCI

1/4" = 1'-0"1

LEVEL 03 ELECTRICAL ROOM 3-4B 1/4" = 1'-0"

2LEVEL 03 ELECTRICAL ROOM 3-6B

1/4" = 1'-0"3

FUNCTIONAL BASEMENT LEVEL ELECTRICAL ROOM 260

1/4" = 1'-0"6

ROOM 3-6B WALL SECTION VIEW NEW 1/4" = 1'-0"

5ROOM 3-6B WALL SECTION VIEW DEMO

KEYED NOTES :1.RELABEL ALL INSTANCES OF 'RUPS' TO RUPS1.

2.JUNCTION BOX TO BE REMOVED AND RELOCATED AS NECESSARY TOALLOW SPACE FOR NEW PANELS. EXTEND EXISTING FEEDERS TO ANDFROM THE ADJACENT PANEL AND TRANSFORMER AS REQUIRED. VERIFYSIZES OF CONDUCTORS AND CONDUIT PRIOR TO WORK.

3.NEW UPS EPO.

ROOM 3-6B OVERVIEW7

NTS

2

2

A.FEEDER ROUTING IS SHOWN FOR DESIGN INTENT PURPOSESONLY AND SHALL BE FIELD COORDINATED AND ADJUSTED ASREQUIRED.

B.ALL CONDUIT ROUTES THIS SHEET ARE OVERHEAD ROUTESUNLESS OTHERWISE NOTED.

GENERAL NOTES:

tingstrup

Text Box

8

4

3

G

UNITSUBSTATION

"USA"

ATS-AES

ATS-AEC

ATS-AEQ

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

ATS 2-CHP-16

1

TRANSITION DOWNTO PIPE BASEMENT

7

D

2-CHP-16

2-CHP-16VSD

EX EX

PO

0

1


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

ENLARGED PLANS

E0403TZ TCI

1/4" = 1'-0"2

PARTIAL ELECTRICAL SUBSTATION ROOM BA-140

GENERAL NOTES:A.FEEDER ROUTING IS SHOWN FOR DESIGN INTENT PURPOSES ONLY AND SHALL BEFIELD COORDINATED AND ADJUSTED AS REQUIRED.

B.PULL BOX SIZES AND LOCATIONS ARE SHOWN FOR DESIGN INTENT PURPOSE ONLYAND SHALL BE FIELD COORDINATED AND ADJUSTED AS REQUIRED. PULL BOXES ARETO BE DETERMINED IN THE FIELD.

C.ALL CONDUIT ROUTES THIS SHEET ARE OVERHEAD ROUTES UNLESS OTHERWISENOTED.

KEYED NOTES :1.VLAN NETWORK PATCH PANEL LOCATED IN THISTELECOMMUNICATION AREA.

1/4" = 1'-0"1

PARTIAL NORTH MAIN MECH ROOM

1/4" = 1'-0"3

PROPOSED GENERATOR INSTALLATION PATH

tingstrup

Text Box

9

FUNCTIONAL BASEMENT LEVEL

LEVEL 01

LEVEL 02

LEVEL 04

LEVEL 01

LEVEL 02

LEVEL 04

INTERIOREXTERIOR INTERIOR EXTERIOR

PIPE BASEMENT LEVEL

LEVEL 03 LEVEL 03

LEVEL 05 LEVEL 05


PIPE BASEMENT LEVEL

LEVEL 06 LEVEL 06

LEVEL 07 LEVEL 07

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24G1 G2 G3 G4 G5 G6 METERING1 2 3 4 5 6

200A 200A 300A 200A 100A 100A

SP

AR

E

G

LSIA

G

LSIA

G

LSIA

G

LSIA

G

LSIA

G

LSIA

1600AF

1600AT

(0.9) 6.0P

SP

AR

E

2-RAD1 2-RAD2 2-RAD3 2-RAD4 2-RAD5

2-G1 2-G2 2-G3 2-G4 2-G5

AE

SR

E:

E05

25

AE

CR

E:

E05

25

AE

QR

E:E

0525

FIR

E P

UM

PR

E:

E05

25

7HA

RE

: E

0525

BE

CR

E:

E05

26

BE

QR

E:

E05

26

7HB

RE

: E

0526

CE

CR

E:

E05

27

CE

QR

E:

E05

27

7HC

RE

: E

0527

UP

SR

E:

E05

27

DE

CR

E:

E05

22

DE

QR

E:

E05

22

BE

SR

E:

E05

26

CE

SR

E:

E05

27

DE

SR

E:

E05

22

CH

1R

E:

E05

23

CH

2R

E:

E05

23

FE

CR

E:

E05

23

FE

QR

E:

E05

23

GE

CR

E:

E05

23

GE

QR

E:

E05

23

RE

CR

E:

E05

24

FE

SR

E:

E05

23

RE

C2

RE

: E

0524

RE

QR

E:

E05

24

FIRE PUMP

AEQ

AEC

LSDP

7HB

BEQ

BEC

7HA

UPS

7HC

CEQ

CEC

GENERATOR 1 CH2 GEQ SPARE

CH1 GEC REQ

DEQ FEQ REC2

DEC FEC RECGENERATOR 1

GENERATOR 2

GENERATOR 2

GENERATOR 3

GENERATOR 3

GENERATOR 4

GENERATOR 4

GENERATOR 5

GENERATOR 5

GENERATOR 6

GENERATOR 6

RUPS2

MASTERCONTROLCUBICLE

RU

PS

2R

E:

E05

24

1600

A M

.C.B

.

1600

A M

.C.B

.

1600

A M

.C.B

.

1600

A M

.C.B

.

1600

A M

.C.B

.

1600

A M

.C.B

.

1

1

2

3

800AF 800AF

800AF800AT(0.5)LSI5.0P

800AF800AT(1.0)LSI5.0P

800AF800AT

800AF800AT

800AF800AT

800AF800AT

800AF800AT

400AF300AT

800AF600AT

200AF150AT

800AF800AT

800AF800AT

400AF300AT

800AF400AT

1600AF1200AT

1600AF1200AT

1600AF1200AT

1600AF1200AT

1600AF1200AT

800AF600AT

800AF800AT

800AF600AT

1000AF850AT

1000AF850AT

800AF500AT

400AF200AT

800AF800AT

800AF800AT

800AF800AT

800AF600AT

800AF600AT

PR

EP

AR

ED

SP

AC

E

PR

EP

AR

ED

SP

AC

E

750KW/938KVA

PREPAREDSPACE

PREPAREDSPACE

ATS CHP-16

GENERATOR PARALLELING SWITCHGEAR "ESW"480/277 VOLT, 3 PHASE, 4 WIRE WITH 100% GROUND,4000 AMP BUS

HMI

PM800

EPO

GENERATORALARM

TOUCH PANEL

PARALLELCONTROLLER

PM800 PM800 PM800 PM800 PM800

GENERATORALARM

TOUCH PANEL

GENERATORALARM

TOUCH PANEL

GENERATORALARM

TOUCH PANEL

GENERATORALARM

TOUCH PANEL

GENERATORALARM

TOUCH PANEL

PARALLELCONTROLLER

PARALLELCONTROLLER

PARALLELCONTROLLER

PARALLELCONTROLLER

PARALLELCONTROLLER

EPO EPO EPO EPO EPO

5

5

EXISTING TOP HAT TOP HAT

4

3 SETS(TYP).

250KCMIL, 2"CRGS CONDUIT

NEW HOUSEKEEPING PAD EXTENSION

4

3 6

7 7 7 7 7

4Z

RGSA

TS

2-C

P-1

6R

E:

E05

25

1600AF1600AT(0.9)LSIA6.0P


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

POWER RISER DIAGRAMSPARALLELING SWITCHGEAR "ESW"

E0521TZ TCI

NTS1

SWITCHGEAR "ESW" ELEVATION

KEYED NOTES :1.PROVIDE NEW CIRCUIT BREAKER, METER, GENERATOR CONTROLS/TOUCH PANEL AND EPO WITHIN EXISTING PREPARED SPACE.

2.SOLIDLY GROUND GENERATOR. TIE INTO EXISTING BUILDINGGROUNDING ELECTRODE SYSTEM.

3.NEW VERTICAL SWITCHGEAR SECTION. MODIFY AND EXTEND EXISTINGBUS.

4.RELABEL SWITCHGEAR SECTION TO BE RUPS1.

5.CONNECT MONITORING INFORMATION FROM NEW EQUIPMENT. UPDATEHMI TO INCLUDE NEW ATS, PSG BREAKERS AND GENERATOR. PROVIDEALL HARDWARE AND SOFTWARE AS REQUIRED.

6.TIE NEW GENERATOR INTO THE EXISTING EPMS (SCHNEIDER) THRU THEVLAN NETWORK. ROUTE CAT 6 TO NEAREST TELECOMMUNICATIONROOM.

7.UPGRADE EXISTING PARALLELING SYSTEM CONTROLS AND HMI'S ASREQUIRED TO INCORPORATE THE NEW GENERATOR SET CONTROLS.

FEEDER DESIGNATIONS - COPPER CONDUCTOR EXISTING

FEEDER ID AMPS PHASE WIRES

(AWG) NEUTRAL WIRES

(AWG) GND (AWG) MIN. CONDUIT

SIZELEGACY FEEDER

DESIGNATION

20/4 20 (3)#12 (1)#12 #12 3/4 4A

30/4 30 (3)#10 (1)#10 #10 3/4 4B

50/4 50 (3)#8 (1)#8 #10 1 4C

65/4 65 (3)#6 (1)#6 #8 1-1/4 4D

85/4 85 (3)#4 (1)#4 #8 1-1/4 4E

115/4 115 (3)#2 (1)#2 #6 1-1/2 4F

130/4 130 (3)#1 (1)#1 #6 2 4G

150/4 150 (3)#1/0 (1)#1/0 #6 2 4H

175/4 175 (3)#2/0 (1)#2/0 #6 2 4J

200/4 200 (3)#3/0 (1)#3/0 #4 2-1/2 4K

230/4 230 (3)#4/0 (1)#4/0 #4 2-1/2 4L

255/4 255 (3)#250KCMIL (1)#250KCMIL #4 3 4M

285/4 285 (3)#300KCMIL (1)#300KCMIL #3 3 4N

310/4 310 (3)#350KCMIL (1)#350KCMIL #3 3-1/2 4P

335/3 335 (3)#400KCMIL #3 3-1/2 3R

335/4 335 (3)#400KCMIL (1)#400KCMIL #3 3-1/2 4R

380/4 380 (3)#500KCMIL (1)#500KCMIL #3 4 4S

400/4 400 (6)#3/0 (2)#3/0 (2)#3 (2)3 -1/2 4T

620/4 620 (6)#350KCMIL (2)#350KCMIL (2)#1 (2)3 -1/2 4U

780/4 780 (6)#500KCMIL (2)#500KCMIL (2)#1/0 (2)4 4V

800/4 800 (9)#300KCMIL (3)#300KCMIL (3)#1/0 (3)3 4W

1200/3 930 (12)#350KCMIL (3)#1/0 (3)3 4X

1500/3 1200 (12)#500KCMIL (3)#3/0 (3)4 4Y

1600/4 1500 (12)#500KCMIL (4)500KCMIL (4)#4/0 (4)4 4Z

tingstrup

Text Box

10


LEVEL 01

LEVEL 02

LEVEL 04

LEVEL 01

LEVEL 02

LEVEL 04


PIPE BASEMENT LEVEL

LEVEL 03 LEVEL 03

LEVEL 05 LEVEL 05


PIPE BASEMENT LEVEL

LEVEL 06 LEVEL 06

LEVEL 07 LEVEL 07

300A 150A

ATS-REQ

1AHR 1ALR

ATS-REC1

1AHRE 1ALRE

5ALRE 5BLRE 5CHR

5CHRE 5CLRE

7HLRE

5DHRE 5DLRE

3DLR

5ELRE

3EHR 3ELR 3EHRE

PANEL INROOM 3B-344

3FHR 3FLR 3GHR 3GLR 3GHRE 3GLRE

5GLRE IPUD IPUE IPUF IPUG IPUA IPUB IPUC

TO PANEL 3EHRE

70A 300A

ATS-REC2

400AF400AT

600AF600AT

800AF800AT

600AF600AT

600AF600AT

800AF800AT

225AF175AT

800AF800AT

800AF800AT

800AF800AT

RE: E0521RE: E0521RE: E0521

800AF800AT(1.0)LSIG6.0P

800AF800AT(1.0)LSI5.0PNC

800AF800AT(1.0)LSI5.0PNO

400AF400AT(1.0)LSI5.0P

ATS-RUPS2800A4P, OT

RE: E0521 TO PSG 'ESW'

500KW480Y/277V

3DRUPS2 3ERUPS2 3FRUPS2 3GRUPS2

UNIT SUBSTATION USR (SquareD QED2)3000A, 480Y/277V, 3 PHASE, 4W65KAIC

K

13.2KVFEEDER #7

13.2KV FEEDER #12

3000A

2000KVA

600A15KV

2

1 1SWBD-RUPS2800A, 480/277V 3 PHASE 4W65 KAIC

4U4P

4S4V4V 4P 4V 4X 4W

4X

4X

4X

4X

4V

4X

K1 K1

800ASPACE

800ASPACE

3 3

3 3 3 3 3 3 3 3

3 3

4 4PQM

3SPD

4W

4W

4T 4T 4T 4T

4W

5

SEE DETAIL 1/E0800 FOR MOREINFORMATION.

800AS4PNO

6

4W

4W

4W

RGS

RGS

RGS

RGS

RGS#2/0G, 1-1/2"C

800AF800AT(1.0)LSIG6.0P

7

400AF400AT(1.0)LSI5.0P

400AF400AT(1.0)LSI5.0P

400AF400AT(1.0)LSI5.0P

400AF400AT(1.0)LSI5.0PSPARE





T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

POWER RISER DIAGRAM R

E0524TZ TCI

KEYED NOTES :1.PROVIDE NEW CIRCUIT BREAKER WITHIN EXISTING SPACE.

2.NEW GENERATOR START CIRCUIT TO EXISTING PARALLELSWITCHGEAR MASTER CONTROL PANEL.

3.TIE THE CIRCUIT BREAKER TRIP UNITS AND THE SWITCHBOARDPOWER QUALITY METER INTO THE EPMS (SCHNEIDER) THRU THE VLANNETWORK. ROUTE CAT 6 TO NEAREST TELECOMMUNICATION ROOM.

4.KEY INTERLOCK K1 SHALL BE TWO LOCKS, ONE KEY.

5.ATS TO HAVE ASCO 72E COMMUNICATION MODULE. CAT 6 TO RUN TONEAREST TELECOMMUNICATION ROOM TO CONNECT TO THE EXISTINGEPMS (SCHNEIDER).

6.TIE UPS INTO THE EXISTING SCHNEIDER SYSTEM THRU THE VLANNETWORK. ROUTE CAT 6 TO NEAREST TELECOMMUNICATION ROOM.

7.SOLIDLY GROUND UPS SYSTEM. TIE INTO THE EXISTING GROUNDELECTRODE SYSTEM WITHIN ELECTRICAL ROOM 260.



(AWG) NEUTRAL WIRES


SIZELEGACY FEEDER

DESIGNATION

20/4 20 (3)#12 (1)#12 #12 3/4 4A

30/4 30 (3)#10 (1)#10 #10 3/4 4B

50/4 50 (3)#8 (1)#8 #10 1 4C

65/4 65 (3)#6 (1)#6 #8 1-1/4 4D

85/4 85 (3)#4 (1)#4 #8 1-1/4 4E

115/4 115 (3)#2 (1)#2 #6 1-1/2 4F

130/4 130 (3)#1 (1)#1 #6 2 4G

150/4 150 (3)#1/0 (1)#1/0 #6 2 4H

175/4 175 (3)#2/0 (1)#2/0 #6 2 4J

200/4 200 (3)#3/0 (1)#3/0 #4 2-1/2 4K

230/4 230 (3)#4/0 (1)#4/0 #4 2-1/2 4L

255/4 255 (3)#250KCMIL (1)#250KCMIL #4 3 4M

285/4 285 (3)#300KCMIL (1)#300KCMIL #3 3 4N

310/4 310 (3)#350KCMIL (1)#350KCMIL #3 3-1/2 4P

335/3 335 (3)#400KCMIL #3 3-1/2 3R

335/4 335 (3)#400KCMIL (1)#400KCMIL #3 3-1/2 4R

380/4 380 (3)#500KCMIL (1)#500KCMIL #3 4 4S

400/4 400 (6)#3/0 (2)#3/0 (2)#3 (2)3 -1/2 4T

620/4 620 (6)#350KCMIL (2)#350KCMIL (2)#1 (2)3 -1/2 4U

780/4 780 (6)#500KCMIL (2)#500KCMIL (2)#1/0 (2)4 4V

800/4 800 (9)#300KCMIL (3)#300KCMIL (3)#1/0 (3)3 4W

1200/3 930 (12)#350KCMIL (3)#1/0 (3)3 4X

1500/3 1200 (12)#500KCMIL (3)#3/0 (3)4 4Y

1600/4 1500 (12)#500KCMIL (4)500KCMIL (4)#4/0 (4)4 4Z

tingstrup

Text Box

11


LEVEL 01

LEVEL 02

LEVEL 04

LEVEL 01

LEVEL 02

LEVEL 04


PIPE BASEMENT LEVEL

LEVEL 03 LEVEL 03

LEVEL 05 LEVEL 05


PIPE BASEMENT LEVEL

LEVEL 06 LEVEL 06

LEVEL 07 LEVEL 07

BALMBAHM BAHS

1AHL

3AHL

5AHL

1ALP

3ALP

5ALP

CTBCENTRAL TAP BOX

CTBCENTRAL TAP BOX

CTBCENTRAL TAP BOX

5AHEC 5ALEC

3ALEQ

CTBCENTRAL TAP BOX

5AHEQ 5ALEQ

BAHDM BALSBALP

CTBCENTRAL TAP BOX

1AHES 1ALES

BFHES

3AHES

5AHES 5ALES

600A 125A

ATS-AEQ

CTBCENTRAL TAP BOX

J

7HA

ELEV S8 ELEV S10 ELEV S12

ELEV S9 ELEV S11

ATS 7HA

1ALP1

3ALP1

5ALP1

1AHEC 1ALEC 1ALEC1

3AHEC 3ALEC 3ALEC1

1AHEQ 1ALEQ

ATS-AES ATS-AEC

400A 125A

TO CHP7 TO CHP8

BAHEQ BALEQ

800A 400A 100A 150A 800A 400A 800A 600A 1000A 800A 200A

800AT600AT(0.66)LSIG6.0P

RE

: E

0521

RE

: E

0521

RE: E0521

RE: E0521

4F

4F

4F

4X 4X

4P

4X

4F4H

4U

4D

4K

4K

4K

4Y

4Y

4Y

4Y

4Y

4Y

4K

4Y

4U

ATS 2-CP-16400A, 3POT

TO PSG 'ESW'RE: E0521

UNIT SUBSTATION USA4000A, 480Y/277V, 3 PHASE,4W

K

13.2KV FEEDER #13

4000A

2500KVA

600A15KV

13.2KV FEEDER #6

3R

2-CHP-16VSD

3R

3R

3 4

1

5

2

SPLICE


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

POWER RISER DIAGRAM A

E0525TZ TCI



(AWG) NEUTRAL WIRES


SIZELEGACY FEEDER

DESIGNATION

20/4 20 (3)#12 (1)#12 #12 3/4 4A

30/4 30 (3)#10 (1)#10 #10 3/4 4B

50/4 50 (3)#8 (1)#8 #10 1 4C

65/4 65 (3)#6 (1)#6 #8 1-1/4 4D

85/4 85 (3)#4 (1)#4 #8 1-1/4 4E

115/4 115 (3)#2 (1)#2 #6 1-1/2 4F

130/4 130 (3)#1 (1)#1 #6 2 4G

150/4 150 (3)#1/0 (1)#1/0 #6 2 4H

175/4 175 (3)#2/0 (1)#2/0 #6 2 4J

200/4 200 (3)#3/0 (1)#3/0 #4 2-1/2 4K

230/4 230 (3)#4/0 (1)#4/0 #4 2-1/2 4L

255/4 255 (3)#250KCMIL (1)#250KCMIL #4 3 4M

285/4 285 (3)#300KCMIL (1)#300KCMIL #3 3 4N

310/4 310 (3)#350KCMIL (1)#350KCMIL #3 3-1/2 4P

335/3 335 (3)#400KCMIL #3 3-1/2 3R

335/4 335 (3)#400KCMIL (1)#400KCMIL #3 3-1/2 4R

380/4 380 (3)#500KCMIL (1)#500KCMIL #3 4 4S

400/4 400 (6)#3/0 (2)#3/0 (2)#3 (2)3 -1/2 4T

620/4 620 (6)#350KCMIL (2)#350KCMIL (2)#1 (2)3 -1/2 4U

780/4 780 (6)#500KCMIL (2)#500KCMIL (2)#1/0 (2)4 4V

800/4 800 (9)#300KCMIL (3)#300KCMIL (3)#1/0 (3)3 4W

1200/3 930 (12)#350KCMIL (3)#1/0 (3)3 4X

1500/3 1200 (12)#500KCMIL (3)#3/0 (3)4 4Y

1600/4 1500 (12)#500KCMIL (4)500KCMIL (4)#4/0 (4)4 4Z

KEYED NOTES :1.UTILIZE EXISTING CIRCUIT BREAKER TO FEED NEW LOAD.

2.REMOVE EXISTING CHILLED WATER PUMP FEEDER FROM POINT OFSPLICE TO USA.

3.PROVIDE NEW GENERATOR START CIRCUIT TO EXISTINGPARALLELING SWITCHGEAR MASTER CONTROL PANEL.

4.ATS TO HAVE ASCO 72E COMMUNICATION MODULE. CAT6 TO RUN TONEAREST TELECOMMUNICATION ROOM TO CONNECT TO THEEXISTING EPMS (SCHNEIDER).

5.CONTRACTOR TO VERIFY SIZE OF EXISTING CONDUCTORS ANDCONDUIT PRIOR TO WORK.

tingstrup

Text Box

12

GENERATOR 6

MASTERCONTROLCUBICLE

HMI

TOP HAT

STATIONBATTERY

2#6-1"C

SPARE 2"C40#14-2"C

2CAT5-1"C2#8AWG-1"C

CA

T6 3

/4"C

3 C

AT

6 3

/4"C

VLAN PATCHPANEL

NEW GENERATOR ATS-RUPS2 RUPS2SWBD-RUPS2

6#14-1"C INHIBIT, START, 2 SPARE

EPMS

VLAN PATCHPANEL

EPMS11

ATS 2-CHP-16

VLAN PATCHPANEL

EPMS

RGS

3 C

AT

6 3

/4"C

1

6#14-1"C INHIBIT, START, 2 SPARE

BAS PANELGENERATOR

ROOM 250

2

4#14-1"C


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

COMMUNICATIONS SCHEMATIC

E0721TZ TCI

NTS1

COMMUNICATIONS SCHEMATIC

KEYED NOTES :1.THE CONTRACTOR SHALL COMMISSION SCHNEIDER ELECTRIC TOINCORPORATE ALL NEW DATA POINTS INTO THE EXISTING EPMS SYSTEM.SCOPE SHALL INCLUDE TERMINATION, PROGRAMMING, TESTING ANDCOMMISSIONING, INCLUDING ANY AND ALL HARDWARE, SOFTWARE ANDCOMPONENT UPGRADES.

2.AHU FAN SHUTDOWN SIGNAL. PROGRAMMED TO IMMEDIATELY SHUT DOWNFANS UPON RECEIPT OF GENERATOR START SIGNAL. SEE M0101 FORADDITIONAL INFORMATION.

tingstrup

Text Box

13

TYPICAL

DISTRIBUTION PANELBOARD FRONT VIEW

2 1 3

4

KEYED NOTES :

1.EQUIPMENT IDENTIFICATION LABEL.

2.VOLTAGE LABEL.

3.ARC FLASH WARNING LABEL.

4.TESTING LABEL.

5.TOTAL 99" MINIMUM BREAKER/DEVICE MOUNTINGSPACE. (49.5" EACH SIDE)

49.5

".

80/3

60/3

80/3

100/3

150/3

225/3

6.4

".

80/3

60/3

80/3

100/3

150/3

400A MLO, 480Y/277V, 3 PHASE, 4W, 35 KAIC

GENERAL NOTES:

A.PROVIDE BREAKERS AS SHOWN. BREAKERSTO BE MOLDED CASE BREAKERS WITHELECTRONIC TRIP. LSI

6.4

".6.4

".7.5

".7.5

".7.5

".

SPD

225/3

13.5

".

7.5

".

5


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

PANEL SCHEDULES

E0800TZ TCI

* NEW LOAD AND CIRCUIT BREAKER

Notes:

Total Est. Demand: 14 A

Total Conn.: 16 A

Total Est. Demand: 11500 VA

Total Conn. Load: 13000 VA

Receptacle 13000 VA 88.46% 11500 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 18 A 18 A 12 A

Total Load: 4833 VA 4833 VA 3333 VA

41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42

39 -- -- -- 500 VA 500 VA -- -- -- 40

37 JACKET WATER HEATER EM GEN #1 30 A 2 500 VA 500 VA 2 30 A JACKET WATER HEATER EM GEN #2 38

35 Spare 20 A 1 0 VA 333 VA -- -- -- 36

33 Spare 20 A 1 0 VA 333 VA -- -- -- 34

31 Spare 20 A 1 0 VA 333 VA 3 50 A TRANSFORMER BGTEC 32

29 -- -- -- 333 VA 333 VA -- -- -- 30

27 -- -- -- 333 VA 333 VA -- -- -- 28

25 TRANS FOR PANEL TELE CLOSET 20 A 3 333 VA 333 VA 3 15 A VENT FAN 2-VF18 26

23 Space -- -- 0 VA 333 VA -- -- -- 24

21 -- -- -- 500 VA 333 VA -- -- -- 22

19 JACKET WATER HEATER EM GEN #6* 20 A 2 500 VA 333 VA 3 15 A VENT FAN 2-VF17 20

17 -- -- -- 0 VA 333 VA -- -- -- 18

15 -- -- -- 0 VA 333 VA -- -- -- 16

13 Spare 15 A 3 0 VA 333 VA 3 15 A VENT FAN 2-VF16 14

11 -- -- -- 500 VA 333 VA -- -- -- 12

9 JACKET WATER HEATER EM GEN #5 30 A 2 500 VA 333 VA -- -- -- 10

7 -- -- -- 500 VA 333 VA 3 15 A VENT FAN 2-VF15 8

5 JACKET WATER HEATER EM GEN #4 30 A 2 500 VA 333 VA -- -- -- 6

3 -- -- -- 500 VA 333 VA -- -- -- 4

1 JACKET WATER HEATER EM GEN #3 30 A 2 500 VA 333 VA 3 15 A VENT FAN 2-VF14 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 400 A

Supply From: Phases: 3 Mains Type:

Location: ROOM BB 250 Volts: 480/277 Wye A.I.C. Rating: 25000

Branch Panel: BGHEC EX

* NEW LOAD AND CIRCUIT BREAKER

Notes:

Total Est. Demand: 26 A

Total Conn.: 26 A

Receptacle 6800 VA 100.00% 6800 VA Total Est. Demand: 9300 VA

Other 2000 VA 100.00% 2000 VA Total Conn. Load: 9200 VA

Lighting 400 VA 125.00% 500 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 34 A 23 A 23 A

Total Load: 4123 VA 2733 VA 2733 VA

41 Space -- -- 0 VA 0 VA -- -- Space 42

39 Space -- -- 0 VA 0 VA -- -- Space 40

37 Space -- -- 0 VA 0 VA -- -- Space 38

35 -- -- -- 0 VA 0 VA -- -- Space 36

33 -- -- -- 0 VA 0 VA -- -- Space 34

31 Spare 20 A 3 0 VA 0 VA -- -- Space 32

29 -- -- -- 0 VA 0 VA -- -- -- 30

27 Spare 20 A 2 0 VA 0 VA 2 20 A Spare 28

25 -- -- -- 0 VA 0 VA 1 20 A Spare 26

23 Spare 20 A 2 0 VA 333 VA -- -- -- 24

21 Spare 20 A 1 0 VA 333 VA -- -- -- 22

19 Spare 20 A 1 0 VA 333 VA 3 30 A FIRE PUMP & CONTROL 20

17 Spare 20 A 1 0 VA 400 VA -- -- -- 18

15 Spare 20 A 1 0 VA 400 VA 2 20 A SWITCHGEAR BATTERY CHARGER* 16

13 Spare 20 A 1 0 VA 1000... 1 20 A LUBE OIL HEATER (LOH)* 14

11 Spare 20 A 1 0 VA 1000... 1 20 A BATTERY CHARGER (BAT)* 12

9 Spare 20 A 1 0 VA 1000... 1 20 A BATTERY CHARGER 10




1 EXTERIOR FLOOD LIGHTS* 20 A 1 790 VA 1000... 1 20 A BATTERY CHARGER 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 400 A

Supply From: Phases: 3 Mains Type:

Location: ROOM BB 250 Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: BGLEC EX

1DISTRIBUTION PANELBOARD (TYP)

tingstrup

Text Box

14

UTSRQPON

2

1.6

1.3

0

1

20,000 GALLONUNDERGROUNDDIESEL TANK

EXISTING 3" FUELOIL RETURN

2" FOS

FUEL OIL VENT TOATMOSPHERE

REMOTE GENERATORCOOLING UNIT

DEMOLISH EXISTINGSTAINLESS STEELFLUE VENTS TOATMOSPHERE

FUEL OIL VENT TOATMOSPHERE

6" GWS/R

6" GWS/R

CONDENSERFOR IT ROOM

REMOTEGENERATORCOOLING UNIT

12"Ø

12"Ø

12"Ø

12"Ø

12"Ø

12"Ø

12"Ø

12"Ø

12"Ø

12"Ø

EXISTING STRUCTURALSUPPORT TO BE REMOVED.

FOR NEW STRUCTURALSUPPORTS SEE STRUCTURAL

PLANS

EXISTING STRUCTURALSUPPORT TO BE REMOVED.FOR NEW STRUCTRUALSUPPORTS SEE STRUCTURALPLANS.

3" UNDERGROUNDFUEL OIL RETURN

700 kWGENERATOR

700 kWGENERATOR

700 kWGENERATOR

700 kWGENERATOR

700 kWGENERATOR

DAYTANK

DAYTANK

DAYTANK

DAYTANK

DAYTANK

6" GWS/R

EXISTING REF. LINES

EXISTING STRUCTURALSUPPORT TO BE REMOVED.

FOR NEW STRUCTRUALSUPPORTS SEE

STRUCTURAL PLANS.


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

DALLAS VAMC INSTALL EM

POWER FOR BUILDING 2J

MEDICAL EQUIPMENT

of 20

2J

FUNCTIONAL BASEMENT LEVEL HVAC

DEMOLITION PLAN

D0601MB BRM

1/8" = 1'-0"1

D0601 - FUNCTIONAL BASEMENT LEVEL HVAC DEMOLITION PLAN

tingstrup

Text Box

15

A/C AIR CONDITIONINGA/E ARCHITECT/ENGINEERAAV AUTOMATIC AIR VENT (VALVE)ABV ABOVEACCU AIR-COOLED CONDENSING UNITACH AIR CHANGES PER HOURACU AIR CURTAINAD ACCESS DOORAF AIR FOIL FANAFF ABOVE FINISHED FLOORAFMS AIR FLOW MEASURING STATIONAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMAMP AMPEREAP ACCESS PANELAPD AIR PRESSURE DROPAPPROX APPROXIMATEARCH ARCHITECT/ARCHITECTURALAS AIR SEPARATORATD AIR TRANSFER DUCTAUTO AUTOMATICAVG AVERAGEAWT AVERAGE WATER TEMPERATUREAXF AXIAL FAN

BB BASEBOARD RADIATIONBDD BACK DRAFT DAMPERBF BOILER FEED WATERBG BOTTOM GRILLE (3"-12" ABOVE FLOOR)BHP BRAKE HORSEPOWERBLDG BUILDINGBMS BUILDING MANAGEMENT SYSTEMBOD BOTTOM OF DUCTBR BOTTOM REGISTER (3"-12" ABOVE FLOOR)BSMT BASEMENTBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOUR

CA COMPRESSED AIRCAP CAPACITYCC COOLING COILCCW COUNTER CLOCKWISECD CONDENSATE DRAINCENTRIF CENTRIFUGALCF CUBIC FEETCFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECH CABINET HEATERCHR CHILLERCHWR CHILLED WATER RETURNCHWS CHILLED WATER SUPPLYCI CAST IRONCL CENTER LINECLG COOLINGCO CLEAN OUTCO2 CARBON DIOXIDE COMP COMPRESSORCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUS, CONTINUATIONCONTR CONTRACTORCONV CONVECTORCP CONTROL PANELCT COOLING TOWERCU CONDENSING/ER UNITCU FT CUBIC FEETCV CONSTANT VOLUME CV CONSTANT VOLUMECWR CONDENSER WATER RETURNCWS CONDENSER WATER SUPPLY

D DRAIN OR DRYERDB DECIBEL OR DRY BULB TEMPERATUREDDC DIRECT DIGITAL CONTROLDEG.F DEGREE FAHRENHEITDEMO DEMOLISHDG DOOR GRILLEDIA DIAMETERDIAG DIAGONALDIFF DIFFUSERDIM DIMENSIONDISCH DISCHARGEDN DOWNDP DIFFERENTIAL PRESSUREDPDT DOUBLE POLE, DOUBLE THROWDPST DOUBLE POLE, SINGLE THROWDTR DUAL TEMPERATURE RETURNDTS DUAL TEMPERATURE SUPPLYDWDI DOUBLE WIDTH, DOUBLE INLETDWG DRAWINGDX DIRECT EXPANSION

E/P ELECTRIC-PNEUMATICEA EXHAUST AIREAT ENTERING AIR TEMPERATUREEBB ELECTRIC BASEBOARD HEATEREC EXPANSION COMPENSATOR/JOINTECWR EQUIPMENT COOLING WATER RETURNECWS EQUIPMENT COOLING WATER SUPPLYEDB ENTERING DRY BULB TEMPERATUREEER ENERGY EFFICIENCY RATIOEF EXHAUST FANEFF EFFICIENCYEHC ELECTRIC HEATING COILEL/ELEV ELEVATIONELEC ELECTRIC/ELECTRICALELEM ELEMENTELEV ELEVATOREMD END OF MAIN DRIP (STEAM)EMER EMERGENCYENG ENGINEERENT ENTERINGERP ELECTRIC RADIANT PANELESP EXTERNAL STATIC PRESSUREEST ESTIMATEET EXPANSION TANKETO ETHYLENE OXIDEEUH ELECTRIC UNIT HEATEREV EXHAUST AIR VALVEEVAP EVAPORATOREVF FUME HOOD EXHAUST AIR VALVEEVL LAB EXHAUST AIR VALVE

H HUMIDISTAT OR HUMIDIFIERHC HEATING COILHEPA HIGH EFFICIENCY PARTICULATE AIR FILTERHG HOT GASHL HIGH LIMITHORIZ HORIZONTALHP HORSEPOWER OR HEAT PUMPHPR HIGH PRESSURE CONDENSATE RETURNHPS HIGH PRESSURE STEAMHR HOURHRC HEAT RECOVERY COILHT HEIGHTHTG HEATINGHTWR HIGH TEMPERATURE WATER RETURNHTWS HIGH TEMPERATURE WATER SUPPLYHUM HUMIDIFIERHVAC HEAT, VENTILATION, & AIR CONDITIONINGHVU HEATING & VENTILATING UNITHWR HOT WATER RETURNHWS HOT WATER SUPPLYHX HEAT EXCHANGERHZ HERTZ

ID INSIDE DIAMETERIN OR " INCHESIN W.C. INCHES WATER COLUMNIN W.G. INCHES WATER GAUGEINSUL INSULATIONINT INTERNAL

KW KILOWATTKWH KILOWATT HOUR

LAT LEAVING AIR TEMPERATURELBS POUNDSLDB LEAVING DRY BULB TEMPERATURELF LINEAR FEETLPG LIQUID PETROLEUM GASLPR LOW PRESSURE CONDENSATE RETURNLPS LOW PRESSURE STEAMLRA LOCKED ROTOR AMPERESLVG LEAVINGLVR LOUVERLWB LEAVING WET BULB TEMPERATURELWT LEAVING WATER TEMPERATURE

M MOTOR OPERATORMAINT MAINTENANCEMAU MAKE-UP AIR UNITMAX MAXIMUMMBH THOUSAND BTU PER HOURMCC MOTOR CONTROL CENTERMECH MECHANICALMERV MINIMUM EFFICIENCY REPORTING VALUEMEZZ MEZZANINEMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMPR MEDIUM PRESSURE CONDENSATE RETURNMPS MEDIUM PRESSURE STEAMMTD MOUNTED

N.C. NORMALLY CLOSEDN.O. NORMALLY OPENNC NOISE CRITERIANIC NOT IN CONTRACTNO. OR # NUMBERNR NOT REQUIREDNTS NOT TO SCALENV NATURAL VENTILATION

OA OUTSIDE AIROAI OUTSIDE AIR INTAKEOBD OPPOSED BLADE DAMPEROED OPEN END DUCTOFCI OWNER FURNISHED/CONTRACTOR INSTALLEDOFOI OWNER FURNISHED/OWNER INSTALLEDOH OVERHEADOPNG OPENING

∆P/DP DIFFERENTIAL PRESSUREP PUMPP/E PNEUMATIC-ELECTRIC SWITCHPA PASCALPCD PUMPED CONDENSATE DISCHARGE/RETURNPCF POUNDS PER CUBIC FOOTPCWR PROCESSED CHILLED WATER RETURNPCWS PROCESSED CHILLED WATER SUPPLYPD PRESSURE DROPPF PROPELLER FANPG PRESSURE GAUGE

PH PHASEPLBG PLUMBINGPRESS PRESSUREPROP PROPELLERPRV PRESSURE REDUCING VALVEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSIA POUNDS PER SQUARE IN ABSOLUTEPSIG POUNDS PER SQUARE IN GAUGE

QTY QUANTITY

R RETURNRA RETURN AIRRAD RADIATIONRAF RETURN AIR FANREBAL REBALANCEREG REGISTERREV REVISEDRH RELATIVE HUMIDITYRHC REHEAT COILRHG REFRIGERANT HOT GASRL REFRIGERANT LIQUIDRM ROOMRO RELIEF OPENINGRP RADIANT PANELRPM REVOLUTIONS PER MINUTERS REFRIGERANT SUCTIONRTU ROOF TOP UNITRV REFRIGERANT VENT OR RELIEF VALVE (VENT)RV RETURN AIR VALVE

S/W SUMMER-WINTERSA SUPPLY AIR OR SOUND ATTENUATORSCR SILICON CONTROLLED RECTIFIERSD SMOKE DETECTORSENS SENSIBLE LOADSF SMOKE-FIRE DAMPERSHT SHEETSM SMOKE DAMPERSOL SOLENOIDSP STATIC PRESSURESQ SQUARESQ. FT. SQUARE FEETSS STAINLESS STEELSTD STANDARDSTL STEELSTM STEAMSTRUC STRUCTURE/STRUCTURALSV SUPPLY AIR VALVESWSI SINGLE WIDTH, SINGLE INLET

3SF 3 HOUR SMOKE FIRE DAMPERTC TEMPERATURE CONTROLTD TRANSFER DUCTTEMP TEMPERATURETL TOTAL LOADTO TRANSFER OPENINGTSP TOTAL STATIC PRESSURETSTAT THERMOSTATTU TERMINAL UNITTYP TYPICAL

UGRD UNDERGROUNDUH UNIT HEATER (HYDRONIC OR STEAM)UNO UNLESS NOTED OTHERWISEUPS UNINTERUPTIBLE POWER SUPPLYUV UNIT VENTILATOR

V VOLT OR VENTVAV VARIABLE AIR VOLUMEVD VOLUME DAMPERVEL VELOCITYVERT VERTICALVI VIBRATION ISOLATIONVIF VERIFY IN FIELDVOL VOLUMEVR VACUUM RETURNVRV VARIABLE REFRIGERANT VOLUMEVSD VARIABLE SPEED DRIVEVTR VENT THROUGH ROOF

W WATTW.G. WATER GAGEW/ WITHW/O WITHOUTWB WET BULB TEMPERATUREWC WATER COLUMNWMS WIRE MESH SCREENWPD WATER PRESSURE DROPWT WEIGHTWTR WATER

EWB ENTERING WET BULB TEMPERATUREEWT ENTERING WATER TEMPERATUREEXH EXHAUSTEX EXISTINGEXIST EXISTINGEXT EXTERNAL

F FAHRENHEITF&T FLOAT & THERMOSTATIC STEAM TRAPF.D. FLOOR DRAINFA FREE AREAFC FORWARD CURVEDFCU FAN COIL UNITFD FIRE DAMPERFF FINAL FILTERFH FUME HOODFLA FULL LOAD AMPERESFLEX FLEXIBLEFLR FLOORFLT FLASH TANKFM FLOW METERFOG FUEL OIL GAUGEFOR FUEL OIL RETURNFOS FUEL OIL SUPPLYFOV FUEL OIL VENTFP FIRE PROTECTIONFPB FAN POWERED TERMINAL UNITFPM FEET PER MINUTEFPS FEET PER SECONDFR FINNED RADIATIONFSTAT FREEZESTATFT FEETFV FACE VELOCITY

G NATURAL GASGA GAUGEGAL GALLONGCWR GEOTHERMAL CONDENSER WATER RETURNGCWS GEOTHERMAL CONDENSER WATER SUPPLYGD GRAVITY DAMPERGPH GALLONS PER HOURGPM GALLONS PER MINUTEGR GLYCOL RETURNGRL GRILLEGRV GRAVITY RELIEF VENTGS GLYCOL SUPPLYGV GRAVITY VENTILOR OR NATURAL GAS VENT

UH Sx x

x x

UNIT HEATER

AIR FLOW CFM

MODEL {

MOTOR HP @ 120/1/60

S-HORIZONTALP-VERTICAL

TOTAL MBHAT 180º F EWT160º F LWT65º F EAT

GPM

HOT WATERUNIT HEATER

CH Fx x

x x

CABINETHEATER

AIR FLOW CFM@ MEDIUMSPEED

MODEL

MOTOR HP @ 120/1/60

N=INVERTED RECESSED WALL HUNGB=VERTICAL CABINETF=VERTICAL WALL HUNG CABINETH=VERTICAL FULLY RECESSEDE=HORIZONTAL FULLY RECESSEDD=HORIZONTAL CABINET


GPM

HOT WATERCABINET HEATER

FR Ax x

x x

FINNEDRADIATION

SIZE (MBH/FT.)

TYPE

ACTIVE LENGTH (FT.)


GPM

HOT WATERFINNED TUBE

C W

L x W x Dx x

CONVECTOR

DIMENSIONS:LENGTH x WIDTH x DEPTHTOTAL MBH

AT 180º F EWT160º F LWT65º F EAT

GPM

HOT WATERCONVECTOR

MODEL {W=WALL HUNGR=FULLY RECESSED

RP Xx x

HOT WATERRADIANT PANEL

LENGTH


GPM

HOT WATERRADIANT PANEL

EUH Sx x

x x

UNIT HEATER

AIR FLOW CFM

MODEL {

MOTOR HP @ 120/1/60

S-HORIZONTALP-VERTICAL

TOTAL MBH KW

ELECTRICUNIT HEATER

ECH Fx x

x x

CABINETHEATER

AIR FLOW CFM@ MEDIUMSPEED

MODEL

MOTOR HP @ 120/1/60

N=INVERTED RECESSED WALL HUNGB=VERTICAL CABINETF=VERTICAL WALL HUNG CABINETH=VERTICAL FULLY RECESSEDE=HORIZONTAL FULLY RECESSEDD=HORIZONTAL CABINET


KW

ELECTRICCABINET HEATER

TP

T

1

M0101

SUPPLY DUCT RISE

RETURN DUCT RISE

SECTION INDICATOR TOP INDICATESSECTION NUMBER BOTTOMINDICATES SHEET NUMBER

VARIABLE SPEED DRIVE

EXHAUST DUCT RISE

OPPOSED BLADE VOLUMEDAMPERS

SAFETY/RELIEF VALVE

PRESSURE REDUCING VALVE

CHECK VALVE (SHOWN W/FLOW)

CONTROL VALVE (3-WAY)

CONTROL VALVE (2-WAY)

BALANCING VALVE

SOLENOID VALVE

DIRECTION OF FLOW

UNION

PIPE ANCHOR

PIPE GUIDE

OR FLEXIBLE DUCT

SINGLE LINE DUCT RISE OR DROP

SINGLE LINE EXHAUST DUCT

ELBOW WITH TURNING VANES

SINGLE LINE RETURN DUCT

SINGLE LINE SUPPLY DUCT

T

R

S

ELECTRICAL CONNECTION (BY DIVISION 23)

ROOM PRESSURIZATION MONITOR

FREEZESTAT

FLOW SWITCH

RELAY

HUMIDITY SENSOR

SWITCH

STRAINER W/BLOWDOWN VALVE

SENSING ELEMENT - AIR STREAM

SENSING ELEMENT - LIQUID SEPARABLE WELL

FLEXIBLE CONNECTION

ROUND (DIAMETER)

TRAP

EXPANSION LOOP

EXPANSION JOINT

PIPING FLOW METER ANALOG OUTPUT

DIGITAL OUTPUT

DIGITAL INPUT

ELECTRICAL CONNECTION (BY DIVISION 26)

PILOT LIGHT-LETTER INDICATESCOLOR:

ANALOG OUTPUT, PNEUMATIC

ELECTRIC-PNEUMATIC SWITCH

PNEUMATIC-ELECTRIC SWITCH

SMOKE

ANALOG INPUT, PRESSURE

ANALOG INPUT, TEMPERATURE

FIRESTAT

SMOKE DETECTOR

DUCT SMOKE DETECTOR

G - GREENY - YELLOWR - RED

THERMOSTAT WITH LOCKINGCOVER

VOLUME DAMPER

CURRENT SENSOR

BACKDRAFT DAMPER

PUMP

FIRE, SMOKE/FIRE, OR SMOKE DAMPER

SUPPLY DUCT DROP

RETURN DUCT DROP

EXHAUST DUCT DROP

EXISTING SINGLE LINE DUCT

CAPPED DUCTWORK

CAPPED PIPING OR SINGLE DUCTWORK

OR

FD,SF, OR SM

EXISTING ITEM TO BE REMOVED

VALVE

"ØDUCT OFF-SET DN (IN DIRECTION OF FLOW)

DUCT OFF-SET UP (IN DIRECTION OF FLOW)

RECTANGULAR DUCT DIMENSIONS(SIZE IN INCHES, FIRST DIMENSION IS SHOWN)

ROUND DUCT DIMENSIONS (DIAMETER)

OVAL DUCT DIMENSIONS(SIZE IN INCHES, FIRST DIMENSION IS SHOWN)

MOTORIZED DAMPER

T TEMPERATURE SENSOR (IN DUCT OR PIPE)

CARBON DIOXIDE SENSOR

P PRESSURE GAGE

OR

PUSH BUTTONPB

200-5

200-2SUPPLY AIR DEVICE -(REFER TO SCHEDULE FOR SIZE)FIRST NO. CFM, SECOND NO. TYPE(REFER TO SPECIFICATION FOR AIR DEVICE TYPE)

LINEAR DIFFUSER

200-1410x8

SUPPLY/ RETURN/EXHAUST SIDEWALL GRILLE-FIRST NO. CFM, SECOND NO. TYPEBOTTOM NO. WIDTH BY HEIGHT OF GRILLE(REFER TO SPECIFICATION FOR AIR DEVICE TYPE)

RETURN AIR DEVICE -(REFER TO SCHEDULE FOR SIZE)FIRST NO. CFM, SECOND NO. TYPE(REFER TO SPECIFICATION FOR AIR DEVICE TYPE)

EXHAUST AIR DEVICE -(REFER TO SCHEDULE FOR SIZE)FIRST NO. CFM, SECOND NO. TYPE(REFER TO SPECIFICATION FOR AIR DEVICE TYPE)

VSD

RECTANGULAR WYE DUCT FITTING

AIR FLOW MEASURING STATION

OCCUPANCY SENSOR

EXISTING HVAC PIPE

NEW HVAC PIPE

EXISTING HVAC PIPE TO BE REMOVED

PIPE ELBOW DOWN

PIPE ELBOW UP

POINT OF CONNECTION (NEW TO EXISTING)

PIPE BOTTOM DROP

CLEANOUT (CO)

PIPE RISE OR DROP

ANALOG INPUT

TEMPERATURE SENSOR

OXYGEN SENSOR

OFF

ONAUTOSTARTER

HOSE DRAIN VALVE WITH CAP

MANUAL AIR VENT

PRESSURE/TEMPERATURE TEST PORT

-ADAPT TO PROJECT CONDITIONS

ANALOG INPUT, FLOW

FIRE, SMOKE/FIRE, OR SMOKE DAMPERIN RISER

FD,SF, OR SM

NEW EQUIPMENT

EXISTING EQUIPMENT

CALLOUT INDICATOR TOP INDICATESNUMBER ON THE SHEET BOTTOMINDICATES SHEET NUMBER

NEW DUCT

EXISTING DUCT

DEMOED DUCT

TRIPLE DUTY VALVE

FM26

AI

AIF

AIP

AIT

AO

AOP

BDD

1

M0101

CO

CO²

CS

DI

DO

24x12 OV

24x12

24"Ø

DN

UP

DE

PE

200-5

EX-XXX

EXISTING

EQUIPMENT TYPE

FIRE

OR

FM

FS

F

H

250-7

CFM

TYPE

LENGTH

NO. OF SLOTS

SLOT WIDTH (INCHES)4LF-2-1

XXX-1

TYPE NO.

EQUIPMENT TYPE

OS

O²

EP

G

1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALLCEILING AIR DEVICE LOCATIONS.

2. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR LOCATION OFWALL MOUNTED MECHANICAL ITEMS.

3. LOCATE ALL DUCT BALANCING DAMPERS ABOVE ACCESSIBLECEILINGS, OR PROVIDE ACCESS DOORS. MINIMUM ACCESS DOOR SIZESHALL BE 18x18 UNLESS OTHERWISE APPROVED BY ENGINEER.

4. DUCTWORK NOT SIZED IS GENERALLY SMALLER BRANCH ZONEDUCTS. COORDINATE ELEVATIONS AND PROVIDE NECESSARY OFFSETS.DUCTWORK SHALL BE SIZED PER THE BRANCH DUCTWORK SCHEDULE.

5. PROVIDE VOLUME DAMPERS AT ALL SUPPLY, RETURN AND EXHAUSTDUCT BRANCH TAKE-OFFS. SEE DUCT CONSTRUCTION DETAILS.

6. BLANK-OFF AREAS OF LOUVERS NOT USED WITH 20 GAGE SHEETMETAL DOUBLE WALL BLANK-OFF PANEL INSULATED WITH 2" RIGIDFIBERBOARD. SEAL AIR TIGHT.

7. INSTALL RIGID 1"x1" GALVANIZED STEEL WIRE MESH AT ALL OPENENDED DUCTS IN OCCUPIED AREAS OR EXPOSED TO VIEW.

8. ALL HWS AND HWR PIPING SERVING RADIATION SHALL BECONCEALED IN WALLS OR FLOOR UNLESS OTHERWISE NOTED.

9. COORDINATE SCHEDULE FOR HOOKUPS TO EXISTING SYSTEM ANDREMOVAL OR RELOCATION OF EQUIPMENT WITH THE OWNER. PERFORMTHIS WORK AT SUCH TIMES TO ENSURE THAT PERIODS OF SHUTDOWNWILL BE ACCEPTABLE TO THE OWNER.

10. FILL HEATING GLYCOL SYSTEM WITH 40% PROPYLENEGLYCOL/WATER SOLUTION.

11. VERIFY EXACT LOCATION OF CONNECTION POINTS (NEW TO EXISTING)IN FIELD PRIOR TO CONSTRUCTION.

12. COORDINATE INSTALLATION OF NEW DUCTWORK AND PIPING WITHEXISTING BUILDING STRUCTURE, DUCTWORK, PIPING, ELECTRICAL CONDUIT,LIGHTING, ETC.

13. RELOCATE EXISTING DUCTWORK AND/OR PIPEWORK IN EXISTINGCEILING SPACES TO ACCOMMODATE ALL RENOVATIONS AND ADDITIONS.

14. TAKE DOWN AND REINSTALL EXISTING CEILINGS IN ALL AREASWHERE MECHANICAL WORK IS INDICATED AND EXISTING CEILINGS REMAIN.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN DRAWINGS FORLOCATIONS WHERE EXISTING CEILINGS REMAIN. REPLACE CEILING TILESDAMAGED DURING WORK.

15. INSTALL ALL FLOOR MOUNTED HVAC EQUIPMENT, INCLUDING AHUS,PUMPS, CHILLERS, ETC. ON 4" MINIMUM HEIGHT CONCRETE HOUSEKEEPINGPAD. EXTEND PAD MINIMUM 4" BEYOND EQUIPMENT AT ALL SIDES.

16. PATCH ALL WALLS, FLOORS, CEILINGS, AND ROOFS TO MATCHEXISTING IN ALL CASES WHERE EXISTING WALLS, FLOORS, CEILINGS ANDROOFS REMAIN AND HVAC DEMOLITION IS INDICATED.

17. THIS PROJECT CONSISTS OF MULTIPLE PHASES OF CONSTRUCTIONOVER A SPECIFIED TIME PERIOD. PROVIDE ALL WORK NECESSARY TO KEEPEXISTING SYSTEMS IN SAFE OPERATION. PROVIDE ISOLATION (SHUT-OFF)VALVES AT ALL CONNECTION POINTS TO EXISTING SYSTEMS.

18. ALL HYDRONIC BRANCH PIPING SHALL BE 3/4" UNLESS NOTEDOTHERWISE.

19. PROVIDE POSITIVE DRAINAGE OF ALL PLENUMS CONNECTED TOOUTSIDE LOUVERS. WATERPROOF BOTTOM OF PLENUMS. SLOPE PLENUMBOTTOM TO LOUVER OR PROVIDE DRAIN POINTS WITH DISCHARGE TO DRAIN.


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321



MEDICAL EQUIPMENT

of 20

2J

SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES

M0001MB BRM

ABBREVIATIONS

LEGENDS

SYMBOLS GENERAL NOTES

tingstrup

Text Box

16

UTSR

QPO

N

2

1.6

1.3

0

1

20,000 GALLONUNDERGROUND

DIESEL TANK

EXISTING 3" DIESELFUEL RETURN

6" GWS/R

2" FOS

EXISTINGSTAINLESS STEELFLUE VENTS TOATMOSPHERE

EXISTING FUEL OILVENT TOATMOSPHERE

EXISTING FUEL OILVENT TO ATMOSPHERE

6" GWS/R

6" GWS/R

NEW STAINLESS STEEL FLUEVENTS TO ATMOSPHERE;SEE 2 / M0401

EXISTING REMOTEGENERATOR COOLING UNIT

SAW CUT CONCRETE DRIVEWAYTO CONNECT NEW 1" FUEL OILRETURN LINE TO EXISTING 3" FUELOIL RETURN LINE UNDERGROUND.PATCH CONCRETE DRIVEWAY TOMATCH EXISTING.

NEW 1" FUEL OILSUPPLY LINE

CONNECTED TOEXISTING EXISTING

CONDENSERFOR IT ROOM

EXISTINGREMOTEGENERATORCOOLING UNIT

16"Ø

16"Ø

16"Ø

16"Ø 16"Ø

16"Ø

12"Ø

12"Ø

12"Ø

12"Ø

12"Ø

700 kWGENERATOR

700 kWGENERATOR

700 kWGENERATOR

700 kWGENERATOR

700 kWGENERATOR

DAYTANK

DAYTANK

DAYTANK

DAYTANK

DAYTANK

NEW GENERATOR

3" UNDERGROUNDFUEL OIL RETURN

EXISTING BAS PANEL; PROVIDE NEW BAS POINT ANDEND ANY AND ALL PROGRAMMING AS REQUIREDFROM THE PARALLELING SWITCHGEAR MASTERCONTROL TO THE BAS PANEL TO SIGNAL AHU FANSHUTDOWN PRIOR TO GENERATOR START.

EXISTING REF. LINES

TEMPORARILY SUPPORTALL SERVICES ASREQUIRED TO REPLACESTEEL SUPPORTS

1" FUEL OILRETURN LINE

1" FUEL OILSUPPLY LINE


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321



MEDICAL EQUIPMENT

of 20

2J


PIPING PLAN

M0101MB BRM

1/8" = 1'-0"1

M-HP01 - FUNCTIONAL BASEMENT LEVEL PIPING PLAN

tingstrup

Text Box

17

TO EXISTINGGENERATORDAY TANKS

EXISTINGUNDERGROUND FUEL

TANK

NEW GENERATORDAY TANK

TO NEWGENERATORDAY TANK

PUMPED RETURN

53.6 GAL/HR

NEW CONNECTIONTO EXISTING FUELOIL RETURN LINEEXISTING FUEL OIL

PUMPING PACKAG

3 HP PUMP

3 HP PUMP

TERMINATE DUCTWITH 45° CUTOFF

EXISTING OUTDOORCONCRETE WALL

CAP EXHAUST ANDINCLUDE DRAIN

TEE EXHAUSTAT WALL

FLUE EXHAUSTFROM GENERATOR


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321



MEDICAL EQUIPMENT

of 20

2J

RISER DIAGRAMS & DETAILS

M0401MB BRM

NTS1

FUEL RISER DIAGRAMNTS

2GENERATOR FLUE EXHAUST TEE DETAIL

tingstrup

Text Box

18

BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC2009)

OCCUPANCY CATEGORY II

SUPERIMPOSED DEAD LOADS

CEILINGS, MECHANICAL ITEMS SUSPENDED FROM STRUCTURAL FRAMING:10 PSF

SUPERIMPOSED LIVE LOADS (INCLUDING PARTITION LOADS)

MECHANICAL ELECTRICAL AND TELECOM ROOMS: 150 PSF

SNOW LOADS

1. GROUND SNOW LOAD, Pg = 5 PSF

2. SNOW EXPOSURE FACTOR, Ce = 0.9

3. THERMAL FACTOR, Ct = 1.0

4. SNOW IMPORTANCE FACTOR, I = 1.2

5. FLAT ROOF SNOW LOAD, Pf = 3.8 PSF

WIND LOADS

1. BASIC WIND SPEED = 90 MPH

2. WIND IMPORTANCE FACTOR = 1.15

3. WIND EXPOSURE CATEGORY = B

4. INTERNAL PRESSURE COEFFICIENT = ±0.18

5. WIND PRESSURE COMPONENTS AND CLADDING:INTERIOR ZONE: P = +6.9 PSF, P = -16.8 PSFEND ZONE: P = +6.9 PSF, P = -42.3 PSF

(PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THESURFACES, RESPECTIVELY. END ZONES EXTEND FROM CORNERS OF BUILDING ADISTANCE EQUAL TO 10% OF LEAST HORIZONTAL BUILDING DIMENSION, BUT NOT LESSTHAN 3 FT.)

6. WIND LOADS ARE BASED ON ASCE 7-05, METHOD 2

EARTHQUAKE DESIGN DATA

1. SEISMIC IMPORTANCE FACTOR, I = 1.5

2. SPECTRAL RESPONSE ACCELERATIONSSs = 0.092S1 = 0.051

3. SITE CLASSIFICATION = D

4. DESIGN SPECTRAL RESPONSE ACCELERATIONSSDS = 0.098SD1 = 0.051

5. SEISMIC DESIGN CATEGORY = C

SEISMIC BRACING OF ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS

1. FOR SEISMIC DESIGN CATEGORY C COMPONENT BRACING REQUIREMENTS AREAS FOLLOWS:

MECHANICAL/ELECTRICAL COMPONENTS:

Ip = 1.5 REQUIRED

M1EMPLOY A LICENSED SURVEYOR TO VERIFY EXISTING DIMENSIONS, FLOOR ELEVATIONS, AND FLOOR-TO-FLOORHEIGHTS BEFORE ORDERING, DETAILING, FABRICATING, OR ERECTING STRUCTURAL STEEL. THIS INFORMATION MUST BECONFIRMED AT LOCATIONS WHERE NEW FLOORS AND ROOFS MEET EXISTING CONSTRUCTION.

M2CONSULT THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATION AND SIZE OFCHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS, DEPRESSIONS, EQUIPMENT PADS AND OTHERPROJECT REQUIREMENTS. COMBINE THE REQUIREMENTS INTO THE SHOP DRAWINGS AND THE WORK. PROVIDESTRUCTURAL FRAMING PER TYPICAL DETAILS AS REQUIRED AT FLOOR AND ROOF OPENINGS WHERE STRUCTURALFRAMING IS NOT SHOWN.

M3THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION OF CONSTRUCTION OF THE PROJECT ANDTHEN, ONLY TO SUPPORT THE DESIGN LOADS INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODSAND SEQUENCE OF CONSTRUCTION AND FOR THE ADEQUACY OF THE STRUCTURE TO SUPPORT LOADS OCCURRINGDURING CONSTRUCTION. FURNISH TEMPORARY BRACING, SHORING, AND/OR SUPPORT AS REQUIRED.

M4CHECK DIMENSIONS AGAINST THE REQUIREMENTS OF OTHER CONTRACT DOCUMENTS. RESOLVE APPARENTINCONSISTENCIES IN THE CONTRACT DOCUMENTS WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH WORK.

M5DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLYSHOWN, USE DETAILS OF SIMILAR CONSTRUCTION, SUBJECT TO APPROVAL BY THE ENGINEER.

M6WHEREVER THERE IS CONFLICT BETWEEN DETAILS OR TWO DETAILS APPLYING TO THE SAME CONDITION, THEENGINEER WILL HAVE SOLE AUTHORITY TO DETERMINE WHICH DETAIL IS THE MOST APPROPRIATE FOR THE CONDITION.

M7PROMPTLY NOTIFY THE ENGINEER OF ANY STRUCTURAL MEMBER CALLED OUT ON THE ARCHITECTURAL, MECHANICAL,PLUMBING OR ELECTRICAL DRAWINGS THAT IS NOT IDENTIFIED ON THE STRUCTURAL DRAWINGS. DESIGN OF THESEMEMBERS WILL BE PROVIDED AS NECESSARY BY THE STRUCTURAL ENGINEER UPON NOTIFICATION.

M8THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATION AND PLACEMENT OF INSERTS,HANGERS AND OTHER MISCELLANEOUS ITEMS REQUIRED FOR THE SUPPORT OF MECHANICAL, ELECTRICAL ANDPLUMBING ITEMS SUSPENDED FROM THE STRUCTURE.

M9DO NOT MAKE MODIFICATIONS, ALTERATIONS OR REPAIRS TO THE STRUCTURE WITHOUT PRIOR REVIEW BY THESTRUCTURAL ENGINEER. SUBMIT DETAILS AND CALCULATIONS PREPARED BY A PROFESSIONAL ENGINEER REGISTEREDIN STATE WHERE PROJECT IS LOCATED AND EMPLOYED BY CONTRACTOR.

S1A QUALITY CONTROL PROGRAM OF SHOP AND FIELD TESTING AND INSPECTION WILL BE PERFORMED ONSTRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTIONS IN ACCORDANCE WITH THESPECIFICATIONS. SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW THE TESTING REQUIREMENTS TOBE COMPLETED.

S2DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE AISC SPECIFICATIONSAND CODES, LATEST EDITIONS.

S3PERFORM WELDING USING CERTIFIED WELDERS AND IN ACCORDANCE WITH THE AWS "STRUCTURALWELDING CODE - STEEL", LATEST EDITION. COMPLY WITH AISC SPECIFICATION FOR MINIMUM FILLETWELD SIZES, BUT DO NOT USE LESS THAN A 3/16 INCH FILLET UNLESS SPECIFICALLY NOTED ON THEDRAWINGS.

S4SUBMIT ENGINEERED AND CHECKED SHOP DRAWINGS TO THE ARCHITECT/ ENGINEER FOR REVIEW.SHOW SHOP FABRICATION DETAILS, FIELD ASSEMBLY DETAILS, AND ERECTION DIAGRAMS FORSTRUCTURAL STEEL. SCHEDULE SUBMISSIONS TO ALLOW ADEQUATE TIME FOR REVIEW PRIOR TOFABRICATION.

S5DETAIL BEAMS FRAMING INTO CONCRETE WALLS, BEAMS OR COLUMNS TO ALLOW FOR HORIZONTALFIELD TOLERANCES AND THERMAL MOVEMENT. PROVIDE CONNECTION DETAILS REQUIRED BY THESPECIFIC CONSTRUCTION SEQUENCES.

S6AFTER FABRICATION, CLEAN STEEL OF RUST, LOOSE MILL SCALE, DIRT, OIL, GREASE OR OTHERFOREIGN MATERIALS.

S7REFER TO THE ARCHITECTURAL DRAWINGS FOR THE REQUIRED FIRE RATINGS AND UL ASSEMBLYNUMBERS.

S8DO NOT FIELD CUT STRUCTURAL STEEL UNLESS REVIEWED AND APPROVED BY THEARCHITECT/ENGINEER IN WRITING. CLEARLY INDICATE STEEL MEMBER OPENINGS REQUIRED ON THESHOP DRAWINGS. ALL COSTS FOR PROVIDING PENETRATIONS IN THE FIELD, INCLUDING MEMBERREINFORCING, IS THE RESPONSIBILITY OF THE CONTRACTOR.

S9ERECTION PROCEDURES, SEQUENCES AND COORDINATION OF WORK WITH OTHER TRADES IS THERESPONSIBILITY OF THE CONTRACTOR. PROVIDE ADDITIONAL STEEL REQUIRED FOR ERECTIONPURPOSES AT NO COST TO THE OWNER. REMOVE THIS ADDITIONAL STEEL UNLESS DIRECTEDOTHERWISE BY THE OWNER IN WRITING.

S10PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR THE SAFETY, STABILITY ANDALIGNMENT OF THE STRUCTURE. LEAVE TEMPORARY BRACING IN PLACE UNTIL THE PERMANENTSTRUCTURAL LATERAL LOAD RESISTING SYSTEM IS COMPLETE, INCLUDING FLOOR AND ROOFDIAPHRAGMS. PERFORM FINAL BOLTING AND WELDING ONLY ON THOSE PORTIONS OF THE STRUCTURETHAT HAVE BEEN ALIGNED AND PLUMBED WITHIN THE SPECIFIED TOLERANCES.

S11THE TESTING AGENCY SHALL PROVIDE QUALITY CONTROL CONFORMING TO THE FOLLOWINGREQUIREMENTS:a. PERFORM FULL TIME VISUAL INSPECTION OF THE FIELD ERECTION OF 100% OF THE STRUCTURAL

ELEMENTS.b. VISUALLY INSPECT ALL ANCHOR-BOLT NUT INSTALLATION AND TIGHTENING.c. ROUTINELY MONITOR FIELD BOLTING PROCEDURES DURING BOLT INSTALLATION. VERIFY THAT

ALL BOLTS IN ALL CONNECTIONS ARE BROUGHT TO A "SNUG TIGHT" CONDITION WITH ALL POLIESOF THE CONNECTION IN FIRM CONTACT.

d. CHECK THAT ALL BOLTED CONNECTIONS ARE BEING INSTALLED IN ACCORDANCE WITH THEPROCEDURES OUTLINED IN THE RCSC "SPECIFICATION".

e. OBTAIN QUALIFICATIONS OF ALL WELDERS AND VERIFY ALL WELDING PROCEDURES, INCLUDINGTHE CONTRACTOR'S COMPLIANCE WITH PREHEAT, HWEATHER-PROTECTION, ELECTRODES, ANDWELDING SURFACE PREPARATION REQUIREMENTS.

f. VISUALLY INSPECT ALL FIELD WELDING OPERATIONS AND WELDS.g. MAGNETIC PARTICLE TESTING SHALL BE IN ACCORDANCE WITH ASTM E709 FOR A MINIMUM OF

20 PERCENT OF THE LENGTH OF ALL FIELD WELDS, AT RANDOM, FINAL PASS ONLY.

S12PROVIDE NEW MATERIAL CONFORMING TO THE FOLLOWING REQUIREMENTS FOR STRUCTURAL STEEL:

MEMBER GRADE

HOLLOW STRUCTURAL SECTIONS(RECTANGULAR AND ROUND) ASTM A500 GRADE B

BASE PLATES ASTM A36 UNO

ALL OTHER STEEL MEMBERS ASTM A36 UNO

HIGH STRENGTH BOLTS, ASTM A-325 OR A-490NUTS AND WASHERS (MIN. 3/4" DIAMETER)

ANCHOR RODS ASTM F1554 GRADE 36 UNO

STEEL SHAPE WELDING ELECTRODE E70XX

ADDL ADDITIONALADJ ADJACENTALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEAR ANCHOR RODARCH ARCHITECTURALB PL BASE PLATEB/ BOTTOM OFBFR BLENDED FIBER REINFORCINGBLDG BUILDINGBLKG BLOCK (ING)BOT BOTTOMBRG BEARINGBSMT BASEMENTBTWN BETWEENCIP CAST-IN-PLACECJ CONTROL JOINTCL CENTER LINECLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNECT (ION)CONST JT CONSTRUCTION JOINTCONT CONTINUOUS OR CONTINUECS COLUMN STRIPCU YD CUBIC YARDDET DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDL DEAD LOADDWG DRAWINGEA EACHEE EACH ENDEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREOD EDGE OF DECKEOS EDGE OF SLABEQ EQUALES EACH SIDEEW EACH WAYEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFD FLOOR DRAINFDTN FOUNDATIONFLR FLOORFP FULL PENETRATIONFS FAR SIDEFT FOOT/FEETFTG FOOTINGGA GAGEGALV GALVANIZEDGB GRADE BEAMGC GENERAL CONTRACTORHORIZ HORIZONTALHP HIGH POINTHS HIGH STRENGTHHSS HOLLOW STRUCTURAL SECTIONHT HEIGHTID INSIDE DIAMETERIF INSIDE FACEINFO INFORMATIONINSUL INSULATED (ION)INV INVERTJT JOINTk KIPSL ANGLELBS POUNDSLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LOW POINTLSH LONG SIDE HORIZONTALLSV LONG SIDE VERTICALLTWT LIGHT WEIGHTLW LONG WAYMATL MATERIALMAX MAXIMUMMECH MECHANICALMEP MECHANICAL ELECTRICAL & PLUMBINGMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMS MIDDLE STRIPNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNS NEAR SIDENTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOPNG OPENINGPC PILE CAPPCC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPEN PENETRATIONPL PLATEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POST TENSIONQTY QUANTITYR RADIUSRD ROOF DRAINREF REFERENCEREINF REINFORCE (D) (ING)REQD REQUIREDREV REVISIONRO ROUGH OPENINGSC SLIP CRITICALSECT SECTIONSIM SIMILARSJ SEISMIC JOINTSOG SLAB-ON-GRADESPEC SPECIFICATIONSSQ SQUARESST STAINLESS STEELSTD STANDARDSTIFF STIFFENERSTL STEELSTRUCT STRUCTURALSW SHORT WAYSYMM SYMMETRICALT/ TOP OFT&B TOP AND BOTTOMTHK THICK (NESS)TRANS TRANSVERSETYP TYPICALUNO UNLESS NOTED OTHERWISEVERT VERTICALVIF VERIFY IN FIELDW WIDE FLANGE SECTIONW/ WITHW/O WITHOUTWD WOODWP WORK POINTWT TEE SECTIONWWF WELDED WIRE FABRIC

C1A QUALITY CONTROL PROGRAM OF FIELD TESTING AND INSPECTION WILL BEPERFORMED BY THE TESTING AGENCY ON STRUCTURAL CONCRETE WORK.SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW THE TESTING REQUIREMENTS TOBE COMPLETED. PROVIDE ADEQUATE NOTICE TO ALLOW THE TESTING AGENCY TOREVIEW PLACEMENT OF REINFORCEMENTS PRIOR TO PLACING CONCRETE.

C2SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING REQUIRED BACKUP DATA,FOR EACH TYPE OF CONCRETE PROPOSED FOR USE TO THE ARCHITECT/ ENGINEERFOR REVIEW. ALLOW ADEQUATE TIME FOR REVIEW PRIOR TO PERFORMING CONCRETEWORK.

C3DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE CONCRETE REINFORCEMENT INACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"AND ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", LATESTEDITIONS.

C4SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING ANDPLACEMENT TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION.INCLUDE DETAILS AND LOCATIONS OF CURBS, CONSTRUCTION JOINTS, SLABDEPRESSIONS, SLEEVES, OPENINGS, ETC.

C5PERFORM CONCRETE COMPRESSION STRENGTH TESTING PER ASTM C31 AND C39.SAMPLE CONCRETE FOR TESTING SPECIMENTS AT THE POINT OF DEPOSIT INACCORDANCE WITH ASTM C172. TESTING SHALL CONSIST OF ONE SET OF 3 CYLINDERSMADE FROM A SINGLE SAMPLING FOR EACH TRUCK OR EACH 50 CUBIC YARDS OFCONCRETE PLACED EACH DAY. ALL TEST SPECIMENS ARE TO BE LABORATORY-CURED.TEST AS FOLLOWS:a. ONE (1) 7-DAY BREAK.b. TWO (2) 28-DAY BREAK

C6CLEAN AND MOISTEN CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING FRESHCONCRETE.

C7COORDINATE THE LOCATION OF INSERTS, EMBEDDED PLATES, ANCHORS, REGLETSAND SIMILAR ITEMS REQUIRED BY OTHER TRADES TO BE PLACED IN CONCRETE.MAINTAIN CORRECT LOCATION OF REINFORCING BARS WHEN PLACING THESE ITEMS.

C8UNLESS NOTED OTHERWISE, PROVIDE DOWELS TO MATCH MAIN REINFORCEMENT SIZEAND SPACING. PROVIDE TENSION LAP SPLICE UNLESS NOTED OTHERWISE.

C9DO NOT USE CALCIUM CHLORIDE IN CONCRETE.

C10REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGSFOR CURBS, PADS, DEPRESSIONS, WALL/SLAB OPENINGS, SPECIAL FLOOR FINISHES,ETC.

C11PROVIDE AIR-ENTRAINING IN CONCRETE AS SET FORTH IN ACI 318-11, TABLE 4.4.1.

C12REFER TO ACI 318, CHAPTER 7.7 FOR MINIMUM CONCRETE COVER REQUIREMENTS,UNO.

C13REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHERAND TO ACI 306 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.

C14PROVIDE ONLY CONCRETE AND REINFORCING MATERIALS OF THE TYPES AND GRADESLISTED IN THE TABLE BELOW, UNLESS NOTED OTHERWISE.

CONCRETE F'C (PSI) UNIT WEIGHT (PCF)

FOOTINGS 4000 145ALL OTHER CONCRETE 4000 145

REINFORCING GRADETYPICAL BARS ASTM A615, GRADE 60

1/2" ISOLATION JT (TYP)

STEEL COL

NOTES:1. T = FOOTING THICKNESS.2. EVENLY SPACE FOOTING REINFORCEMENT.3. TOP OF FOOTING MATCH EXISTING T/ SLAB.

FTG - SEE PLAN

SEE 3/S0001 FORSUBGRADE REQUIREMENTS.

EXISTING SOGPATCH AS REQ'D

COL AND FTG

T/SLAB

VIF

W OR L SEE PLAN

6"

T

EMULSIFIED ASPHALT SEAL

NOTE:LEVELING SCREWS, LEVELING NUTS OR STEELSHIMS ARE ACCEPTABLE PLUMBING ALTERNATIVES

HSS COLUMN

ANCHOR ROD

(1) HEAVY HEX NUT

1/4" LEVELING PLATE(SEE NOTE)

LEVELING SCREWS(ALTERNATE)

L DIMENSION

T/FDTN

SEE PLAN

FINISH WHEN LEVELINGPLATE IS USED

FINISH

TH

ICK

NE

SS

T=

FIN

ISH

EQ EQ

GR

OU

T1"N

ON

-SH

RIN

K

EQ

EQW D

IME

NS

ION

TY

P2"

EM

BE

DM

EN

T

F1NOTE REQUIREMENTS ON PLANS. DO NOT UNDERMINE EXISTING CONSTRUCTION.

F2BEAR FOOTINGS ON UNDISTURBED SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLEBEARING CAPACITY OF 1500 POUNDS PER SQUARE FOOT. EXTEND EXTERIOR CONSTRUCTION DOWN AMINIMUM OF 1 FOOT BELOW EXTERIOR GRADE. ELEVATIONS GIVEN ARE MINIMUM DEPTHS.

F3PROVIDE POSITIVE PROTECTION FOR EXCAVATION SLOPES AGAINST INSTABILITY AND DETERIORATIONDUE TO RAIN, WIND, SNOW OR ICE.

F4THE EXPOSED SUBGRADE SOILS MAY BE SENSITIVE TO DISTURBANCE AND STRENGTH DEGRADATIONWHEN HIGH MOISTURE CONTENTS ARE PRESENT. MINIMIZE CONSTRUCTION TRAFFIC OVER EXPOSEDSUBGRADES. DO NOT POND WATER ON THE SUBGRADES. CONTROL SURFACE AND GROUND WATER BYPROPER SITE GRADING, PERIMETER CUTOFF TRENCHES, AND SUMP AND PUMP METHODS OFDEWATERING. CONSTRUCT CUTOFF TRENCHES AND SUMPS OUTSIDE THE INFLUENCE OF PROPOSEDFOUNDATIONS.

F5THE OWNER'S GEOTECHNICAL CONSULTANT MUST REVIEW AND APPROVE FINISHED EXCAVATIONS ANDBEARING SUBGRADES BEFORE PLACING CONCRETE. PROVIDE ADDITIONAL EXCAVATION AS NECESSARYTO ACHIEVE THE REQUIRED BEARING CAPACITY.

F6CLEAN REINFORCEMENT IMMEDIATELY PRIOR TO PLACING CONCRETE.

F7DO NOT PLACE CONCRETE IN AN EXCAVATION CONTAINING FREE WATER, FROST, ICE OR FROZENGROUND. PROVIDE NECESSARY MEASURES TO PREVENT FROST OR ICE FROM PENETRATING FOOTINGOR SLAB SUBGRADE, BOTH BEFORE AND AFTER CONCRETE PLACEMENT AND UNTIL SUBGRADES AREFULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE.

F8PLACE THE CONCRETE FOR EACH FOOTING IN ONE CONTINUOUS POUR.

LIME STABILIZED SUBGRADE

#4@12"T&B EW

RAW SUBGRADE

1'-0"

6"

.

EXIST SOGPATCH AS REQ'D

NOTES:1. SAW CUT EXIST SLAB ON GRADE. COORDINATE WITH SITE UTILITIES

BEFORE DEMOLITION OF EXISTING SLAB ON GRADE.2. RAW SUBGRADE: TOP 6" COMPACTED TO 95% STANDARD PROCTOR3. LIME STABILIZED SUBGRADE: HYDRATED LIME SLURRY (THD TYPE B).

4% LIME BY SOIL DRY. TOP 6" COMPACTED TO 98% STANDARD PROCTOR.4. CONCRETE: 4000 PSI @ 28 DAYS & AIR ENTRAINED TO 5% | 1%.5. MONOLITHIC POUR WHERE SITE PAD AND COLUMN FOOTING OVERLAP.

PORTLAND CEMENT CONCRETE

2"

CLR

EMULSIFIED ASPHALT SEAL

O.F. OF GENERATORENCLOSURE

1/2" ISOLATION JT (TYP)

MIN

1'-0"

3"

CLR


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

GENERAL NOTES ANDABBREVIATIONS

S0001RS TB

STRUCTURAL DESIGN LOADS

MISCELLANEOUS

STRUCTURAL STEEL NOTESABBREVIATIONS

STRUCTURAL CONCRETE NOTES

1/2" = 1'-0"1

TYPICAL COLUMN FOOTING

1" = 1'-0"2

TYPICAL STEELCOLUMN BASE DETAIL

FOUNDATION NOTES

1/2" = 1'-0"3

TYPICAL SITE PAD DETAIL

tingstrup

Text Box

19

QO P

1.3

13

S0102

2'-0" x 2'-0" x 12"(WxLxT) FTG W/ (3)#5 EW TOP ANDBOT, TYP UNO

3'-0" x 3'-0" x 12" FTGW/ (4) #5 EW EF

HSS4x4x5/16 POST WITH 1'-0" x1'-0" x 3/4" (WxLxT) BASE PLATEAND (4) 3/4" Ø HEAVY HEXHEAD ANCHOR BOLTS W/ 9"MIN EMBEDMENT, TYP

5'-5"

4'-0"

VIF

5'-5" 4'-8"

VIF

4'-9"

1'-3"

8'-1"

13'-4"

4'-0"

14'-4"

1'-3"

17'-4"

45°

15'-8"

6'-7"

8'-10"

6'-4

"

10'-6

"

8

S0102

VIF

3'-11 1/2"

VIF2'-1

1/2

"

4'-10"

VIF

2'-9 3/4" 10'-0"

QO P

1.3

13

S0102

VIF

HSS6x4x5/16

HS

S6x4x5/1

6

HSS POST, VERIFY SIZEAND LOCATION

5

S0102

HSS4x4x5/16

HSS4x4x5/16

HS

S6x4x5/1

6

.

3 9/

16" (

VIF)

1'-1

0"

10'-6

"

5'-6"

5'-6"

8

S0102

6

S0102

HSS6x4x5/16

HSS4x4x5/16

HSS4x4x5/16

HSS6x4x5/16

HSS6x4x5/16

HS

S6x4x5/1

6

HS

S6x4x5/1

6

HSS6x4x5/16

HSS4x4x5/16

HSS6x4x5/16

HS

S6x4x5/1

6

HS

S6x4x5/1

6

HSS4x4x5/16

HSS6x4x5/16

HSS6x4x5/16

HSS6x4x5/16

HSS6x4x5/16

HSS6x4x5/16

HSS6x4x5/16

HSS6x4x5/16

HSS4x4x5/16 (-5'-8")

HSS4x4x5/16 (-5'-8")

HSS4x4x5/16 (-5'-8")

7

S0102

TYP

HSS4x4x5/16 (-5'-8")

HSS4x4x5/16 (-5'-8")

HSS4x4x5/16 (-5'-8")

HSS4x4x5/16 (-5'-8")

HSS6x4x5/16 (-5'-8")

0".

0".

0".

0".

0".

0".

0".

0".

0".

HSS4x4x5/16 (-5'-8")

HSS4x4x5/16 (-5'-8")

0".

0".

8

S0102

SIM

8

S0102

SIM

HSS4x4x5/16 (-5'-8")

TYP

HSS6x4x5/16

45°3

S0102

SIM

8

S0102

SIM

8

S0102

SIM

HS

S4x4

HS

S4x4

HSS4

HSS4

5'-8"

1/4" CAP PL, TYP

T/ EXIST SOG

3 SIDES

TYP

T/STL

MATCH EXIST ELEVATIONS

PJP

HSS4x4x5/16

HSS4x

4x5/

16

1

1

TYP

TYP

8"

B/ EXIST CONC BEAM

B/ EXIST PRECAST PANEL

VIF

3 SIDES, TYPHSS6x4x5/16 PENETRATIONTHROUGH EXIST PRECAST

EXIST COL EXIST COL

TYP

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE DRAWING S0001.2. MATCH EXISTING SOG ELEVATION (517'-6"), VIF.3. FIELD VERIFY DIMENSIONS BEFORE FABRICATION

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE DRAWING S0001.2. T/ STL ELEVATION 530'-2", UNLESS NOTED OTHERWISE (+ OR -) FROM

ELEV 530'-2", VIF.3. FIELD VERIFY DIMENSIONS BEFORE FABRICATION.4. INDICATES BRACE LOCATION

HSS4 - SEE PLAN

HSS 6x4 - SEE PLAN

1

1

TYP

3 SIDES,TYP

PJP

HSS6x4 - SEE PLAN

HSS4x4 COLUMN

HSS4x4x5/16 BRACE, TYP

2'-6"

1/4" CAP PL

6

S0102

1/4" CAP PL

EXISTING CONC WALL

1'-10"

TYP

3 SIDES,TYP

PJP

HSS4x

4x5/

16HSS4x4x5/16

HSS4

HS

S4x4

HSS6x4

HS

S4x4

5'-8"

1

1

T/STL

MATCH EXIST ELEVATIONS

T/ EXIST SOG1

11" 1"

TYP

HSS BEAM - SEE PLAN

HSS4x4 BRACE

1

1

NOTE:ALL STEEL SHALL BEHOT-DIP GALVANIZED


T: 314.241.6250F: 314.241.2570

DALLAS, TX



SEPT 8, 2017

Drawing Title


Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date



84

0

B

A

C

D

E

F


6"

10

6"


one inch = one foot

20

6"

6"

02



40


40

04

8


VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321


of 20

2J

FRAMING PLANS

S0102RS TB

1/8" = 1'-0"1

FOUNDATION PLAN 1/8" = 1'-0"

2LEVEL 01

1/2" = 1'-0"3

SECTION

1/2" = 1'-0"5

SECTION

1 1/2" = 1'-0"7

SECTION

3/4" = 1'-0"6

SECTION 1/2" = 1'-0"

8SECTION

1 1/2" = 1'-0"4

BRACE CONNECTION

tingstrup

Text Box

20

DALLAS VA MEDICAL CENTER · install emergency power for building 2j medical equipment 4500 s....

Documents

Transcript of DALLAS VA MEDICAL CENTER · install emergency power for building 2j medical equipment 4500 s....