Pages from 20241108_USDA_DFRC_RTA_Dwgs_V3_4.pdf

B14.A B14.B B14.C B14.D B14.E B14.F B14.G B14.H B14.I B14.J B14.K

B14.1

B14.2

B14.3

B14.4

B14.5

B14.6

B14.7

US Army Corps of Engineers ®

SHEET ID

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I-101-B14

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NORTH

KEY PLAN

B14

1/4" = 1'-0"1 ROOM FINISH PLAN - AREA B14

FINISH SCHEDULE

ROOM NO ROOM NAME

FLOOR

NOTES & REMARKS (SEE NOTES)MAT FIN

B14-100 FUEL STORAGE CONC LBRF

R

TA

/0

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1.

PROVIDE #10 WIRE FOR ALL 20A 120V CIRCUITS EXCEEDING 75 FEET AND FOR 20A 277V

CIRCUITS THAT EXCEED 150 FEET.

2.

RECEPTACLES SHALL BE WIRED AS FOLLOWS: 3 CIRCUIT, 20A, HOMERUNS TO PANELS

SHALL BE 3#12 PHASE CONDUCTORS, 3#12 NEUTRAL CONDUCTORS AND 1#12 GROUND. 2

CIRCUIT, 20A, HOMERUNS TO PANELS SHALL BE 2#12 PHASE CONDUCTORS, 2#12 NEUTRAL

CONDUCTORS, AND 1 #12 GROUND. 1 CIRCUIT, 20A, HOMERUNS TO PANEL SHALL BE 1#12

PHASE CONDUCTOR, 1#12 NEUTRAL CONDUCTOR AND 1#12 GROUND.

3.

VERIFY LOCATION AND CONNECTIONS REQUIREMENTS FOR EQUIPMENT PROVIDED BY

OTHER TRADES PRIOR TO ROUGH-IN.

4.

COORDINATE CEILING MOUNTED LIGHTS AND DEVICES WITH CEILING CONTRACTOR AND

INSTALL AS SHOWN ON THE REFLECTED CEILING PLANS.

5.

ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT (SWITCHGEAR, FREE STANDING

PANELBOARDS, TRANSFORMERS) SHALL BE INSTALLED ON 4" HIGH CONCRETE PAD.

6.

COORDINATE ALL DIMENSIONS & WIRING REQUIREMENTS ON ALL PRE-PURCHASED

EQUIPMENT WITH FINAL APPROVED SHOP DWGS.

7.

FIRE SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS & SLABS. SEAL FIRE

RATING SHALL BE EQUAL TO OR GREATER THAN THE FIRE RATING OF THE WALL OR SLAB

THROUGH WHICH THE CONDUIT PASSES.

8.

COORDINATE THE LOCATION AND MOUNTING HEIGHTS OF OUTLETS AND MULTI-OUTLET

ASSEMBLIES WITH ARCHITECTURAL FLOOR PLANS AND ELEVATION DRAWINGS..

9.

CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING SWITCH BOXES.10.

FOR MOUNTING HEIGHT OF UNDER-SHELF/CABINET LIGHTING FIXTURES REFER TO

ARCHITECTURAL DRAWINGS.

11.

COORDINATE EXACT LOCATION OF SUSPENDED LIGHTING FIXTURES IN MECHANICAL AND

STORAGE AREAS WITH OTHER TRADES.

12.

RACEWAYS, SLEEVES, AND BOXES FOR IT CABLING SHALL COMPLY WITH COMMERCIAL

BUILDING STANDARD FOR TELECOMMUNICATION PATHWAYS AND SPACES,

ANSI/TIA/EIA-569-A.

13.

BOND FLAMMABLE LIQUID STORAGE CABINETS WITH #10 AWG WIRE TO THE NEAREST STEEL

COLUMN. INSTALL WIRE IN CONDUIT.

GENERAL NOTES

MOTOR CONTROL CENTER

PANEL DESIGNATION

EMCC1S1-XX

SYSTEM DESIGNATION

N NORMAL

E EMERGENCY

C CRITICAL

LS LIFE SAFETY

EQ EQUIPMENT

R RELAY

U U.P.S.

D DIMMING

VOLTAGE DESIGNATION

L 208/120V M 240/120V

H 480/277V, 480V, OR 380/220V

PANEL TYPE

D DISTRIBUTION PANEL

(DISTRIBUTION PANELS ONLY)

CLOSET LOCATION

N NORTH

S SOUTH

E EAST

W WEST

C CENTRAL UTILITY PLANT

FLOOR DESIGNATION

0 LOWER LEVEL

1 1ST FLOOR

2 2ND FLOOR

3 3RD FLOOR

DESIGNATION

CIRCUIT NUMBER

CLOSET LOCATION

(SEE PANEL DESIGNATION)

FLOOR DESIGNATION

(SEE PANEL DESIGNATION)

DESIGNATION

CIRCUIT NUMBER

TRANSFORMER

ET2S1

SYSTEM DESIGNATION

N NORMAL

E EMERGENCY

C CRITICAL

LS LIFE SAFETY

EQ EQUIPMENT

U U.P.S.

CLOSET LOCATION

(SEE PANEL DESIGNATION)

FLOOR DESIGNATION

(SEE PANEL DESIGNATION)

DESIGNATION

SYSTEM DESIGNATION

N NORMAL

E EMERGENCY

C CRITICAL

LS LIFE SAFETY

EQ EQUIPMENT

U U.P.S.

EHD2S1-XX

ALL DEVICE MOUNTING HEIGHTS INDICATED ON THIS LEGEND ARE FROM FINISHED FLOOR

TO CENTER OF OUTLET BOX.

14.

PS

GENERAL

XX

XX

XX

XX

1,3,5

1LN1PANEL NAME

CIRCUIT NUMBER(S)

CIRCUIT NUMBER(S)

PANEL NAME

1LN1-1,3,5

BRANCH CIRCUIT HOMERUN. PROVIDE #12 PHASE, #12 NEUTRAL

AND #12 GROUND CONDUCTORS FOR EACH INDICATED CIRCUIT

OR

MULTI WIRE BRANCH U.O.N. PROVIDE SWITCH LEGS FOR SWITCH

CIRCUITING AS REQUIRED. PROVIDE EQUIPMENT GROUND WIRE

IN

ALL BRANCH CIRCUIT RACEWAYS. PROVIDE SEPARATE

ISOLATED

GROUND WIRE TO ALL ISOLATED GROUND DEVICES.

CONDUIT RISER UP

CONDUIT RISER DOWN

INDICATES CIRCUIT CONTINUATION

STUB INTO ACCESSIBLE CORRIDOR CEILING SPACE UNLESS

OTHERWISE NOTED

CONDUIT SEAL FITTING FOR HAZARDOUS AREAS

CONDUIT SLEEVE

CAP END OF CONDUIT

CONDUIT RUN BELOW GRADE, UNDER OR CONCEALED IN FLOOR

SLAB, UNDER RAISED FLOOR

SYSTEM CIRCUIT. SUBSCRIPT "XX" DENOTES SYSTEM TYPE

CONDUIT TO TERMINAL CABINET. SUBSCRIPT "XX" DENOTES

SYSTEM TYPE

CIRCUIT DESIGNATIONS

CONDUIT RUN CONCEALED IN CEILING OR WALL

XXXX-XXXX

XXXX-XXXX

J TV

POWER SUPPLY

EMERGENCY POWER OFFEPO

MEDICAL GAS ALARMMGA

PHYSIOLOGICAL MONITOR

REMOTE CONTROL

TEMPERATURE CONTROL

CLOSED CIRCUIT TELEVISIONCCTV

GROUNDING ELECTRODE CONDUCTOR

SECURITYSEC

TELEVISION

TELEPHONE

PUBLIC ADDRESS SYSTEM

INTRUSION DETECTION

DOOR CONTROL

INTERCOM

FIRE ALARM

DATA TECHNOLOGY

NURSE CALL

DOCTORS REGISTER

DOCTORS DICTATION

CARDIAC ARREST (CODE BLUE)

THE FOLLOWING SUBSCRIPTS ARE USED TO INDICATE

DIFFERENT SYSTEM TYPES

FOOT ON DEVICE INDICATES WALL MOUNTED

MARK NUMBER FOR FIXED EQUIPMENT

MARK NUMBER FOR MECHANICAL EQUIPMENT

KEY NOTE REFERENCE SYMBOL.

PM

RC

TC

G

TV

TEL

PA

ID

DC

IC

FA

DT

NC

DR

DD

CA

PARAPET MOUNTED AIR TERMINAL REFER TO

DETAILS.

SCREEN WALL MOUNTED AIR TERMINAL REFER TO

DETAILS.

FLAT ROOF MOUNTED AIR TERMINAL REFER TO

DETAILS.

THRU ROOF DOWN CONDUCTOR TO GROUNDING

SYSTEM

MAIN CONDUCTOR

SECONDARY CONDUCTOR

BONDING CONNECTION

GROUND CONDUCTOR

COPPER GROUND ROD 3/4"DIA. X 10'-0"

LONG

G

S

P

LIGHTNING PROTECTION

A

B

A

A

6A

RC

A

TYPICAL OUTLET SYMBOL NOTES

"*" -MOUNTED 4" ABOVE COUNTER, CASEWORK, BACKSPLASH OR 46" IF NOTHING BELOW.

COORDINATE WITH ARCHITECTURAL DETAILS AND CASEWORK CONTRACTOR.

"+84" -INDICATES MOUNTING HEIGHT ABOVE FINISHED FLOOR.

"GF" -GROUND FAULT CIRCUIT INTERRUPTER.

"ST" -SAFETY TYPE

"IG" -ISOLATED GROUND

"WP" -WEATHERPROOF

"XP" -EXPLOSION PROOF

"SW" -TOP HALF OF DUPLEX RECEPTACLE SWITCHED

"CL" -CLOCK RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE, RED

20A, 125V, 2 POLE, 3 WIRE GROUNDING SINGLE RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING SINGLE RECEPTACLE, RED

20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE, RED

PEDESTAL - BENCH MOUNTED BACK-TO-BACK DUPLEX CONVENIENCE

RECEPTACLE.

PEDESTAL - BENCH MOUNTED DUPLEX CONVENIENCE RECEPTACLE.

PEDESTAL - BENCH MOUNTED BACK-TO-BACK DOUBLE DUPLEX

CONVENIENCE RECEPTACLE

PEDESTAL - BENCH MOUNTED DOUBLE DUPLEX CONVENIENCE RECEPTACLE.

SPECIAL OUTLET. REFER TO SCHEDULE FOR REQUIREMENTS.

20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE. SPECIAL

PURPOSE I.E. UPS

20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE.

SPECIAL PURPOSE I.E. UPS

FLOOR BOX - REFER TO SCHEDULE FOR REQUIREMENTS

POKE THROUGH - REFER TO SCHEDULE FOR REQUIREMENTS

ONE PREWIRED DUPLEX RECEPTACLE, 125 VOLTS, 20 AMP. MOUNTED IN

CAST BOX SUPPLIED WITH CABLE BY COMPUTER POWER CENTER

MANUFACTURER. INSTALLED UNDER RAISED FLOOR. REFER TO COMPUTER

ROOM EQUIPMENT SCHEDULE.

TWO PREWIRED DUPLEX RECEPTACLES (QUAD), 125 VOLTS, 20 AMP. MOUNTED

IN CAST BOX SUPPLIED WITH CABLE BY COMPUTER POWER CENTER

MANUFACTURER. INSTALLED UNDER RAISED FLOOR. REFER TO COMPUTER

ROOM EQUIPMENT SCHEDULE.

SPECIAL PURPOSE PREWIRED RECEPTACLE OR CONNECTOR AS INDICATED IN

COMPUTER ROOM EQUIPMENT SCHEDULES, SUPPLIED WITH CABLE BY

COMPUTER POWER CENTER MANUFACTURER. INSTALLED UNDER RAISED

FLOOR BY E.C.

MULTIOUTLET ASSEMBLY, - INDICATES TYPE, - INDICATES QUANTITY

OF DUPLEX RECEPTACLES. SEE MULTIOUTLET ASSEMBLY SCHEDULE. SEE

DETAIL DRAWINGS FOR INSTALLATION REQUIREMENTS.

POWER / TELECOMM POLE. PROVIDE JUNCTION BOX ABOVE CEILING FOR

POWER CONNECTION, CONNECT TO WIRING IN POWER POLE. SEE SCHEDULE

EXTENSION CORD REEL

TYPICAL OUTLET SYMBOL CIRCUITING NOTES

NOTES

1. OUTLETS LOCATED AT COUNTERS SHALL BE LOCATED 18" AFF IN KNEE SPACE IF PROVIDED

OR 4" ABOVE COUNTER OR BACK SPLASH AS APPLICABLE IF NO KNEE SPACE IS PROVIDED

UON.

POWER OUTLETS

20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE

CEILING MOUNTED RECEPTACLE, TYPE AS INDICATED ABOVE

GF

+30"

PANEL NAME

CIRCUIT NUMBER

ELEVATION

TYPE

LP-1

GF

+30"

PANEL NAME

CIRCUIT NUMBER

ELEVATION

TYPE

LP-1

1,3,5

"OC" -OCCUPANCY CONTROLLED

EPO

T

30/3

30/6

30/3

20AF

30/3

12x3

CP

T

C

ASD

JJ

J

J

M

480/277V OR 480V PANEL

208/120V PANEL

120/240V PANEL

RELAY PANEL

COMBINATION FULL VOLTAGE MOTOR STARTER

REV REVERSING

COMBINATION FULL VOLTAGE MOTOR STARTER / DISCONNECT

REV REVERSING

ADJUSTABLE SPEED DRIVE

JUNCTION BOX, MOUNTED ABOVE CEILING IN AREAS WITH

SUSPENDED CEILING, MOUNTED EXPOSED IN AREAS WITH NO

SUSPENDED CEILING

JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT

INDICATED AND REQUIRED

JUNCTION BOX, FLUSH WALL MOUNTED

T JUNCTION BOX FOR VOICE/DATA

BUS DUCT, FEEDER OR PLUG-IN TYPE AS INDICATED

EMERGENCY POWER OFF' BREAK GLASS STATION.

POWER DISTRIBUTION

DISCONNECT SWITCH

6 POLE DISCONNECT SWITCH (FOR ALL 2 SPEED MOTORS)

FUSED DISCONNECT SWITCH

MANUAL MOTOR STARTER SWITCH WITH THERMAL OVERLOAD

PROTECTION.

CONTACTOR

ENCLOSED CIRCUIT BREAKER

COMBINATION REDUCED VOLTAGE MOTOR STARTER

COMBINATION REDUCED VOLTAGE MOTOR STARTER/DISCONNECT

COMBINATION 2 SPEED MOTOR STARTER/DISCONNECT

MOTOR - NUMBER INDICATES HORSEPOWER

2 SPEED MOTOR - NUMBER INDICATES HORSEPOWER

CONTROL PANEL FURNISHED BY OTHERS, INSTALLED BY

DIVISION 16, UON

PUSHBUTTON STATIONS. ONE, TWO, OR THREE AS INDICATED

CABLE TRAY - WIDTH x HEIGHT AS NOTED, OR KEY NOTED

UNDER FLOOR DUCT SYSTEM

DRY TYPE TRANSFORMER

NOTE:

SYMBOLS SHOWN ARE FOR REFERENCE ONLY

AND DO NOT CONSTITUTE A CHECK LIST OF

DEVICES REQUIRED BY THE CONTRACT

A

NOTES:

1. MULTI-CIRCUIT RACEWAYS SHALL BE ALTERNATELY CIRCUITED. LABEL ALL RECEPTACLES

WITH PANEL NAME AND CIRCUIT NUMBER.

B

C

ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,

GROUNDING TYPE

ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,

GROUNDING TYPE AND ONE VOICE/DATA OUTLET

ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,

GROUNDING TYPE

ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,

GROUNDING TYPE AND ONE VOICE/DATA OUTLET

DESCRIPTIONSYMBOL

FLUSH FLOOR BOX/POKE-THRU SCHEDULE

REMARKS

A

B

A

B

WIREMOLD SERIES G-3000

WIREMOLD SERIES G-4000

WIREMOLD SERIES G-6000

2'-0"

2'-0"

2'-0"

NA

PLANS

AS SHOWN

AS SHOWN

PLANS

REMARKSTELE/DATA

OUTLET CENTERS

POWERDESCRIPTION

MULTIOUTLET ASSEMBLY SCHEDULE

TYPE

A

B

SYMBOL NEMA

CONFIGURATION

WIRE/CONDUIT

(UON)

VOLTAGE

RATING

C.B. OR FUSE

AMPS/POLES REMARKS

2#12 & 1#12G-3/4"C

2#10 & 1#10G-3/4"C

250V

250V

20/2

30/2

L6-20R

L6-30R

SPECIAL OUTLETS SCHEDULE

E

M

ER

E

M

ER

EX

B

EXISTING ELECTRICAL ITEM TO BE REMOVED AND PROVIDED WITH A

BLANK COVER PLATE

EXISTING ELECTRICAL OR SYSTEMS CIRCUIT TO REMAIN.

NOTES:

THE FOLLOWING SYMBOLS ARE EXAMPLES INTENDED TO SHOW METHODOLOGY FOR

DEMOLITION. THIS APPROACH IS APPLICABLE TO ALL SYMBOLS INDICATED ON THIS

SCHEDULE.

EXISTING ELECTRICAL ITEM TO REMAIN

EXISTING ELECTRICAL ITEM TO BE RELOCATED

EXISTING ELECTRICAL ITEM TO BE REMOVED

EXISTING ELECTRICAL RELOCATED. NEW LOCATION

EXISTING ELECTRICAL OR SYSTEMS CIRCUIT TO BE REMOVED. SHOWN

ONLY

WHERE CLARIFICATION BETWEEN EXISTING TO REMAIN AND REMOVED IS

REQUIRED.

DEMOLITION AND REMODEL

A, AMP AMPERES

AF AMP FUSE OR AMP FRAME

AFC AVAILABLE FAULT CURRENT (SYMMETRICAL)

AFF ABOVE FINISHED FLOOR

AIC AMPERE INTERRUPTING CAPACITY

AM AMMETER

AS AMP SWITCH OR AMMETER SWITCH

ASYM ASYMMETRICAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BOF BOTTOM OF FIXTURE

B.S.C BARE STRANDED COPPER CONDUCTOR

C CONDUIT

CAP CAPACITY OR CAPACITOR

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT ,CCT CIRCUIT

CL CURRENT LIMITING

C.O. CONDUIT ONLY

CONN CONNECT OR CONNECTION

CU COPPER

DA DURESS ALARM

DB DOOR BELL

DISC DISCONNECT

DPST DOUBLE POLE SINGLE THROW

EC ELECTRICAL CONTRACTOR

EWC ELECTRIC WATER COOLER

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATION OR ELEVATOR

EMERG, EM EMERGENCY

EPO EMERGENCY POWER OFF

EMT ELECTRICAL METAL TUBING

EG ENGINE GENERATOR

FDR FEEDER

FIXT FIXTURE

FLA FULL LOAD AMPERES

FLUOR FLUORESCENT

GRC,GCR GALVANIZED RIGID CONDUIT

GEC GROUNDING ELECTRODE CONDUCTOR

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI,GF GROUND FAULT INTERRUPTER

GRD,GND,G GROUND

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTO

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

IG ISOLATED GROUND

INCAND INCANDESCENT

JB JUNCTION BOX

KAIC THOUSAND AMPERE INTERRUPTING CAPACITY

KVA KILOVOLT AMPERES

KW KILOWATT

KWH KILOWATT HOUR

LTG LIGHTING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MH MANHOLE, METAL HALIDE OR MOUNTING HEIGHT

MLO MAIN LUGS ONLY

N.C. NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NIC NOT IN CONTRACT

NF NON FUSIBLE

NL NIGHT LIGHT

N.O. NORMALLY OPEN

NTS NOT TO SCALE

OCP OVER CURRENT PROTECTION

OL OVERLOADS

P POLE

PB PULLBOX

PH OR Ø PHASE

PNL PANEL

POC POINT OF CONNECTION

PR PAIR

PVC POLYVINYL CHLORIDE

PWR POWER

REC RECEPTACLE

RGS RIGID GALVANIZED STEEL

RX REQUEST TO EXIT

SOL SOLENOID

SPTD SINGLE POLE DOUBLE THROW

SPKR SPEAKER

SPST SINGLE POLE SINGLE THROW

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

TEL TELEPHONE

TGB TELECOMMUNICATIONS GROUNDING BUSBAR

TRANSF TRANSFORMER

TTB TELEPHONE TERMINAL BACKBOARD

TV TELEVISION

TYP TYPICAL

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

V VOLT

VA VOLT AMPERES

VD VOLTAGE DROP

VM VOLT METER

VS VOLT METER SWITCH

W WATTS OR WIRE

W/ WITH

W/O WITHOUT

WP WEATHERPROOF

XFORM TRANSFORMER

XP EXPLOSION PROOF

ABBREVIATIONS

US Army Corps of Engineers ®

SHEET ID

U S

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M

Y C

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D R

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D B

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C H

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D B

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AN

SI

D

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SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

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IT

AT

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N N

O

N

3 5 7 9 11 13 15 17 19

L

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E

C

A

D

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K

D

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C R

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P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

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C H

C

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BO

LS

L

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T, AN

D

A

BB

R

EV

IA

TI

O N

S

- A

R

EA

B

FU

EL

ST

O R

AG

E

PR

AI

R

IE

D U

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AC

, W I

O M

AH

A

D

IS

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IC

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H D

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N , V

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W

F2

0C

W

F2

1C

1/8" = 1'-0"1 E001

R

TA

/0

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G

KWHD

GFI

GFP

GRA

ALT

VM

AM

WM

FM

DM

T-1 15kVA

3PH, 4W

480-208/120V

#8G

T-1 T15

800A 3P

800 AF

800 AT

3P

XXXXAF XXXXAT 3P

AS

VS

WS

CIRCUIT BREAKER. AMP/POLES AS INDICATED

FUSE. SIZE AS INDICATED

FUSIBLE SWITCH. AMP/POLES/FUSE SIZE AS INDICATED

AUTOMATIC TRANSFER SWITCH

TRANSFORMER - SEE SCHEDULE FOR REQUIREMENTS

GROUND CONNECTION

GENERATOR

AMMETER PHASE SELECTOR SWITCH

VOLTMETER PHASE SELECTOR SWITCH

WATTMETER ON-OFF SWITCH

A.C. VOLTMETER

A.C. AMMETER

WATTMETER

FREQUENCY METER

DIGITAL METERING

KILOWATT HOUR/DEMAND METER

GENERATOR GROUND FAULT INDICATION

GROUND FAULT PROTECTION

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

GENERATOR REMOTE ANNUNCIATOR

ALTERNATOR FURNISHED BY OTHER THAN DIVISION 16

DISCONNECT SWITCH. SIZE AS INDICATED

MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER.

LOW VOLTAGE DRAWOUT CIRCUIT BREAKER.

LIGHTNING ARRESTERS

TRANSFORMER

XXX

3 LA'S

POWER ONE-LINE DIAGRAM

D D

OS

WS

PC

OS

OS

PC

a

WP

a

U

1NC5

M

3WA6

R

S

P

DWP

WP

1NC5

2EA4

LIGHTING

LOW VOLTAGE WALL STATION DEVICE PUSHBUTTON

PUSHBUTTON TYPE DESIGNATION

WP - MOUNTED IN WEATHERPROOF ENCLOSURE

PUSHBUTTON DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

RELAY PANEL SEQUENCE

PUSHBUTTON SEQUENCE

LOW VOLTAGE CEILING MOUNTED RELAY CONTROL SYSTEM OCCUPANCY SENSOR

DEVICE TYPE DESIGNATION

P - PASSIVE INFRARED

U - ULTRASONIC

D - DUAL TECHNOLOGY

WP - MOUNTED IN WEATHERPROOF ENCLOSURE

DEVICE DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

RELAY PANEL SEQUENCE

DEVICE SEQUENCE

DIRECTIONAL ARROWS (ONLY INCLUDED WHEN ZONE

OF DETECTION IS NOT 360°)

LOW VOLTAGE RELAY CONTROL SYSTEM PHOTOCELL

DEVICE TYPE DESIGNATION

WP - WEATHERPROOF

DEVICE DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

RELAY PANEL SEQUENCE

DEVICE SEQUENCE

DIRECTIONAL ARROW

CENTRAL/THEATRICAL DIMMING SYSTEM WALL AND CEILING MOUNTED DEVICES

DEVICE TYPE DESIGNATION

M - MAIN CONTROL STATION

S - SECONDARY CONTROL STATION

P - PARTITION CONTROL

R - INFRARED RECEIVER

V - AUDIO/VISUAL INTERFACE

DEVICE DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

DIMMING PANEL SEQUENCE

DEVICE SEQUENCE

LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR

LUMINAIRE CONTROL DESIGNATION

SENSOR TYPE DESIGNATION

P - PASSIVE INFRARED

U - ULTRASONIC

D - DUAL TECHNOLOGY

WP - MOUNTED WITHIN WEATHERPROOF ENCLOSURE

DIRECTIONAL ARROWS (ONLY INCLUDED WHEN ZONE OF DETECTION IS NOT 360°)

LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR

LUMINAIRE CONTROL DESIGNATION

SENSOR TYPE DESIGNATION

P - PASSIVE INFRARED

U - ULTRASONIC

D - DUAL TECHNOLOGY

WP - MOUNTED WITHIN WEATHERPROOF ENCLOSURE

DIRECTIONAL ARROWS

LINE VOLTAGE DAYLIGHT HARVESTING PHOTOCELL

PHOTOCELL TYPE DESIGNATION

S - SWITCHING

D - DIMMING

VS

U

1NC5

LOW VOLTAGE CEILING MOUNTED RELAY CONTROL SYSTEM VACANCY SENSOR

DEVICE TYPE DESIGNATION

P - PASSIVE INFRARED

U - ULTRASONIC

D - DUAL TECHNOLOGY

WP - MOUNTED IN WEATHERPROOF ENCLOSURE

DEVICE DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

RELAY PANEL SEQUENCE

DEVICE SEQUENCE

DIRECTIONAL ARROWS (ONLY INCLUDED WHEN ZONE

OF DETECTION IS NOT 360°)

LUMINAIRE CONNECTED TO EMERGENCY LIFE SAFETY BRANCH AND

FURNISHED WITH EMERGENCY SELF-DIAGNOSTIC BATTERY INVERTER

BALLAST

GENERAL LIGHTING FIXTURE NORMAL AND EMERGENCY BRANCH DESIGNATIONS (TYPICAL

FOR ALL LIGHTING FIXTURES)

LUMINAIRE CONNECTED TO NORMAL BRANCH

LUMINAIRE CONNECTED TO EMERGENCY EGRESS / NIGHT LIGHT / LIFE

SAFETY BRANCH

LUMINAIRE CONNECTED TO EMERGENCY CRITICAL BRANCH

LUMINAIRE CONNECTED TO NORMAL BRANCH AND FURNISHED WITH

EMERGENCY SELF-DIAGNOSTIC BATTERY INVERTER BALLAST

LUMINAIRE CONNECTED TO EMERGENCY CRITICAL BRANCH AND

FURNISHED WITH EMERGENCY SELF-DIAGNOSTIC BATTERY INVERTER

BALLAST

DUAL BALLAST LUMINAIRE CONNECTED TO NORMAL BRANCH AND

EMERGENCY LIFE SAFETY BRANCH

DUAL BALLAST LUMINAIRE CONNECTED TO NORMAL BRANCH AND

EMERGENCY CRITICAL BRANCH

DUAL BALLAST LUMINAIRE CONNECTED TO EMERGENCY LIFE SAFETY

BRANCH AND EMERGENCY CRITICAL BRANCH

DUAL BALLAST LUMINAIRE CONNECTED TO NORMAL BRANCH AND

EMERGENCY CRITICAL BRANCH. AN EMERGENCY SELF-DIAGNOSTIC

BATTERY INVERTER BALLAST IS FURNISHED ON CRITICAL BRANCH

CONNECTION.

DUAL BALLAST LUMINAIRE CONNECTED TO NORMAL BRANCH AND

EMERGENCY LIFE SAFETY BRANCH. AN EMERGENCY SELF-DIAGNOSTIC

BATTERY INVERTER BALLAST IS FURNISHED ON LIFE SAFETY BRANCH

CONNECTION.

LIGHTING FIXTURE DESCRIPTIONS

CEILING MOUNTED EXIT SIGN

· INDICATES DIRECTIONAL CHEVRON(S)

· DENOTES LOCATION(S) OF ILLUMINATED EXIT FACE

WALL MOUNTED EXIT SIGN

· INDICATES DIRECTIONAL CHEVRON(S)

· DENOTES LOCATION(S) OF ILLUMINATED EXIT FACE

EMERGENCY TWIN HEAD FLOOD LIGHTING UNIT WITH INTEGRAL

BATTERY PACK

EMERGENCY TWIN HEAD FLOOD LIGHTING UNIT WITH REMOTE

BATTERY PACK

EMERGENCY SINGLE HEAD FLOOD LIGHTING UNIT WITH REMOTE

BATTERY PACK

LIGHTING

L3 a

GENERAL LIGHTING FIXTURE DESIGNATIONS (TYPICAL FOR ALL LIGHTING FIXTURES)

LUMINAIRE TYPE.

· DENOTED BY UPPER CASE ALPHANUMERIC DESIGNATION. REFER TO

LIGHTING FIXTURE SCHEDULE.

· “ER” DENOTES EXISTING RELOCATED FIXTURE. REFER TO

DEMOLITION DRAWINGS FOR EXISTING TO BE RELOCATED FIXTURES.

SWITCHING CONTROL ZONE

· LOWER LETTER SUBSCRIPT MATCHES DESIGNATION OF

CORRESPONDING SWITCHING CONTROL DEVICE (USED ONLY

WHERE NECESSARY FOR CLARIFICATION).

NOTE: LUMINAIRE TYPE AND CIRCUIT NUMBER INDICATED AT A

CONTINUOUS ROW OF FIXTURES SHALL BE CONSIDERED TO BE

TYPICAL FOR ALL FIXTURES IN THAT ROW. UNLESS NOTED OTHERWISE.

a

OD LINE VOLTAGE WALL MOUNTED SWITCH

LUMINAIRE CONTROL DESIGNATION

SWITCH TYPE DESIGNATION

NO SUBSCRIPT - SINGLE POLE

3 - THREE WAY

4 - FOUR WAY

K - KEY OPERATED

L - PILOT LIGHT "ON" WITH LIGHTS

M - MOMENTARY CONTACT

OP - OCCUPANCY SENSOR SWITCH, PASSIVE INFRARED

OU - OCCUPANCY SENSOR SWITCH, ULTRASONIC

OD - OCCUPANCY SENSOR SWITCH, DUAL TECHNOLOGY

OR - OCCUPANCY SENSOR SWITCH, DUAL TECHNOLOGY W/ DUAL RELAY

OL - OCCUPANCY SENSOR SWITCH, PILOT/NIGHT LIGHT

T - TIME SWITCH

T3 - THREE WAY TIME SWITCH

D - DIMMER SWITCH

D3 - THREE WAY DIMMER SWITCH

XP - EXPLOSION PROOF

WP - MOUNTED WITHIN WEATHERPROOF ENCLOSURE

VP - VACANCY SENSOR SWITCH, PASSIVE INFRARED

VU - VACANCY SENSOR SWITCH, ULTRASONIC

VD - VACANCY SENSOR SWITCH, DUAL TECHNOLOGY

VR - VACANCY SENSOR SWITCH, DUAL TECHNOLOGY W/ DUAL RELAY

VL - VACANCY SENSOR SWITCH, PILOT/NIGHT LIGHT

LIGHTING CONTROL DESIGNATIONS

LIGHTING CONTROL DESIGNATIONS

SITE LIGHTING FIXTURE DESCRIPTIONS

POLE MOUNTED SINGLE ARM LUMINAIRE

POLE MOUNTED TWIN ARM LUMINAIRE

POLE MOUNTED TRIPLE ARM LUMINAIRE

POLE MOUNTED QUAD ARM LUMINAIRE

GROUND MOUNTED TWIN FLOOD LUMINAIRE

POLE MOUNTED POST TOP LUMINAIRE

GROUND MOUNTED LOW LEVEL LUMINAIRE - BOLLARD

INGRADE UPLIGHT LUMINAIRE

· DENOTES DIRECTION OF LIGHT DISTRIBUTION

POLE MOUNTED SINGLE FLOOD LUMINAIRE

POLE MOUNTED TWIN FLOOD LUMINAIRE

GROUND MOUNTED SINGLE FLOOD LUMINAIRE

HHMH

TEL

UE

AE

GROUND ROD AND SYSTEM TEST WELL

GROUND ROD CONNECTION

ELECTRICAL MANHOLE OR HANDHOLE

MH=MANHOLE, HH=HANDHOLE

COMBINED POWER AND TELEPHONE UTILITY POLE

GROUND BUS ON STANDOFFS

EXOTHERMIC COMPRESSION CONNECTION

OVERHEAD ELECTRICAL WIRING

UNDERGROUND TELEPHONE CONDUIT

UNDERGROUND CONDUIT AND WIRING

SITE POWER AND TELECOMMUNICATIONS

0.0"

18"

6'-0"

4'-0"

FINISHED FLOOR

10'-0"

EXIT, WARNING, AND SIGNALING FIXTURES/SIGNS ( IF

FIXTURE/SIGN IS NOT DIRECTLY ABOVE A DOOR, USE HEIGHT OF

AN ADJACENT DOOR AS A GUIDE)

6'-8"

TOP OF WALL MOUNTED LIGHTING SWITCHES, MANUAL MOTOR

STARTERS, FIRE ALARM PULL STATIONS, WALL MOUNTED

TELEPHONES. (PER ADA REQUIREMENTS, NO "OPERABLE

PARTS" SHALL BE ABOVE +4'-0".)

TOP OF FLUSH AND SURFACE MOUNTED LIGHTING

PANELBOARDS AND TELEPHONE CABINETS.

TOP OF HIGHEST DISCONNECT SWITCHES, MAGNETIC

STARTERS, CONTACTORS, ATS.

ELECTRICAL RECEPTACLES, VOICE/DATA OUTLETS, DATA

OUTLETS, UON

BOTTOM LENS FOR WALL MOUNTED FIRE ALARM

STROBES

SPEAKERS, HORNS AND COMBINATION HORN/STROBES

BATTERY LIGHTING UNITS AND REMOTE WALL MOUNTED LIGHT

HEADS (OR 1'-0" BELOW FINISHED CEILING AT TOP OF UNIT)

MOUNT BOTTOM OF

FIXTURE/SIGN 4"

ABOVE TOP OF DOOR

FRAME UNLESS

OTHERWISE NOTED.

1. MOUNTING HEIGHTS FROM FINISHED FLOOR TO CENTER OF OUTLETS, UNLESS

OTHERWISE NOTED.

7'-0" CLOCK RECEPTACLES

5'-6" GENERATOR REMOTE ANNUNCIATOR

24" GARAGE RECEPTACLES

MOUNTING HEIGHT NOTES

MOUNTING HEIGHT NOTES

SITE EXTERIOR

NOTE:

SYMBOLS SHOWN ARE FOR REFERENCE ONLY

AND DO NOT CONSTITUTE A CHECK LIST OF

DEVICES REQUIRED BY THE CONTRACT

UNDERGROUND ELECTRICAL CONDUIT AND WIRING

US Army Corps of Engineers ®

SHEET ID

U S

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/0

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F2

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1/8" = 1'-0"1 E002

R

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/0

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EPB14

LED AREA LIGHT AT THE TOP OF

POLE ABOVE PANEL

B14.A B14.B B14.C B14.D B14.E B14.F B14.G B14.H B14.I B14.J B14.K

B14.1

B14.2

B14.3

B14.4

B14.5

B14.6

B14.7

40' - 0"

4x4 TREATED POST, 12'-0"

ABOVE CONCRETE SLAB

WITH 4'-0" EMBEDMENT,

BASE IN 12" CONCRETE

L1

EPB14-2

EPB14-1

EPB14-5

EPB14-3

US Army Corps of Engineers ®

SHEET ID

U S

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2 4 6 8 10 12 14 16 18 20

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W

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NORTH

KEY PLAN

B14

1/4" = 1'-0"D8

FIRST FLOOR ELECTRICAL PLAN - AREA

B14

1 PANEL EPB14 TO BE FED FROM

PANEL EPB9 FROM B9

NOTES:

2 DIESEL PUMP

3 GASOLINE PUMP

4 PANEL EPB14 TO BE FED FROM

PANEL EPB11 FROM B11

R

TA

/0

8/

EPB14

4'

-0 " M

IN

IM

U M

'-0 " M

AX

IM

U M

GRADE

6" 5'

0"

1' - 2"

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

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R

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D R

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Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

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NORTH

KEY PLAN

B14

Notes:

Total Estimated Demand... 2 Total Connected Current: 2 Total Estimated Demand: 868 Total Connected Load: 810

Lights 30 125% 37.5 Receptacles 180 100% 180 M 400 100% 400

LM 200 125% 250

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 555.2 555.7 555.2 Total Load: 200.03 200.2 200

11 12 9 10 7 8 5 12 Gas Pump 20 1 200 6 3 12 Def Pump 20 1 200 0.2 1 20 Receptacle 12 4 1 12 Diesel... 20 1 200 0.03 1 20 Light 12 2

Key Note CKT Feeder Load Name Trip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note

Enclosure: Type 1 MCB... 30A Mounting: Surface Wires: 4 Mains... 60A

Supply From: Panel... Phases: 3 Mains...

Location: B14 Power Pole Volts: 120/208 Wye AIC Rating: 22 kaic

Panel: EPB14

L1 Power Pole Exterior wall pack Orion FLGA3-F1UNVND750BRF76SFTPCSP LED 129 ND 120V/3P

Mark Location Description Manufacturer Model Lamp Wattage (Nominal)

Driver Type

Electrical Data

Acceptable Manufacturers Notes

Lighting Fixture Schedule

1/2" = 1'-0"1 E-POWER/LIGHT POLE DETAIL

R

TA

/0

8/

DESIGN CRITERIA

1) CODES

INTERNATIONAL BUILDING CODE,

AMERICAN CONCRETE INSTITUTE,

AMERICAN INSTITUTE OF STEEL CONSTRUCTION,

NATIONAL FOREST PRODUCTS ASSOCIATION, NDS

2) LATERAL LOADS

WIND: WIND

SPEED 105 mph

EXPOSURE C

IMPORTANCE FACTOR Ls=1.00 GROUND ELEVATION FACTOR, Ke=1.00 TOPOGRAPHIC FACTOR, Kzt=1.00 WIND DIRECTIONAL FACTOR, Kd=0.85

GUST EFFECT FACTOR, 0.85

INTERNAL PRESSURE COEFFICIENT, VARIES

3) LIVE LOADS:

GROUND SNOW LOAD: 30 psf Pf=0.8 Ce Ct Ls Pg

SNOW DRIFT LOAD: ASCE-7

Ce=1.0 Ct=1.2 Is=1.0 ROOF LIVE LOAD (MINIMUM): 20 psf MECHANICAL: 100 psf SUSPENDED ROOF LOAD (MINIMUM): 10 psf

4) NET ALLOWABLE SOIL BEARING PRESSURES PER

GEOTECHNICAL REPORT DATED NOVEMBER 28, 2022: 3,000

PSF

5) CONCRETE STRENGTHS-MINIMUM 28 f'c=4,000 PSI (145 pcf DENSITY UNLESS NOTED OTHERWISE)

6) REINFORCING STEEL SHALL BE HIGH STRENGTH

NEW BILLET STEEL CONFORMING TO THE FOLLOWING:

DEFORMED BARS: ASTM A615,

GR. 60 (UNLESS NOTED OTHERWISE)

WELDABLE REINFORCING: ASTM A706, GR. 60

PLAIN BARS: ASTM A82

WELDED WIRE FABRIC: ASTM A185

EPOXY COATING: ASTM A775

7) STRUCTURAL STEEL

W-SHAPES: ASTM A992

OTHER ROLLED SHAPES AND

CONNECTION MATERIAL: ASTM A992

STIFFENER PLATES: ASTM A36

ANCHOR BOLTS: ASTM A307

(MINIMUM)

HIGH STRENGTH BOLTS A325/A490

PIPE: ASTM

A53, GR. B

STRUCTURAL TUBES: ASTM A500, GR. B

SPECIAL INSPECTION REQUIREMENTS

1) THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL

INSPECTION BASED ON SECTION 1701 OF THE

INTERNATIONAL BUILDING CODE. THE OWNER WILL EMPLOY

SPECIAL INSPECTIONS WHO SHALL PROVIDE SPECIAL

INSPECTIONS DURING:

a. EARTH WORK

b. CAST-IN-PLACE CONCRETE

c. STRUCTURAL STEEL

d. POST INSTALLATION

GENERAL NOTES

1) ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS

FOR MECHANICAL, ELECTRICAL, AND PLUMBING WITH

APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND

LOCATIONS SHOWN FOR DUCTS, PIPES, INSERTS, ETC.,

WHEN SHOWN ARE FOR GENERAL INFORMATION ONLY AND

SHALL BE VERIFIED PRIOR TO FORMING.

2) BEFORE SUBMITTING A PROPOSAL FOR THIS WORK,

EACH BIDDER SHALL VISIT THE PREMISES AND ACQUAINT

THEMSELVES FULLY WITH THE EXISTING CONDITIONS,

TEMPORARY CONSTRUCTION REQUIRED, QUANTITIES AND

TYPES OF EQUIPMENT, ETC. THE BID SHALL INCLUDE ALL

SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING

CONDITIONS.

3) SHOP DRAWINGS PREPARED BY SUPPLIERS,

SUBCONTRACTORS, ETC. SHALL BE REVIEWED AND

COORDINATED PRIOR TO SUBMITTING TO THE ENGINEER.

EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED,

INITIALED, AND DATED AS BEING REVIEWED BY THE

CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

4) SHOP DRAWINGS PREPARED BY THE

SUBCONTRACTORS, SUPPLIERS, ETC. SHALL BE REVIEWED

BY THE ENGINEER FOR CONFORMANCE WITH DESIGN

CONCEPT ONLY. REVIEW BY THE ENGINEER SHALL NOT

BEGIN WITHOUT THE PRIOR COORDINATION AND REVIEW BY

THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

WORK SHALL NOT BEGIN WITHOUT THE REVIEW BY THE

ARCHITECT.

5) DETAILS AND NOTES ON THE STRUCTURAL

DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR

SITUATIONS ELSEWHERE. VERIFY ALL DIMENSIONS WITH

THE ARCHITECTURAL DRAWINGS. DO NOT SCALE

DRAWINGS; USE DIMENSIONS PROVIDED ONLY.

6) THE COST OF ADDITIONAL DESIGN WORK DUE TO

ERRORS OR OMISSIONS IN CONSTRUCTION SHALL BE

BORNE BY THE CONTRACTOR.

7) ANY ENGINEERING DESIGN PROVIDED BY OTHERS

AND SUBMITTED FOR REVIEW OR RECORD SHALL BEAR THE

STAMP SIGNATURE OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA.

8) ALL ELEVATIONS GIVEN THUS (+10'-0”) ARE TO TOP

OF FOOTING, JOIST BEARING, TOP OF STEEL, TOP OF SLAB,

ETC. WITH REFERENCED TO THE FINISHED FLOOR SLAB OR

TOP OF FLUSH FLUME.

CONSTRUCTION PROCEDURES AND SAFETY

REQUIREMENTS

1) COMPLY WITH ALL APPLICABLE CITY, COUNTY,

STATE, AND FEDERAL LAWS, INCLUDING OCCUPATIONAL

SAFETY AND HEALTH ACT (OSHA) AND REGULATIONS

ADOPTED PURSUANT THERETO.

2) THE CONTRACT STRUCTURAL DRAWINGS AND

SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE

UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE

THE MEANS OR METHODS OF CONSTRUCTION.

3) PROVIDE ALL MEASURES NECESSARY TO PROTECT

THE WORKERS AND OTHER PERSONS DURING

CONSTRUCTION. PROVIDE ALL NECESSARY MEASURES TO

AVOID EXCESSIVE STRESSES AND TO HOLD THE

STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION.

SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,

BRACING, SHORING FOR CONSTRUCTION EQUIPMENT,

SHORING FOR EARTH BANKS FORMS, SCAFFOLDING,

PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR

CRANES AND HOISTS, GUYING, ETC.

4) ENGAGE PROPERLY QUALIFIED PERSONS TO

DETERMINE WHERE AND HO TEMPORARY PRECAUTIONARY

MEASURES SHALL BE USED. OBSERVATION VISITS TO THE

SITE BY ENGINEER'S FIELD REPRESENTATIVES SHALL NOT

INCLUDE THE ITEMS NOTED ABOVE.

5) SUPERVISE AND DIRECT THE WORK SO AS TO

MAINTAIN SOLE RESPONSIBILITY FOR ALL CONSTRUCTION

MEANS, METHODS, TECHNIQUES, SEQUENCES, AND

PROCEDURES. RETAIN THE SERVICES OF A PROFESSIONAL

ENGINEER LICENSED IN THE STATE OF IOWA TO DESIGN

AND SUPERVISE ANY SCAFFOLDING FOR WORKMEN, AND

ALL SHORING OF FORMS AND ELEMENTS OF THE

CONSTRUCTION.

6) ANY ENGINEERING DESIGN PROVIDED BY OTHERS

AND SUBMITTED FOR REVIEW AND/OR RECORD SHALL BEAR

THE STAMP AND SIGNATURE OF A PROFESSIONAL

ENGINEER LICENSED IN THE STATE OF IOWA.

FOOTINGS AND FOUNDATIONS

1) ALL FOOTINGS SHALL BE PLACED ONTO FIRM

UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL AS

DIRECTED BY THE PROJECT SOILS CONSULTANT REPORT

RECOMMENDATIONS. FOOTING ELEVATIONS SHOWN

DESIGNATE A MINIMUM DEPTH OF FOOTINGS WERE A SAFE

SOIL BEARING PRESSURE IS EXPECTED (SEE DESIGN

CRITERIA). FOOTINGS SHALL BE LOWERED OR EXTENDED

AND WALLS EXTENDED AS REQUIRED TO REACH THE

DESIGN BEARING PRESSURE.

2) WHERE EXISTING FILL IS ENCOUNTERED, REMOVE

EXISTING FILL FROM UNDER FOUNDATIONS AND REPLACE

WITH STRUCTURAL FILL PER GEOTECHNICAL REPORT.

3) GENERAL MACHINE EXCAVATION FOR FOOTINGS

SHALL STOP NOT LESS THAN 4” ABOVE THE ELEVATION OF

BOTTOMS OF FOOTINGS. FINAL EXCAVATION TO THE

REQUIRED UNDISTURBED SOIL ELEVATION SHALL BE DONE

NOT MORE THAN 12 HOURS BEFORE FOOTING IS PLACED.

THE EXCAVATION SHALL BE CRUMBED CLEAN.

4) ALL FOUNDATION EXCAVATIONS SHALL BE

INSPECTED AND CERTIFIED BY A QUALIFIED INDEPENDENT

SOILS TESTING FIRM.

5) NO FOOTING SHALL BE PLACED ONTO OR AGAINST

SUBGRADES CONTAINING FREE WATER, FROST, OR ICE.

6) UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL

BE CENTERED UNDER WALLS, PIERS, OR COLUMNS.

7) WHERE REQUIRED, ALL NECESSARY CHANGES IN

ELEVATION OF WALL FOOTINGS SHALL BE MADE IN STEPS

OF 1 VERTICAL TO 2 HORIZONTAL. LOCATION OF STEPS

SHALL BE COORDINATED WITH THE WALL FORMING SYSTEM

AND AT LEAST 2'-0” APART.

8) LONGITUDINAL REINFORCING IN WALL FOOTINGS

SHALL BE CONTINUOUS AT STEP DOWNS. SLOPE OR STEP

BOTTOM BARS IN WALL TO FOLLOW STEPS IN FOOTING

UNLESS OTHERWISE SHOWN.

9) LAP WALL FOOTING REINFORCING 24 BARS

DIAMETERS OR A MINIMUM OF 1'-6” AT SPLICES, UNLESS

OTHERWISE NOTED.

10) PROVIDE CORNER BARS IN FOOTINGS THE SAME

SIZE AND NUMBER AS THE CONTINUOUS REINFORCING,

LAPPED 2'-0” WITH MAIN STEEL.

11) REINFORCING IN WALL FOOTINGS BETWEEN

COLUMNS SHALL EXTEND INTO COLUMN FOOTINGS A

MINIMUM OF 2'-0”.

12) REINFORCING IN FOOTINGS SHALL BE ACCURATELY

PLACED, SPACED, SUPPORTED, AND SECURED BEFORE

PLACING CONCRETE (DO NOT “FLOAT” REINFORCING INTO

FOOTINGS.

13) PIPES EXTENDED UNDER FOOTINGS SHALL BE

PLACED BEFORE FOOTING IS PLACED AND THE VOID

PRODUCED IN LAYING THE PIPE SHALL BE FILLED WITH

CONCRETE.

14) CROSS REFERENCE ARCHITECTURAL AND

STRUCTURAL DRAWINGS TO ASSURE PROPER DIMENSIONS

AND PLACEMENT OF ALL ANCHOR BOLTS, INSERTS,

NOTCHES, AND EDGES IN FOUNDATION WALLS.

15) BACKFILL PLACED AGAINST WALLS SHALL BE DONE

EVENLY ON BOTH SIDES.

16) BACK FILL AGAINST BASEMENT (SUBWAY)

FOUNDATION WALLS SHALL NOT BE PLACED UNTIL GROUND

LEVEL FLOOR AND LOWER LEVEL SLABS ARE IN PLACE AND

CURED UNLESS THE WALL IS PROPERLY BRACED. ALL

BRACING, IF USED, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

17) BACKFILL PLACED DIRECTLY ADJACENT TO

BASEMENT AND RETAIN WALLS SHALL BE COMPACTED

CLEAN FREE DRAINING GRANULAR MATERIAL. FOR A

MINIMUM OF 2'-6” FROM FACE OF WALL. AT EXTERIOR

LOCATIONS PROVIDE A 1'-6” DEEP CAP OF COMPACTED

APPROVED IMPERVIOUS COHESIVE MATERIAL AT TOP OF

GRANULAR BACKFILL. ALL BACKFILL SHALL BE COMPACTED

USING HAND OPERATED EQUIPMENT; NOT HEAVY

EQUIPMENT SHALL BE ALLOWED WITHIN 5'-0 ” OF ANY WALL.

18) ALL UNACCEPTABLE FILL AND TOP SOIL SHALL BE

REMOVED FROM BELOW ALL PROPOSED SLABS-ON-GRADE

AND THE EXPOSED NATURAL SOIL SHALL BE PROOF ROLLED

AND COMPACTION VERIFIED BY A QUALIFIED INDEPENDENT

SOILS TESTING FIRM PRIOR TO PLACING FILL. AREAS

EXHIBITING WEAKNESS SHALL BE REMOVED AND REPLACED

BY ACCEPTABLE COMPACTED FILL.

19) A MINIMUM 6” OF COMPACTED GRANULAR FILL

SHALL BE PLACED UNDER ALL SLABS-ON-GRADE. ALL FILL

REQUIRED TO ATTAIN FINAL SUB-GRADE FOR SLABS AND

WALLS SHALL BE AN ACCEPTABLE MATERIAL PLACED AND

COMPACTED AS DIRECTED BY THE PROJECT SOILS

CONSULTANT REPORT RECOMMENDATIONS.

20) A VAPOR BARRIER WITH MINIMUM 6 MIL THICKNESS

SHALL BE PLACED UNDER ALL INTERIOR SLAB-ON-GRAD OR

BELOW GRANULAR FILL; SEE ARCHITECTURAL DRAWINGS.

LAP AND SEAL ALL EDGES.

CONCRETE AND REINFORCING

1) ALL CONCRETE WORK SHALL CONFORM TO THE

LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE

PUBLICATIONS: ACI 301, ACI 304, ACI 311, ACI 315, ACI 318,

AND ACI 347 UNLESS OTHERWISE NOTED ON THE

DRAWINGS.

2) CONCRETE SHALL CONSIST OF THE FOLLOWING:

ASTM C150 TYPE 1 PORTLAND CEMENT

ASTM C33 NORMAL WEIGHT AGGREGATES

(LIMESTONE AGGREGATE AT EXPOSED LOCATIONS)

POTABLE WATER

CHLORIDES CONTENT SHALL BE LIMITED BY ACI

REQUIREMENTS FOR TYPE OF EXPOSURE.

CONCRETE WHICH WILL BE SUBJECTED TO REPEATED

CYCLES OF FREEZE-THAW DURING THE LIFE OF THE

STRUCTURE SHALL HAVE A WATER-CEMENT RATIO NOT

EXCEEDING 0.53 AND SHALL CONTAIN ENTRAINED AIR. SEE

ACI 301 FOR ADDITIONAL REQUIREMENTS

3) UNLESS OTHERWISE NOTED, PRINCIPAL

REINFORCEMENT SHALL HAVE THE FOLLOWING

PROTECTION:

SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO

EARTH: 3 INCHES

FORMED SURFACES EXPOSED TO EARTH OR WATER:

2 INCHES

SLABS:

1 INCH (TOP)

3/4" INCH (BOT.)

WALLS (INTERIOR SURFACES ONLY): 1 INCH

TIES/STIRRUPS: 1 ½ INCHES

4) ALL SLABS-ON-GRADE, PADS, FILLS, AND TOPPINGS

SHALL HAVE A MINIMUM OF 6x6 - W1.4 x W1.4 WWF, UNLESS

NOTED OTHERWISE, PLACED 1” FROM TOP OF SLAB. LAP

WWF MINIMUM 2 PANELS AT EDGES AND ENDS AND

PROVIDE ADDITIONAL REINFORCING WHERE SHOWN ON

THE DRAWINGS.

5) ALL SLABS-ON-GRAD SHALL BE PLACED ON

COMPACTED GRANULAR FILL. PITCH SLABS TO DRAINS AND

PROVIDE DEPRESSIONS, WHERE SHOWN ON THE

STRUCTURAL AND ARCHITECTURAL DRAWINGS, WITHOUT

REDUCING THE THICKNESS OF SLAB INDICATED. FOR

SLABS-ON-GRADE DEPRESSIONS GREATER THAN 1 ”, SEE

DETAILS FOR ADDITIONAL REINFORCING.

6) PROVIDE SLAB-ON-GRADE CONSTRUCTION JOINTS,

AGAINST INTERIOR WALLS, AND BETWEEN WALLS. PROVIDE

JOINTS TO FORM AREAS NOT TO EXCEED 15' IN LENGTH IN

EACH DIRECTION. SEE TYPICAL DETAILS. SUBMIT DETAILED

DRAWINGS SHOWING LOCATIONS OF ALL CONSTRUCTION

JOINTS.

7) PROVIDE VERTICAL CONSTRUCTION JOINTS IN

EXPOSED CONCRETE WALLS AT A MAXIMUM UNIFORM

SPACING NOT TO EXCEED 30'-0”. COORDINATE JOINT

LOCATIONS WITH ARCHITECTURAL DRAWINGS.

8) PROVIDE ADEQUATE BOLSTERS, HI-CHAIRS,

SUPPORT BARS, ETC., TO MAINTAIN SPECIFIED

CLEARANCES FOR THE ENTIRE LENGTH OF ALL

REINFORCING BARS. PROVIDE ACCESSORIES WHICH ARE

PLASTIC TIPPED OR GALVANIZED WITH TURNED UP ENDS

FOR REINFORCEMENT AL ALL FACES OF EXPOSED

CONCRETE, INTERIOR OR EXTERIOR.

9) TYPICAL CONCRETE WALL REINFORCING SHALL BE

AS FOLLOWS UNLESS OTHERWISE NOTED:

THICKNESS HORIZ. VERT. LOCATION

6 INCHES #4@18” #4@18” CENTERED

8 INCHES #4@12” #4@18”

CENTERED

10 INCHES #4@10” #4@16”

CENTERED

12 INCHES #4@16” #4@18” EACH

FACE

16 INCHES #4@12” #4@16” EACH

FACE

10) CONTINUOUS REINFORCING SHALL BE LAPPED AS

FOLLOWS UNLESS OTHERWISE NOTED:

ALL LAPS SHOWN ON THE DRAWINGS AND NOT

DIMENSIONED SHALL BE 24 BAR DIAMETERS. ADDITIONAL

LAPS REQUIRED FOR CONSTRUCTION SHALL BE CLASS BB

11) ALL FIELD BENDING OF REINFORCING SHALL BE

DONE COLD. HEATING OF BARS WILL NOT BE PERMITTED.

12) NO ALUMINUM OF ANY TYPE SHALL BE ALLOWED IN

CONCRETE WORK UNLESS COATED TO PREVENT

ALUMINUM-CONCRETE REACTION.

13) MAXIMUM O.D. OF EMBEDDED CONDUIT SHALL BE

NO LARGER THAN 1/3 OF THE SLAB THICKNESS. NO

CONDUIT SHALL BE PLACED ABOVE THE WELDED WIRE

FABRIC OR REINFORCING IN SLABS-ON-GRADE.

14) MECHANICALLY VIBRATE CONCRETE EXCEPT THAT

SLABS-ON -GRADE NEED ONLY BE VIBRATED AROUND

EMBEDDED ITEMS.

15) DO NOT CAST UNEXPOSED WALL OR IN LENGTHS

OVER 60'-0”. WAIT 48 HOURS BETWEEN ADJACENT POURS.

16) ALL CONSTRUCTION JOINTS BETWEEN ADJACENT

CONCRETE POURS SHALL BE KEYED. JOINTS MUST BE KEPT

FREE OF DIRT, DEBRIS, FROM OILS, ETC. TO ASSURE

PROPER BOND WITH ADJACENT POUR.

17) FLOOR TOLERANCES:

SURFACE TOLERANCE: CLASS B. (SEE ACI 301)

THICKNESS: PLUS 1”, MINUS ½” SLAB ON GRADE PLUS 1”,

MINUS ¼” STRUCTURAL AND COMPOSITE SLABS. REPLACE

ANY SLAB WITH A THICKNESS DEVIATION AS DIRECTED BY

THE EOR.

18) MAXIMUM FREE DROP OF ANY CONCRETE = 6'-0 ”

19) ALL BAR DETAILING AND ACCESSORIES TO BE

FURNISHED SHALL CONFORM TO TYPICAL DETAILS AND

STANDARDS IN THE LATEST ACI STANDARD 315 DETAILING

MANUAL, EXCEPT AS OTHERWISE SHOWN, NOTED, OR

SPECIFIED.

STRUCTURAL STEEL

1) STRUCTURAL STEEL DETAILS, FABRICATION, AND

ERECTION SHALL CONFORM TO THE LATEST EDITION OF

THE AISC “STEEL CONSTRUCTION MANUAL” UNLESS

OTHERWISE SHOWN OR SPECIFIED.

2) HIGH STRENGTH BOLTS SHALL BE INSTALLED IN

ACCORDANCE WITH AISC “SPECIFICATIONS FOR

STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS”

LATEST EDITION. BOLTS ARE DESIGNED AS BEARING-TYPE

CONNECTIONS, UNLESS NOTED OTHERWISE.

3) USE TENSION CONTROL BOLTS WITH ALL HIGH

STRENGTH BOLTS REQUIRING FULLY TIGHTENED

CONDITIONS.

4) ALL WELDING SHALL BE DONE BY AWS CERTIFIED

WELDERS WITH EXPERIENCE AND CERTIFICATION IN THE

TYPES OF WELDING INDICATED. CERTIFICATES SHALL NOT

HAVE LAPSED DUE TO DISUSE FOR 6 MONTHS.

5) ALL WELDS TO BE E70XX ELECTRODES AND/OR

0.035” SOLID WIRE.

6) FIELD CONNECTIONS SHALL BE WELDED OR

BOLTED. SHOP CONNECTIONS SHALL BE WELDED UNLESS

OTHERWISE INDICATED OR APPROVED. WELDS INDICATED

WITH A SHOP WELD SYMBOL MAY BE MADE IN THE FIELD

WITH THE APPROVAL OF THE EOR.

7) UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE

CONTINUOUS 3/16” THROAT. ALL FULL AND/OR PARTIAL

PENETRATIONS WELDS SHALL BE FULLY DETAILED ON THE

SHOP DRAWINGS.

8) FABRICATOR SHALL SELECT AISC SIMPLE SHEAR

CONNECTIONS FOR STEEL BEAMS CAPABLE OF CARRYING

THE REACTION FORCE WHEN INDICATED OR 75% OF THE

TOTAL UNIFORM LOAD FOR THE GIVEN SIZE, SPAN, AND

GRADE OF BEAM, AS TABULATED IN THE AISC TABLES FOR

ALLOWABLE LOADS.

9) SIMPLE SHEAR CONNECTIONS SHALL BE STANDARD

DOUBLE ANGLE OR SINGLE SHEAR PLATES, UNLESS NOTED

OTHERWISE. SELECT CONNECTIONS FROM THE AISC,

SIMPLE SHEAR CONNECTIONS DESIGN AID, LATEST EDITION

WHENEVER POSSIBLE. ALL BOLTED CONNECTIONS SHALL

HAVE MINIMUM 2 BOLTS, UNLESS NOTED OTHERWISE.

10) SHOP PAINT STRUCTURAL STEEL WITH A STANDARD

PRIMER.

11) GROUT UNDER BEAM BERING PLATES AND COLUMN

BASE PLATES.

12) CUTS, HOLES, OPENINGS, ETC., REQUIRED IN

STRUCTURAL STEEL MEMBERS FOR THE WORK OF

OTHER TRADES SHALL BE SHOWN ON THE SHOP

DRAWINGS. BURNING HOLES AND CUTS IN THE

FIELD SHALL NOT BE PERMITTED., EXCEPT BY

WRITTEN AUTHORIZATION FROM THE EOR.

13) FURNISH AND INSTALL MISCELLANEOUS

STEEL (CURBS, HANGERS, EXPANSION JOINT

ANGLES, STRUTS, ETC.) AS CALLED FOR OR AS

NECESSARY PER ARCHITECTURAL AND

MECHANICAL/ELECTRICAL DRAWINGS.

14) CAMBER BEAMS AS INDICATED ON THE

DRAWINGS. FABRICATE AND INSTALL BEAMS WITH

NATURAL CAMBER UPWARDS.

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B15

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A-202-B15 H11

A-201-B15 C10

A-202-B15 C11

A-201-B15 H10

B15.A B15.B B15.C B15.D B15.E B15.F B15.G

B15.1

B15.2

72' - 0"

H8 S-501-B15

C9 S-301-B15

H9 S-301-B15

C L

H2 S-501-B15

4"

4" 72' - 8"

4"

C L

C L

C L

C L

C L

C L

S-501-B15 C12

8" 11' - 8" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 8" 8"

D14

A-310-B15

BUNKER

CONCRETE WALLS

H8 S-501-B15

S-501-B15

US Army Corps of Engineers ®

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1/8" = 1'-0"D10

FIRST FLOOR STRUCTURAL PLAN - AREA

B15

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A-201-B15 C10

A-202-B15 C11

A-201-B15 H10

B15.A B15.B B15.C B15.D B15.E B15.F B15.G

B15.1

B15.2

72' - 0"

12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

ROOF PURLINS

DOUBLE 2x8 PLATE

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GENERAL NOTES:

1. PURLINS 16" o.c. 2x12

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867' - 6"

LEVEL -1 B15 TOF

863' - 2"

B15.1B15.2

LEVEL 1 B15 TOW

875' - 6"

1' - 4"

8" 39' - 10"

8'

0" 8"

3'

8" 8"

8"

S-501-B15 H8

LEVEL 0 B15_TOFF

867' - 6"

LEVEL -1 B15 TOF

863' - 2"

B15.A B15.B B15.C B15.D B15.E B15.F B15.G

LEVEL 1 B15 TOW

875' - 6"

72' - 8"

8"

8'

0" 8"

3'

8"

12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

3 5/8" 3 5/8"

8" TYP 8" TYP

S-501-B15 H8 S-501-B15

H2

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1/8" = 1'-0"C9 FOUNDATION SECTION - B15

BUNKER

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LEVEL -1 B15 TOF

863' - 2"

B15.E

LEVEL 1 B15 TOW

875' - 6"

#6 VERTICAL BARS

@ 12" o.c. 2 MATTS

#4 HORIZONTAL BARS

@ 12" o.c. 2 MATTS

#5 BARS @ 12" o.c.

#6 HOOK BARS

@ 12" o.c.

9"

18"

8'

0" 8"

3'

8" 8"

8"

4" 4"

1' - 4"

#5 BARS @ 12" o.c.

BOTH WAYS

3" COVER

#5 BARS @ 12" o.c.

BOTH WAYS

3" COVER

8" 8"

LEVEL 0 B15_TOFF

867' - 6"

LEVEL -1 B15 TOF

863' - 2"

B15.2

LEVEL 1 B15 TOW

875' - 6"

8'

0" 8"

3'

8" 8"

8"

1' - 4"

4" 4"

#6 VERTICAL BARS

@ 12" o.c. 2 MATTS

#4 HORIZONTAL BARS

@ 12" o.c. 2 MATTS

#5 BARS @ 12" o.c.

#6 HOOK BARS

@ 12" o.c.

9"

18"

#5 BARS @ 12" o.c.

BOTH WAYS

3" COVER

8"

B15.E

B15.2

#4 HORIZONTAL

BARS @ 12" o.c.

BOTH MATTS

#6 VERTICAL BARS @

12" o.c. BOTH MATTS

#4 HOOK BARS

@ 12" o.c.

20"

20"

8"

8"

#5 BARS @ 12" O.C.

#5 HOOKS @ 12" O.C.

24"

24"

1'

0"

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1/2" = 1'-0"H8 FOUNDATION DETAIL 2 - B15

1" = 1'-0"C12

FOUNDATION INTERIOR DETAIL PLAN -

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DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

BUILDING SUMMARY

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CRT CURTAIN

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DGR DIAMOND GROOVE

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR GROOVED

GR FL GROUND FLOOR

GUT GUTTER

GV GRAVEL

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HBRF HEAVY BROOM FINISH

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBRF LIGHT BROOM FINISH

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NANOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED