REPAIR HVAC SYSTEM HANGAR 11 (BUILDING 16430) work of all other trades prior to any fabrication or...

GOVERNING CODES PROJECT SCOPE OF WORK

REPAIR HVAC SYSTEM

HANGAR 11 (BUILDING 16430)

ALASKA AIR NATIONAL GUARD STATION

ELMENDORF-RICHARDSON, AK

FXSB151916

PROJECT DIRECTORY DRAWING INDEX

VICINITY MAP

G-001

PROJECT

SITE

LOCATION MAP

TA

XIW

AY

'J

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A

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R

L

I

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T

E

R

D

R

I

V

E

PROJECT SITE

BUILDING 16430

HANGAR 11

33R

D S

TR

EE

T

32R

D S

TR

EE

T

T

A

X

I

W

A

Y

'

K

'

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PA

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C S

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TEM

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11

(BU

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KENNETH P. KULONISNo. ME 106134

M-001

24x12

12 DIA

24x12(L)

24 DIA (L)

R OR D

R OR D

24 DIA (L)

24x12(L)

12 DIA

24x12

RECTANGULAR DUCT. FIRST NUMBER

INDICATES SIDE IN VIEW, SECOND

NUMBER INDICATES SIDE IN DEPTH.

ROUND DUCT. NUMBER INDICATES

DUCT DIAMETER

LINED RECTANGULAR DUCT. NUMBER

INDICATE CLEAR INSIDE DIMENSION.

LINED ROUND DUCT. NUMBER

INDICATE CLEAR INSIDE DIMENSION.

INCLINE RISE OR DROP IN

DIRECTION OF AIR FLOW

90° RADIUS ELBOW DOWN. USE

90° ELBOW W/ TURNING VANES

WHEN RADIUS DOES NOT FIT

OSA DUCT

DUCT SECTION-SUPPLY AIR/

DUCT SECTION-RETURN AIR/

EXHAUST AIR DUCT

FLEXIBLE CONNECTOR

FLEXIBLE DUCT

FC

FC

VD

MD

BDD

BDD

MD

VD

FIRE DAMPER

FIRE SMOKE DAMPER

VOLUME DAMPER

BACKDRAFT DAMPER

MOTORIZED DAMPER

SIZE 4-AIR QUANTITY (Y) CFM

SUPPLY CEILING DIFFUSER

REGISTER(GRILLE)

CEILING EXHAUST AND RETURN AIR


SUPPLY GRILLE OR REGISTER


RETURN/EXHAUST GRILLE OR REGISTER


DOOR LOUVER

DDC CONTROLLER

THERMOSTAT OR TEMPERATURE SENSOR

DUCT SMOKE DETECTOR

WALL SWITCH

BUILDING EMERGENCY

AIR DISTRIBUTION SHUT OFF

E

SP

S

SD

H

T

DL

SG-4 OR SR-4

(Y)

RR-4

(Y)

DDC

EF

HRU

MAU MAKEUP AIR UNIT

HEAT RECOVERY UNIT

EXHAUST FAN

HOSE END CONNECTION

CAP

BLIND FLANGE

UNION, FLANGED

UNION, SCREWED

COUPLING, JOINT

FLEXIBLE CONNECTOR

NATURAL GAS LINE

G

CHECK VALVE

TEE, OUTLET DOWN

TEE, OUTLET UP

PIPE TURNING UP

BALL VALVE

PIPE TURNING DOWN

CONNECTION, TOP

CONNECTION, BOTTOM

STRAINER,W/ BLOWOFF

AND HOSE CONN.

ISOLATION VALVE

PRESSURE GAUGE & GAUGE COCK

INCREASER, REDUCER

CALIBRATED BALL VALVE

W/ PRESSURE PORTS

DUCT STATIC PRESSURE SENSOR

DUCTWORK SYMBOLS PIPING SYMBOLS

ABBREVIATIONS

EQUIPMENT DESIGNATION

GENERAL NOTES

SECURITY BARS

CO

CO2 SENSOR

DIFFUSER BLANK. USED TO

INDICATE NO AIRFLOW IN THE

DIRECTION OF BLANK

CD-4

(Y)

CG-4

(Y)

FOR FACTORY PLENUM REPRESENTS

OUTSIDE DIMENSION.

Ø

HUMIDISTAT

INDICATES ROUND OR OVAL DUCT.

AFF

AP

AVG

A/C

BAS

BDD

BOD

BTUH

CD

CFM

CG

C.L.

CLG

CONC

CONT

CP

CV

D

DB

db

DDC

DEFL

DEG

DET

DIA

DN

EA

ea

EAT

EFF

EG

EL

ELEC

ENT

EWT

EXH

EXST

EXT

DEG F

FA

FC

FD

FLA

FLR

FPM

FSD

FT

FT2

GA

GPM

HOA

HP

HR

RH

RPM

RR

RTN

SENS

SF

SG

SP

SR

SS

TD

TEMP

TG

TOD

T STAT

TYP

UTR

V

VD

VFD

VV

W

W/

WB

WC

WG

WT

YR

HVAC

HZ

ID

IN

INWG

LAT

LB

LWT

MAX

MBH

MCA

MCC

MD

MECH

MIN

MOCP

NC

N C

NIC

N O

NTS

N/A

OSA

OPNG

PD

PH

PSI

RA

ABOVE FINISHED FLOOR

ACCESS PANEL

AVERAGE

AIR CHANGE

BUILDING AUTOMATION SYSTEM

BACKDRAFT DAMPER

BOTTOM OF DUCT

BRITISH THERMAL UNITS/HOUR

CEILING DIFFUSER

CUBIC FEET PER MINUTE

CEILING GRILLE

CENTER LINE

CEILING

CONCRETE

CONTINUATION

CONTROL PANEL

CONSTANT VOLUME

DRAIN

DRY BULB

DECIBELS

DIRECT DIGITAL CONTROL

DEFLECTION

DEGREE

DETAIL

DIAMETER

DOWN

EXHAUST AIR

EACH

ENTERING AIR TEMPERATURE

EFFICIENCY

EXHAUST GRILLE

ELEVATION

ELECTRICAL

ENTERING

ENTERING WATER TEMPERATURE

EXHAUST

EXISTING

EXTERNAL

DEGREES FAHRENHEIT

FREE AREA

FLEXIBLE CONNECTION

FIRE DAMPER

FULL LOAD AMPERES

FLOOR

FEET PER MINUTE

FIRE SMOKE DAMPER

FEET

SQUARE FEET

GAUGE OR GAGE

GALLONS PER MINUTE

HAND-OFF-AUTO SWITCH

HORSE POWER

HOUR

HEATING, VENTILATION,

AND AIR CONDITIONING

HERTZ

INSIDE DIAMETER

INCH

INCH OF WATER GAUGE

LEAVING AIR TEMPERATURE

POUND

LEAVING WATER TEMPERATURE

MAXIMUM

THOUSAND BTU PER HOUR

MINIMUM CURRENT AMPERES

MOTOR CONTROL CENTER

MOTORIZED DAMPER

MECHANICAL

MINIMUM

MAX OVERCURRENT PROTECTION

NOISE CRITERIA

NORMALLY CLOSED

NOT IN CONTRACT

NORMALLY OPEN

NOT TO SCALE

NOT APPLICABLE

OUTSIDE AIR

OPENING

PRESSURE DROP

PHASE

POUND PER SQUARE INCH

RETURN AIR

RELATIVE HUMIDITY

REVOLUTIONS PER MINUTE

RETURN AIR REGISTER

RETURN

SENSOR

SQUARE FEET

SUPPLY GRILLE

STATIC PRESSURE

SUPPLY AIR REGISTER

STAINLESS STEEL

TRANSFER DUCT

TEMPERATURE

TRANSFER GRILLE

TOP OF DUCT

THERMOSTAT

TYPICAL

UP THRU ROOF

VENT

VOLUME DAMPER

VARIABLE FREQUENCY DRIVE

VARIABLE VOLUME

WATT

WITH

WET BULB

WATER COLUMN

WATER GAUGE

WEIGHT

YEAR

ALL DIMENSIONS ARE IN ENGLISH UNITS.

DUCT DIMENSIONS ARE INSIDE CLEAR DIMENSIONS, EXCEPT

FACTORY BUILT SUPPLY AND RETURN PLENUM. DUCT DIMENSIONS

FOR FACTORY BUILT PLENUM ARE OUTSIDE DIMENSIONS.

VERIFY AND COORDINATE EQUIPMENT LAYOUT, SIZE, AND

CONNECTING SERVICES WITH EQUIPMENT ACTUALLY SELECTED

FOR INSTALLATION.

DO NOT SCALE DUCTWORK AND EQUIPMENT FOR SIZE.

COORDINATE ENTIRE INSTALLATION OF THE HVAC SYSTEMS WITH

THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR

INSTALLATION.

COORDINATE EXACT LOCATION AND SIZES OF REQUIRED OPENINGS

AND SUPPORTS FOR FURNISHED EQUIPMENT WITH THE GENERAL

CONTRACTOR.

ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

THE EQUIPMENT MANUFACTURER'S REQUIREMENTS.

PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND

OTHER DEVICES REQUIRED FOR COMPLETE WORKABLE

INSTALLATION.

ALL EQUIPMENT, DUCTS, PIPING, AND OTHER DEVICES OR MATERIAL

EXPOSED TO THE WEATHER SHALL BE COMPLETELY

WEATHERPROOF.

ALL VALVES, CONTROLS, DAMPERS, FANS, ETC. SHALL BE INSTALLED

IN ACCESSIBLE LOCATION. PROVIDE ADEQUATELY SIZED ACCESS

DOOR OR PANELS WHERE REQUIRED.

PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM

ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE

MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS

SPECIFIED AND AS REQUIRED BY CODE.

CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK ARE

DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND

GENERAL ARRANGEMENT ONLY.

LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING

DEVICES IN ACCESSIBLE LOCATIONS WITH STRAIGHT SECTION OF

PIPE OR DUCT UP- OR DOWN STREAM AS RECOMMENDED BY

MANUFACTURER FOR ACCURACY.

ALL CONTROL WIRING SHALL COMPLY WITH THE NATIONAL

ELECTRICAL CODE AND DIVISION 26 OF THE SPECIFICATIONS.

MECHANICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION

OF ALL CONCRETE EQUIPMENT PADS WITH THE STRUCTURAL

DRAWINGS AND THE ACTUAL SELECTED EQUIPMENT. PAD

THICKNESS AS IDENTIFIED ON THE STRUCTURAL DRAWINGS

IS CONSIDERED A MINIMUM.

PROVIDE SEISMIC BRACING OF MECHANICAL EQUIPMENT INCLUDING

OVERHEAD UTILITIES AND FIXTURES WEIGHING OVER 30 POUNDS

IN ACCORDANCE WITH SPECIFICATION SECTIONS 15070 AND 13080.

120V POWER FROM ELECTRICAL PANELS TO DDC CONTROLLERS,

ALARM PANELS AND OTHER DDC EQUIPMENT SHALL BE BY DIV.23

CONTRACTOR. COORDINATE FINAL REQUIREMENTS WITH

ELECTRICAL DRAWINGS.

ALL SUPPLY/EXHAUST AIR REGISTERS SHALL BE

PROVIDED WITH BALANCING DAMPERS IN THE RESPECTIVE BRANCH

DUCTS UNLESS SPECIFICALLY INDICATED OTHERWISE.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

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M.

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CDP CONDENSATE PUMP

M-002

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M-003

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2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

11-101

HANGAR

11-S101

11-116

FG-101

M-101

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0

SCALE:

8' 16' 32'

1/16" = 1'-0''

B

1

1

1

1

1

2

2

6

3

33

3

4

3 3

3

5 5

5 5

4

M-102

GENERAL NOTES

18X14 EXHAUST AIR INLET. TERMINATE WITHIN 12 INCHES OF THE FLOOR. 1100 CFM EACH.

1

2

EXISTING INFRARED HEATERS

3

SEE DETAIL

60" X 10" DRUM TYPE MAKEUP AIR SUPPLY REGISTER (SR). 2600 CFM

1" CONDENSATE DRAIN SLOPED AT 1%. INSULATED WITH 1" THICK PRE-FORMED CLOSED

4

CELL FOAM INSULATION.

18 X 18 HINGED ACCESS PANEL.

5

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1

1

1

1

1

2

3

3

3 3

3

3

3

SSSS

S

2

5 5

5 5

4 444

3

3 3

S

M-103

GENERAL NOTES


1

2

EXISTING INFRARED HEATERS

3

SEE DETAIL

60" X 10" DRUM TYPE MAKEUP AIR SUPPLY REGISTER (SR). 2600 CFM

1" CONDENSATE DRAIN SLOPED AT 1%. INSULATED WITH 1" THICK PRE-FORMED CLOSED

4

CELL FOAM INSULATION.

18 X 18 HINGED ACCESS PANEL.

5

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11-119

M-401

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0

SCALE:

2' 4' 8'

1/4" = 1'-0''

1 1 1

4

3

3

2

1 1

2

3

34

4

4

M-402

GENERAL NOTES


1

2

EXISTING LOW FREQUENCY INFRARED HEATERS

3

SEE DETAIL

60" X 10" DRUM TYPE MAKEUP AIR SUPPLY REGISTER WITH DAMPER EXTRACTOR. 2600 CFM

1" CONDENSATE DRAIN SLOPED AT 1%. INSULATE WITH 1" THICK PRE-FORMED CLOSED CELL

4

FOAM INSULATION.

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M-501

DUCTWORK

STRUCTURE

3/8" THREADED STEEL RODS

SUPPORT FROM BLDG

MOUNTING BRACKET

WITH 1/8" THICK NEOPRENE

CONNECT DUCTWORK TO FAN

FAN

GASKET

FLEX. CONNECTION (TYP)

AIR FLOW

BOLTS

SHEAR TYPE VIBRATION ISOLATORS

BOTH DIRECTIONS @ 90°

STEEL SPRING ANC RUBBER IN

SWAY BRACE,

"D" DIMENSION SHALL

8'

SIZE

18 GA.

HANGER

1" x

8'

18 GA.

1" x

BOLTS TYPICAL

3/8" DIA. EXPANSION

EA. HANGER

MAX. LOAD

#24

HANGER

1" x

18 GA.

SIZE DUCT DIM.

MAX. ROUND

UP TO 9"Ø

#96

26"Ø

18 GA.

24 TO

1" x

MAX. HANGER

8'

SPACING

MAX. LOAD

#72

EA. HANGER

UP TO 24"

DUCT DIM.

MAX. RECT.

8'

#100

36"

24" TO

TYP. FOR RND. & SQ. DUCTS

FOLD STRAP FOR DBL. THICK

RND. & SQ. DUCTS)

DUCT HANGER SEE

MAX. HANGER

SIZE & SPACING (TYP.

SCHEDULE BELOW FOR

EA. HANGER FOR RND. DUCTS

(3) #10 SHT. MTL. SCREWS

EA. HANGER FOR REC.

(2) #10 SHT. MTL. SCREWS

SPACING

NEVER BE LESS THAN 25mm

12"

12"

12"

76"

36"

28"Ø OUTSIDE

AIR DUCT

SCREENED OPENING

36" HIGH X 48" LONG

OSA PLENUM

36" H X 48" L X 24" D

PLATE BAFFLE ANGLED AT

12" LONG PERFORATED

45°. RUN FULL 112" LENGTH

OF HOOD. (TYP. OF 3)

MESH SCREEN OVER

36" X 112" 1/4" WIRE

OPENING

76"

112"

36" X 112" 1/4" WIRE

MESH SCREEN OVER

OPENING

SCREENED OPENING

36" HIGH X 48" LONG

AIR DUCT

28"Ø OUTSIDE

OF HOOD. (TYP. OF 3)

45°. RUN FULL 112" LENGTH

PLATE BAFFLE ANGLED AT

12" LONG PERFORATED

EXTERIOR WALL

FRONT VIEWSIDE VIEW

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OUTSIDE AIR DUCT

INSULATED

SUPPLY AIR DUCT

UNINSULATED

FLEXIBLE

CONNECTOR

FLEXIBLE

CONNECTOR

INDIRECT

HEAT EXCHANGER

SECTION

FAN

SECTION

INTAKE

SECTION

SEE SHEET S-504 DETAILS 1-5

NOTE:

FOR SUSPENSION DETAILS.

6"

TERMINATION

BOX

SLOPE: 1/4" PER FOOT

INSTALL PER MANUFACTURES

6"Ø 24 GA S/M VENT.

INSTRUCTIONS.

DOUBLE WALL VENT.

THIMBLE OR

DO NOT ATTACH HANGERS OR SUPPORTS

NOTE:

TO THE ROOF DECK. ATTACH TO STRUCTURAL

MEMBERS ONLY.


NOTE:


MEMBERS ONLY.

M-502

SEE STRUCTURAL DRAWINGS

(SLOPE 1 TO 1)

(SHOWN DOTTED)

ANGLE AS REQUIRED

LONGITUDINAL DIAGONAL

"EL CEN" HANGER

PIPE

BOLT TO ANGLE

ROD CLIP

DIAGONAL ANGLE

FOR CONNECTIONS TO STRUCTURE.

THAN O.D. BOLT

HAS AN I.D. 4" +/- LARGER

ADD PIPE SLEEVE THAT

THAN MAX. LENGTH

WHEN "L" GREATER

ADD VERTICAL ANGLE

ROD

"L" (6'-0" MAX.)

28"Ø OUTSIDE

AIR DUCT

40" HIGH X 40" LONG

SCREENED OPENING

OPENING

MESH SCREEN OVER

36" X 44" 1/4" WIRE

SIDE VIEW

36" X 44" 1/4" WIRE

MESH SCREEN OVER

OPENING

FRONT VIEW

AIR DUCT

40" H X 40" L X 24" D

EA PLENUM

12"

62"

EXTERIOR WALL

40" HIGH X 40" LONG

SCREENED OPENING

28"Ø EXHAUST

36"

62"

44"

SHEET METAL DEFLECTOR

W/END CAP WELDED TO

EXHAUST HOOD. SAME

GAUGE AS HOOD. PROVIDE

30° DEFLECTION FROM WALL.

8"

12"

8"

42"

42"

30° DEFLECTION FROM WALL.

GAUGE AS HOOD. PROVIDE

EXHAUST HOOD. SAME

W/END CAP WELDED TO

SHEET METAL DEFLECTOR

MESH SCREEN OVER

18" X 14" 1/4" WIRE

OPENING

FLOOR

12"

16"Ø TO 18" X 14"

TRANSITION

12"

2"

1" X 20 GA SHEET METAL

STRAP EVERY 60". SECURE

TO STRUCTURE BEHIND DUCT.

16"Ø EXHAUST

AIR DUCT

MANUAL VOLUME DAMPER

SET INLET AIR AT 1100 CFM.

LOCATED 60" ABOVE FLOOR.

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EXHAUST

SIDE

SUPPLY

SIDE

DOUBLE WALL 20 GA. SHEET METAL

CONDENSATE PAN WITH 1"

EXPANDED POLYSTYRENE

INSULATION IN BETWEEN WALLS

FRONT VIEW

SHEET METAL

PLENUM. (TYP.)

INSULATED

HINGED ACCESS

PANEL. (TYP. OF 4)

18X18 INSULATED

SIDE VIEW

FLEXIBLE

CONNECTION (TYP.)

1"

2"

DOUBLE WALL 20 GA. SHEET METAL

CONDENSATE PAN WITH 1"

EXPANDED POLYSTYRENE

INSULATION IN BETWEEN WALLS

LINE OF HRU


NOTE:


MEMBERS ONLY.

M-601

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E-001

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GENERAL ELECTRICAL NOTES

1. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER

DETAIL AS TO SCOPE, MATERIALS, AND EXECUTION OF

ELECTRICAL WORK.

2. ALL MEDIUM VOLTAGE WIRING DESIGN IS BASED ON 90

DEGREE C CONDITIONS FOR COPPER CONDUCTORS. ALL

LOW VOLTAGE WIRING DESIGN IS BASED ON 75 DEGREE C

CONDITIONS FOR COPPER CONDUCTORS OF TYPE

THHN/THWN UNLESS OTHERWISE STATED.

3. ELECTRICAL CONTRACTOR TO SIZE ALL WIRING NOT

EXPLICITLY SHOWN ON DRAWINGS ACCORDING TO THE

REQUIREMENTS OF NATIONAL ELECTRICAL CODE (NEC) FOR

THE SPECIFIC APPLICATION AND CONDITIONS.

4. ALL CONDUCTORS SHALL BE COPPER (MINIMUM SIZE #12

AWG, 10 AWG FOR RUNS OVER 75' UNLESS SPECIFICALLY

NOTED OTHERWISE).

5. CONTRACTOR SHALL SUBMIT SEISMIC ANCHORAGE

CALCULATIONS IN CONFORMANCE WITH CODE

REQUIREMENTS.

6. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO

CONFORM TO ALL LOCAL CODES AND ORDINANCES, THE

NATIONAL ELECTRICAL CODE AND MILITARY UFC CRITERIA.

7. THE ELECTRICAL CONTRACTOR SHALL PROVIDE SEISMIC

ANCHORAGE FOR ALL ELECTRICAL EQUIPMENT IN

ACCORDANCE WITH THE CALIFORNIA BUILDING CODE.

8. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL

ALL CONDUIT, WIRE, RECEPTACLES, SERVICES, SWITCHGEAR,

MCC, AND PANELBOARDS REQUIRED FOR A COMPLETE AND

OPERATIONAL ELECTRICAL SYSTEM.

9. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN

ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS,

OR WITH CODE REQUIREMENTS, THE NOTE, SPECIFICATION

OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE

COMPLETE JOB OR HIGHER STANDARD SHALL PREVAIL.

10. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE CLIMATE

SHALL BE WEATHERPROOF.

11. ALL ELECTRICAL EQUIPMENT IN THIS PROJECT SHALL BE U.L.

LISTED.

12. ALL UNDERGROUND CONDUIT SHALL BE INSTALLED AT 30"

BELOW FINISHED GRADE MINIMUM.

13. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING EXISTING UNDERGROUND FACILITIES AND

PROTECTING THESE FACILITIES FROM DAMAGE.

14. THE ELECTRICAL CONTRACTOR SHALL ROUTE CONDUITS AS

REQUIRED BY FIELD CONDITIONS AND PER N.E.C.

15. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING ANY DAMAGE TO EXISTING UNDERGROUND

FACILITIES.

16. CONTRACTOR SHALL PROVIDE ALL NEEDED CHANNELS,

ANGLES, AND ANY OTHER MATERIALS REQUIRED TO

SUPPORT LUMINAIRES, CONDUIT, AND ELECTRICAL

EQUIPMENT IN THE LOCATIONS SHOWN ON THE DRAWINGS.

17. CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS

OR USE ANY ATTACHMENTS THAT WOULD IMPAIR THEIR

STRENGTH.

18. CONTRACTOR SHALL DESIGN SUPPORTS IN BETWEEN THE

STRUCTURAL SUPPORT MEMBERS AND SUBMIT THE DESIGN

AS A SHOP DRAWING SUBMITTAL.

19. INSTRUMENTATION IS SHOWN IN THE GENERAL VICINITY OF

THE INTENDED LOCATION AND MAY NOT NECESSARILY MATCH

LOCATIONS ON THE MECHANICAL PLANS. VERIFY ACTUAL

LOCATIONS OF INSTRUMENTS AND RUN ASSOCIATED

CONDUITS AS REQUIRED.

ELECTRICAL ABBREVIATIONS

(D) DEMOLISH

(E) EXISTING

(F) FUTURE

(N) NEW

(R) RELOCATE

A AMPERES, ANALOG SIGNAL

AC ALTERNATING CURRENT

AF AMPERES FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPERES INTERRUPTING CAPACITY

AT AMPERES TRIP

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

BFG BELOW FINISHED GRADE

C CONDUIT

CB CIRCUIT BREAKER

CCT CORRELATED COLOR TEMPERATURE

CO CONDUIT ONLY

CP CONTROL PANEL

CPT CONTROL POWER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CU COPPER

DC DIRECT CURRENT

EF EXHAUST FAN

ELEV ELEVATION

ETM ELAPSED TIME METER

FCB FEEDER CIRCUIT BREAKER

FIT FLOW INDICATING TRANSMITTER

FLEX FLEXIBLE

FLUOR FLUORESCENT

FPP FIBER OPTIC PATCH PANEL

FPR FEEDER PROTECTION RELAY

FVNR FULL VOLTAGE NON-REVERSING STARTER

G, GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

H HALOGEN

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HMI HUMAN MACHINE INTERFACE

HOA HAND / OFF / AUTOMATIC

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HS HAND SWITCH

INCAND INCANDESCENT

JB, JBOX JUNCTION BOX

KAIC KILOAMPERES INTERRUPTING CAPACITY

KVA KILOVOLT-AMPERE

KW KILOWATT

KWH KILOWATT-HOUR

LED LIGHT EMITTING DIODE

LCP LOCAL CONTROL PANEL

LIT LEVEL INDICATING TRANSMITTER

LOS LOCKOUT STOP SWITCH

LSLL LEVEL SWITCH LOW-LOW

LV LOW VOLTAGE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCCB MOLDED CASE CIRCUIT BREAKER

MCP MOTOR CIRCUIT PROTECTOR

MSB MAIN SWITCHBOARD

MH METAL HALIDE, MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MPR MOTOR PROTECTION RELAY

MV MEDIUM VOLTAGE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO. NUMBER

NTS NOT TO SCALE

OL'S MOTOR OVERLOAD CONTACTS

P POLE

PB PUSHBUTTON, PULLBOX

PE PHOTOELECTRIC

PFR PHASE FAILURE RELAY

PH PHASE

PIT PRESSURE INDICATING TRANSMITTER

PLC PROGRAMMABLE LOGIC CONTROLLER

PQM POWER QUALITY MONITOR

PSH PRESSURE SWITCH HIGH

PT POTENTIAL TRANSFORMER

RECEPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RTD RESISTANCE TEMPERATURE DETECTOR

RVSS REDUCED VOLTAGE SOFT STARTER

SCCR SHORT CIRCUIT CURRENT RATING

SCE SOUTHERN CALIFORNIA EDISON

SPD SURGE PROTECTION DEVICE

SSS SOLID STATE STARTER (SOFT STARTER)

SWBD SWITCHBOARD

T TELEPHONE

TEMP TEMPERATURE

TSP TWISTED SHIELDED PAIR

TST TWISTED SHIELDED TRIPLEX

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT(S)

VA VOLT-AMPERE

VIT VIBRATION INDICATING TRANSMITTER

VFD VARIABLE FREQUENCY DRIVE

W WATT, WIRE

WP WEATHERPROOF

XFMR TRANSFORMER

SYMBOL NOTES

1. THIS DRAWING CONTAINS INDUSTRY STANDARD SYMBOLS. NOT ALL SYMBOLS

SHOWN ARE USED ON THIS PROJECT.

2. FOR HOA SWITCHES, "XOO" INDICATES THAT THE TOP CONTACT IS CLOSED WHEN

THE SWITCH IS SET TO HAND MODE, AND ALL OTHER SWITCH CONTACTS ARE OPEN;

"OXO" INDICATES THAT THE MIDDLE CONTACT IS CLOSED WHEN THE SWITCH IS SET

TO OFF MODE, AND ALL OTHER SWITCH CONTACTS ARE OPEN; "OOX" INDICATES

THAT THE BOTTOM CONTACT IS CLOSED WHEN SWITCH IS IN AUTO MODE, ALL

OTHER SWITCH CONTACTS ARE OPEN.

ANSI/IEEE C37.2 STANDARD DEVICE NUMBERS

THE FOLLOWING IS A LIST OF TYPICAL DEVICE NUMBERS. SEE ANSI/IEEE C37.2 FOR A

COMPLETE LIST OF DEVICES.

11 MULTI-FUNCTION DEVICE

27 UNDERVOLTAGE RELAY

32 DIRECTIONAL POWER RELAY OR REVERSE POWER RELAY

37 UNDERCURRENT OR UNDERPOWER RELAY

42 RUNNING CIRCUIT BREAKER

47 PHASE SEQUENCE OR PHASE-BALANCE VOLTAGE RELAY

50 INSTANTANEOUS OVERCURRENT RELAY

51 AC INVERSE TIME OVERCURRENT RELAY

52 AC CIRCUIT BREAKER

55 POWER FACTOR RELAY

57 SHORT-CIRCUITING OR GROUNDING DEVICE

59 OVERVOLTAGE RELAY

67 AC DIRECTIONAL OVERCURRENT RELAY

86 LOCKOUT RELAY

87 DIFFERENTIAL PROTECTIVE RELAY

SYMBOL DESCRIPTION

ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS

O/L

CONTACT

TIMED CONTACT, CONTACT ACTION REVERSES ON

ENERGIZATION (ON DELAY)

TIMED CONTACT, CONTACT ACTION REVERSES ON

DE-ENERGIZATION (OFF DELAY)

PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT

LIMIT SWITCH

SELECTOR SWITCH

HOA: HAND-OFF-AUTO (HOA SHOWN IN HAND MODE)

HO: HAND-OFF

HOR: HAND-OFF-REMOTE

R-O: REMOTE-OFF

SEE SYMBOLE NOTE 2.

MOTOR OVERLOAD DEVICE CONTACTS

PILOT LIGHT

A= AMBER, G= GREEN, R= RED, W= WHITE

CONTROL RELAY

TIME DELAY RELAY

MOTOR OR STARTER COIL

SOLENOID OPERATED VALVE

ELAPSED TIME METER

FUSE

CONTROL POWER TRANSFORMER

GROUND

MOTOR SPACE HEATER

AUTOHAND

OFF

OOX

NORMALLY

OPEN

NORMALLY

CLOSED

LEVEL SWITCH

PRESSURE SWITCH

TEMPERATURE SWITCH

OXO

XOO

FLOW SWITCH

CONDUIT & WIRE FOR FIRE ALARM SYSTEMF F

SYMBOL

A-3

SYMBOL DESCRIPTION

ELECTRICAL SYMBOLS - PLANS

DISCONNECT SWITCH

PANELBOARD

FLEXIBLE CONDUIT CONNECTION

(FROM COUPLING/STUB-UP OR JBOX)

CONDUIT BENDS AWAY FROM OBSERVER

CONDUIT BENDS TOWARD OBSERVER

HOMERUN TO PANEL "A", CIRCUIT 3

GROUNDING CONDUCTOR 30" BELOW GRADE

CONDUIT ROUTED ABOVE CEILINGS OR IN WALLS

CONDUIT OR DUCT BANK IN SLAB OR UNDERGROUND

CONDUIT REFERENCE

A = ANALOG SIGNAL C = CONTROL

D = DATA LINK F = FIBER OPTIC

P = POWER T = TELEPHONE

FLUORESCENT LUMINAIRE CONTROLLED BY SWITCH a

JUNCTION BOX

DUPLEX RECEPTACLE (WP, GFCI AS INDICATED)

HANDHOLE OR PULL BOX

HOMERUN PER CONDUIT SCHEDULE

EXIT LIGHT

SMOKE DETECTOR

FIRE ALARM MANUAL PULL STATION

FIRE ALARM STROBE

POLE MOUNTED LUMINAIRE

TELEPHONE OUTLET

DATA OUTLET

CONDUIT SEAL

F

DUCT SMOKE DETECTOR

CONDUIT & WIRE FOR ELECTRONIC KEY PAD TO PLCR RR

FACP

FIRE ALARM CONTROL PANEL

SWITCH (3 = 3-WAY SWITCH, 4 = 4-WAY SWITCH, ETC.)

KP ELECTRONIC KEYPAD

F

DS

J

S

3

a

P001

P0000

G

J

F

A

150

LUMINAIRE REFERENCE

SEE LUMINAIRE SCHEDULE FOR DETAILS

LUMINAIRE TYPE

LAMP WATTAGE

EXPOSED CONDUIT

WALL MOUNTED LUMINAIRE

CONDUIT STUBBED AND CAPPED

LOCAL CONTROL SWITCH

THERMOSTATT

SYMBOL DESCRIPTIONDEVICE

ELECTRICAL SYMBOLS - SINGLE LINE DIAGRAM

SOLID STATE STARTER (SOFT STARTER)

FUSED DISCONNECT SWITCH WITH CURRENT LIMITING FUSES

VARIABLE FREQUENCY DRIVE

MOTOR OVERLOAD HEATER

DRY TYPE TRANSFORMER

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

FUSE

LOW VOLTAGE CIRCUIT BREAKER

MCCB UON

MOTOR, 40 HORSEPOWER

GROUNDING ELECTRODE

NON-FUSED DISCONNECT SWITCH, 30A/3P UON

VALVE MOTOR AND ACTUATOR

600AF

400AT

MAGNETIC MOTOR STARTER

FVNR1 = FULL VOLTAGE NON-REVERSING, NEMA SIZE 1

RV2S2W = REDUCED VOLTAGE 2-SPEED, 2-WINDING

FUSED DISCONNECT SWITCH, 30A/3P UON

FVNR1

40

M

METER, ELECTRIC UTILITY GRADE UON

IRON CORE TRANSFORMER

PROTECTION RELAY

SEE ANSI/IEEE C37.2 STANDARD DEVICE NUMBERS LIST

MEDIUM VOLTAGE CIRCUIT BREAKER, DRAW-OUT TYPE

SEE ANSI/IEEE C37.2 STANDARD DEVICE NUMBERS LIST

THIS SHEET

SSS

VFD

TD1

CR1 AR1

R

ETM

M

SURGE PROTECTION DEVICESPD

POWER QUALITY MONITORPQM

SOLID STATE TRIPSST

47

FLUORESCENT LUMINAIRE CONTROLLED BY SWITCH a

W/ EMERGENCY BATTERY PACK

a

EMERGENCY LIGHT

INTRUSION SWITCHIS

40

MOTOR (NUMBER INDICATES HORSEPOWER)

COMBINATION STARTER & DISCONNECT SWITCH

E-100

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INSTALL NEW SQUARE D I-LINE POWERPACT H-FRAME CIRCUIT

BREAKER IN EXISTING SQUARE D SWITCHBOARD SPACE.

1

MU-1

ELECTRIC

MULE

OUTLET

100A

AC-11-01

AIR

COMPRESSOR

20HP

PW-11-01

HYDRO

BLASTER

15A

PW-11-02

HYDRO

BLASTER

15A

DP

30A

MDP11-114-1 800A, 480V, 3Ø, 4W, 25KAIC (LOCATED IN ELECTRICAL ROOM)

MAIN

LCP-BC-1

BRIDGE

CRANE

7.5HP

FROM (E)

PADMOUNT XFMR

125A

DP11-113-1

COMM PNL

480V

800A

3P

DPM

800A

TVSS

250KA

70A 30A 30A 30A 200A

LP11-114-1

60A

3P

DP

DP11-114-3

400HZ

LOAD

CONV11-114-1

CONV

120KVA, 400HZ

NE

175A300A

DP11-114-1S

STANDBY

480V

300A

PORTABLE

GENERATOR

200KW, 480V

MANUAL

TRANSFER

SWITCH

1

TO BLDG. DDC

MTS11-114-1

DP

400A RECEPT

1-1/2"C - 4#4,1#10G

NOTES:

2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

11-101

HANGAR

11-S101

11-116

FG-101

1

1

INDUSTRIAL

CEILING FAN

(TYP. OF 3)

3

2

SEE DWG E-102

FOR ELECTRICAL

ROOM PLAN

1

MAKEUP

AIR UNIT

MAU-1

EXHAUST FAN

EF-1

HEAT RECOVERY

UNIT 1

MAKEUP

AIR UNIT

MAU-2

3

HEAT RECOVERY

UNIT 2

EXHAUST FAN

EF-2

J

M

M

1

1

3

3

3

3

4

4

P201

P202

P203

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ELECTRICAL SITE PLAN

E-101

NOTES:

3/4"C - 3#12, 1#12G (480V, 3Ø POWER).

3/4"C - 2#12, 1#12G (120V, 1Ø CONTROL POWER).

SEE MECHANICAL PLAN FOR DETAILS.

RUN 3/4 " CONDUITS FROM CEILING FANS TO

WALL SWITCH AND SPEED CONTROL UNIT.

SEE M-103 FOR EXACT LOCATION.

3/4"C - 2#12, 1#12G (120V, 1Ø CONDENSATE PUMP).

1

2

3

0

SCALE:

5' 10' 15' 20'

5/64"=1'-0"

25'

4

HANGAR 11 CONDUIT SCHEDULE

REF. NO

CONDUIT CONDUCTORS

FROM TO NOTES/REMARKSQTY

SIZEQTY & SIZE

GND

P100 11 ½" 4#4 1#8

P101 11 ¼" 9#12 1#12 PANEL LP11-114-1 CEILING FAN J-BOX

P201 1 ¾" 3#12 1#12 PANEL LP11-114-1

MAKEUP AIR UNIT (MAU-1)

P202 1¾" 3#12 1#12 PANEL LP11-114-1

EXHAUST FAN (EF-1)

P203 1 ¾" 2#12 1#12 120/208V PANEL HEAT RECOVERY UNIT 1

P301 1 ¾" 3#12 1#12 PANEL LP11-114-1

MAKEUP AIR UNIT (MAU-2)

P302 1 ¾" 3#12 1#12 PANEL LP11-114-1

EXHAUST FAN (EF-2)

P303 1¾" 2#12 1#12 120/208V PANEL HEAT RECOVERY UNIT 2

P304 1 ¾" 2#12 1#12 120/208V PANEL RECEPTACLE

5

ELECTRICAL

ROOM

11-114

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ELECTRICAL ROOM 11-114 PLAN

E-102

0

SCALE:

6" 1' 2'

1" = 1'-0''

INSTALL NEW 60A/3P SQUARE D

POWERPACT H-FRAME CIRCUIT

BREAKER IN EXISTING SQUARE D

QED SWITCHBOARD "MDP11-114-1"

(E) 120/208V, 3Ø, 4W PANEL

(N) PANEL LP-11-114-1

SEE E-101 FOR

CONTINUATION

SEE E-101 FOR

CONTINUATION

SEE E-101 FOR

CONTINUATION

P201

P202

P203

P201

P202

P100

P203

P101

P301

P302

P303

SEE E-101 FOR

CONTINUATION

SEE E-101 FOR

CONTINUATION

GENERAL STRUCTURAL NOTES

THESE NOTES SHALL APPLY UNLESS SHOWN/INDICATED OTHERWISE ELSEWHERE IN

THE STRUCTURAL DRAWINGS.

GENERAL

1. THE FOLLOWING GENERAL NOTES APPLY TO ALL STRUCTURAL DRAWINGS UNLESS

OTHERWISE SPECIFICALLY SHOWN OR NOTED.

2. ALL PHASES OF WORK TO CONFORM TO THE MINIMUM STANDARDS OF THE 2012 INTERNATIONAL

BUILDING CODE AND THE MOST CURRENT UNIFIED FACILITIES CRITERIA.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE

CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE

NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK.

3. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION

SHALL BE AS INDICATED IN THE APPLICABLE STANDARD STRUCTURAL

DETAILS AND THESE GENERAL NOTES. STANDARD DETAILS ARE MEANT TO

APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON

DRAWINGS WHERE THEY OCCUR.

4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH

MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING

FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES,

AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE

SITE BY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPECTION OF

SUCH ITEMS.

5. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.

6. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL

RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER.

7. CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO

STARTING WORK, BOTH ABOVE GROUND AND BELOW GROUND, WHICH MAY BE

IMPACTED BY THE WORK SHOWN ON THESE DRAWINGS. ANY CONFLICTS SHALL

BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

8. WHEN CUTTING A NEW OPENING IN EXISTING CONCRETE OR MASONRY, CONTRACTOR

SHALL NOT OVER CUT AT THE CORNERS; CORE DRILL, CHIP AND GRIND AS REQUIRED

AT CORNERS. A LAYOUT OF ALL PROPOSED OPENINGS SHALL BE REVIEWED BY THE

ENGINEER PRIOR TO SAWCUTTING.

STEEL NOTES

1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A36 UNLESS

NOTED OTHERWISE. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED

IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION

AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. STRUCTURAL STEEL

FABRICATION AND ERECTION SHALL BE SPECIALLY INSPECTED UNLESS FABRICATION

IS PERFORMED ON THE PREMISES OF AN A.I.S.C CERTIFIED FABRICATOR SHOP. AT THE

COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT

A CERTIFICATE OF COMPLIANCE TO THE CITY BUILDING OFFICIAL (OR OWNER

IF THE PROJECT IS NOT UNDER THE JURISDICTION OF A BUILDING DEPARTMENT)

AND TO THE ENGINEER STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS.

2. ALL WIDE FLANGE SECTIONS (W SHAPES) SHALL CONFORM TO A.S.T.M. A-992,

Fy = 50 KSI.

3. HOLLOW STEEL SECTIONS (STEEL TUBES) SHALL CONFORM TO A.S.T.M. A500,

GRADE B OR BETTER, UNLESS NOTED OTHERWISE.

4. STEEL PIPES SHALL CONFORM TO A.S.T.M. A53, GRADE B

5. BOLTS SHALL CONFORM TO A.S.T.M. A307 OR BETTER, UNLESS NOTED

OTHERWISE.

6. HOLES FOR BOLTS IN STEEL SHALL BE OF SAME DIAMETER AS BOLT +1/16"

MAXIMUM.

7. ALL WELDING SHALL BE SHIELDED ARC TYPE AND SHALL BE PERFORMED BY

A CERTIFIED WELDER IN A FABRICATION SHOP REGISTERED AND APPROVED

IN ACCORDANCE WITH NOTE 1 ABOVE. NO FIELD WELDING ALLOWED.

8. NO STRUCTURAL STEEL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC.

UNLESS SPECIFICALLY DETAILED AND APPROVED BY STRUCTURAL ENGINEER.

9. ALL STEEL SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, UNO.

10. UNLESS OTHERWISE SHOWN OR NOTED, EDGE DISTANCES FOR CONNECTIONS SHALL

BE PER TABLE 1.16.5.1 OF THE A.I.S.C. SPECIFICATIONS.

11. CARBON STEEL THREADED RODS SHALL CONFORM TO ASTM A193, GRADE B7,

AND SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153,

CLASS C OR D. CARBON STEEL NUTS SHALL CONFORM TO ASTM A583, GRADE DH.

ADHESIVE ANCHOR NOTES

1. ADHESIVE ANCHOR SYSTEM FOR ANCHORS/RODS AND DOWELS IN CONCRETE SHALL

BE "HIT-RE500-SD", MANUFACTURED BY HILTI, INC. OR "SET-XP", MANUFACTURED BY SIMPSON

STRONG-TIE, OR PER NOTE 4 BELOW.

2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH I.C.C. EVALUATION REPORT

No. 2322 FOR HILTI HIT-RE500-SD ANCHORS OR REPORT No. 2508 FOR SIMPSON STRONG-TIE

SET-XP ANCHORS.

3. SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 4.4 OF THE I.C.C. EVALUATION

REPORT FOR THE SELECTED ANCHOR SHALL BE PROVIDED DURING ANCHOR INSTALLATION.

4. AN ALTERNATIVE ADHESIVE ANCHOR PRODUCT MAY BE SUBMITTED TO THE ENGINEER FOR

APPROVAL, PROVIDED THAT IT HAS A CURRENT I.C.C. EVALUATION REPORT APPROVAL.

5. ALL ABANDONED HOLES SHALL BE FILLED WITH A DRYPACK GROUT A MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF 5,000 PSI. THE FILLED HOLE(S) SHALL BE PREPARED AND

CLEANED AS REQUIRED BY THE GROUT MANUFACTURER.

6. LOCATE EXISTING REINFORCING USING A NON-DESTRUCTIVE METHOD (PACHOMETER OR OTHER),

AND AVOID REINFORCING PRIOR TO DRILLING HOLES FOR ANCHORS. MAINTAIN A MINIMUM

CLEARANCE OF 1" BETWEEN THE REINFORCEMENT AND THE ANCHOR.

7. STAINLESS STEEL THREADED RODS SHALL CONFORM TO ASTM A193, GRADE B8/B8M, TYPE 316.

DESIGN CRITERIA

DESIGN CODE

ALL DESIGN AND CONSTRUCTION FOR THE PIPE SUPPORTS SHALL BE IN ACCORDANCE WITH

THE FOLLOWING:

a) IBC, 2012 EDITION

b) ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

c) UFC (UNITED FACILITIES CRITERIA) 1-200-01, GENERAL BUILDING REQUIREMENTS

d) UFC (UNITED FACILITIES CRITERIA) 3-310-04, SEISMIC DESIGN OF BUILDINGS

e) UFC (UNITED FACILITIES CRITERIA) 3-310-01, STRUCTURAL ENGINEERING

f) POWER-STRUT ENGINEERING CATALOG

LOCATION

61°15'10.97"N 149°48'40.31"W

SEISMIC DESIGN PARAMETERS

SEISMIC DESIGN CATEGORY: D

SITE CLASS: D

RISK CATEGORY: II

Ss = 1.500 Fa = 1.00

S1 = 0.680 Fv = 1.50

Sds = 1.000

Sd1 = 0.680

MAKEUP AIR UNIT

R = 1.0 (ASCE 7-10, TABLE 15.4-1)

SEISMIC GAS PIPE SUPPORT

Ip = 1.5 (ASCE 7-10, SECTION 13.1.3)

ap = 2.5 (ASCE 7-10, TABLE 13.6-1)

Rp = 12.0 (ASCE 7-10, TABLE 13.6-1)

CENTRIFUGAL FAN SUPPORT

Ip = 1.5 (ASCE 7-10, SECTION 13.1.3)

ap = 2.5 (ASCE 7-10, TABLE 13.6-1)

Rp = 6.0 (ASCE 7-10, TABLE 13.6-1)

HEAT RECOVERY UNIT SUPPORT

Ip = 1.5 (ASCE 7-10, SECTION 13.1.3)

ap = 2.5 (ASCE 7-10, TABLE 13.6-1)

Rp = 6.0 (ASCE 7-10, TABLE 13.6-1)

DUCT SUPPORT

Ip = 1.5 (ASCE 7-10, SECTION 13.1.3)

ap = 2.5 (ASCE 7-10, TABLE 13.6-1)

Rp = 6.0 (ASCE 7-10, TABLE 13.6-1)

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S-001

4 1/4"

3 1/2"

6 5/8"

8 1/4"

EMBEDMENT

DEPTH

ADHESIVE ANCHOR EMBEDMENT AND SPACING

1 1/4"

1"

12"

3/8"

5/8"

3/4"

1/2"

5"

ANCHOR

DIAMETER

MINIMUM CENTER-TO

CENTER ANCHOR SPACING

MINIMUM DISTANCE TO

CONCRETE OR MASONRY EDGE

4 3/4"

6"

2 1/2"

2"

3"

4"

4 1/2"

6"

4"

3"

2 1/2"

2"

OSB

REINF

PT

REQ'D

STIFF

STD

SHTG

PLYWD

PL PLATE

ORIENTED STRAND BOARD

REINFORCEMENT

REQUIRED

STIFFENER

STANDARD

SHEATHING

PRESSURE TREATED

PLYWOOD

GLB

JST

HORIZ(H)

MAX

JT

HSB

INT

HDR

HIGH STRENGTH BOLT

GLUE-LAM BEAM

HORIZONTAL

HEADER

INTERIOR

JOIST

MAXIMUM

JOINT

WITH

TYPICAL

SYM

TOP

T&B

TOS

w/

UNO

WWF

TYP

VERT(V)

SYMMETRICAL

UNLESS NOTED OTHERWISE

WELDED WIRE FABRIC

VERTICAL

TOP OF STEEL

TOP OF PLYWOOD

TOP & BOTTOM

MIN

MAS

MFR

NS

NTS

OPNG

OC

MO

MECH

MINIMUM

MASONRY OPENING

MANUFACTURER

MASONRY

ON CENTER

MECHANICAL

NEAR SIDE

NOT TO SCALE

OPENING

MACHINE BOLTSMB

STL STEEL

DOWEL

EXISTING

EACH SIDE

EXPANSION BOLT

EDGE NAILING

ELEVATION (VIEW)

ELEVATION (DATUM)

DIAMETER

DWL

EXP BT

EXIST(E)

EL

ES

EN

ELEV

DIA

ANCHOR BOLT

BEAM

BUILDING

BLOCKING

CENTER

BOTTOM

ANGLE

ARCHITECTURAL

AB

L

BM

CTR

BOT(B)

BLKG

BLDG

ARCH

EACH WAY

FINISH

EXTERIOR

FLOOR

FAR SIDE

FOOTING

FOUNDATION

FACE OF STUD

GALVANIZED

EW

FIN

EXT

FLR

FS

GALV

FOS

FTG

FOUND

COUNTERSINK

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CLEARCLR

COL

CMU

CONSTR

CONN

CONC

CONT

CTSK

CONCRETE MASONRY UNIT

CJ CONTROL JOINT

EA EACH

ABBREVIATIONS

TOC TOP OF CONCRETE

TOP OF WALLTOW

AFF ABOVE FINISH FLOOR

DO DITTO

NEW(N)

V.I.F. VERIFY IN FIELD

TOF TOP OF FOOTING

A. STRUCTURAL STEEL (MILL REPORTS AND IDENTIFICATION

FOR ALL OFFSITE FABRICATION OF THE ITEMS

FABRICATORS SHALL SUBMIT A CERTIFICATE OF COMPLIANCE

1. OFF-SITE FABRICATION:

LISTED BELOW:

DEFERRED SUBMITTALS/CERTIFICATIONS

IN ACCORDANCE WITH 2012 I.B.C.

SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT SHALL BE PERFORMED

SPECIAL INSPECTIONS REQUIRED

1. ADHESIVE ANCHORS:

A. INSTALLATION

OF STEEL, AFFIDAVIT OF COMPLIANCE)

EXISTING 10" SLAB

EXISTING ROLL-UP

DOOR

OSA INTAKE HOOD OPENING

(ATTACH PER MANUFACTURER'S

RECOMMENDATIONS

EXISTING W BEAM

EXISTING C BEAM

L4x4x1/4, TYP .

CONNECTIONS PER

DETAIL 6 ON SHEET

S-503

C8x11.5 BEAM. CONNECT

TO EXISTING COLUMN

PER DETAIL 3 ON SHEET

S-503

EXISTING

CMU WALL

OSA EXHAUST HOOD

OPENING (ATTACH PER

MANUFACTURER'S

RECOMMENDATIONS)

FILL w/ GROUT

& PAINT OVER

TO MATCH BUILDING

EXTERIOR

SA

WC

UT

N

EW

O

SA

E

XH

AU

ST

H

OO

D O

PE

NIN

G

5'-0" M

AX

.

SAWCUT NEW OSA EXHAUST HOOD OPENING

4'-0" MAX.

6"

MIN

.

SEE M-SHEETS

PROVIDE 2-#4 BARS EACH

SIDE AS SHOWN. DOWEL

INTO EXISTING CMU WALL

w/ SIMPSON SET-XP OR

APPROVED EQUAL

1'-0"

NOTE:

SUPPORT EXISTING CMU WALL

DURING CONSTRUCTION AND

SAWCUTTING.

SE

E M

-S

HE

ET

S

"L"

NOTES:

8 170 101

AT CENTER

7

6

5

4

90

66

35

23

3

BARAT EDGE

L (INCHES)

BAR LOCATION

52

40

26

21

L (INCHES)

LAP LENGTHS BASED ON FM=1500 PSI AND EDGE DISTANCE OF 2 1/4".

MASONRY REINF. LAP

SPLICE SCHEDULE

16 16

L4x4X1/4 BRACE, TYP.

EXISTING BUILDING

COLUMN

PROPOSED W8x28COLUMN.

CONNECT TO EXISTING SLAB

PER DETAIL 8, THIS SHEET.

EXTEND UP AND CONNECT TO

NEAREST STRUCTURAL

MEMBER PER DETAIL 7 ON

SHEET S-503.

1/2" DIA. A307

BOLT, TYP.

1 1/2" TYP.

6"VARIES

2" T

YP

.2" T

YP

.

3" TYP.

NOTE:

COLUMN AND BEAM SUPPORT

NOT SHOWN FOR CLARITY.

SEE DETAIL 8 THIS SHEET

OSA INTAKE/EXHAUST HOOD

OPENING (ATTACH PER

MANUFACTURER'S

RECOMMENDATIONS)

12'-0" MAX.

SEE DETAIL 6 ON SHEET

S-503 FOR ANGLE TO

ANGLE CONNECITON, TYP.

1'-2"

1 1/2" 1 1/2"

1'-2"

1 1/2"

1 1/2"

W8x COLUMN

PROPOSED BASE PLATE

1 1/2" MAX.

DRYPACK

EXISTING 10" SLAB

3/4" Ø ASTM A 193 ANCHOR

RODS INSTALLED WITH HILTI

HIT-RE 500-SD ADHESIVE OR

APPROVED EQUAL. EMBED 5"

INTO EXIST SLAB (4 TOTAL)

1/43/4" THICK

STEEL

BASEPLATE

T

EXISTING INSULATED METAL

PANELS

PROPOSED

1

4

" x 3" LONG SELF

TAPPING SCREWS @ 12" O.C.

PROPOSED FLASHING, ALL

AROUND OPENING, TYP.

PROPOSED MECHANICAL

INTAKE/EXHAUST HOOD

SAWCUT PROPOSED OPENING

- SEE DETAIL 5 ON THIS SHEET

CALK ALL AROUND PROPOSED

FLASHING

PROPOSED STRUCTURAL

FRAMING

S-501

d=6d FOR SMALLER BARS

D=8d FOR #9 AND LARGER

180° HOOK90° BEND

STIRRUP OR TIELAP AND OFFSET

4d OR

5" MIN.

d

d

4

d

6

d

O

R

4

"

M

I

N

.

D

D

d

12d O

R

1'-0" M

IN

.

1-1/2d C

LE

AR

O

R

WIR

E T

IR

E T

OG

ET

HE

R

LAP

PER

6

1

NOTES:

"L"

1. LAPS SHOWN IN THIS TABLE ARE CLASS B, CATEGORY 3 TYPE SPLICES. LAP

LENGTH IS BASED UPON SMALLER OF TWO BARS BEING SPLICED WHEN NOT THE

SAME SIZE.

2. INCREASE LAP LENGTHS BY A FACTOR OF 1.3 FOR HORIZONTAL

REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN

THE MEMBER BELOW THIS REINFORCEMENT.

f'c=2500 f'c=3250 f'c=4000 f'c=5000

REINFORCING LAP SPLICE SCHEDULE

BAR

3

4

5

6

7

8

78"

69"

47"

39"

32"

24"

LL

21"

28"

35"

42"

60"

69" 62"

54"

37"

31"

25"

19"

L L

17"

23"

28"

34"

49"

56"

RE

PA

IR H

VA

C S

YS

TEM

HA

NG

AR

11

(BU

ILD

ING

164

30)

ALA

SK

A A

IR N

ATI

ON

AL

GU

AR

D -

176T

H W

ING

TYP

E 'B

3' D

RA

WIN

GS

- 16

MA

Y 2

016

POWERSTRUT

PS 200H

SEE DETAIL 2, SHEET

S502 FOR

CONNECTION

POWERSTRUT

PS 9402

SEE DETAIL 3,

SHEET S502 FOR

CONNECTION

PROPOSED EXHAUST

FAN

5

S5

02

3/8" Ø ROD

PS 6024

PS-83

POWERSTRUT

PS 200H

POWERSTRUT

PS 9402

SEE DETAIL 2,

SHEET S502 FOR

CONNECTION

PS 6024

PS-83

SEE DETAIL 3,

SHEET S502 FOR

CONNECTION

3/8" Ø ROD. ADD STIFFENER PER

DETAIL 4, THIS SHEET

SPRING ISOLATOR PER

MANUFACTURER

MOUNTING CLIP PER

MANUFACTURER

3/8" Ø ROD,TYP.

POWERSTRUT

PS 200H, TYP.

PROPOSED

EXHAUST FAN

POWERSTRUT

PS 9402, TYP.

S-502

POWERSTRUT PS 2651 BEAM

CLAMP, BOTH SIDES OF BEAM

POWERSTRUT PS 200 2T3

ROD STIFFENER CHART

THREADED ROD

DIAMETER

DIM. "B" MAXIMUM

SPACING BETWEEN

ROD STIFFENERS

MAX. REACTION

IN IN

1/2" 18"

5/8" 22"

1078 LBS

1732 LBS

3/8" 12" 717 LBS

TIGHTEN TILL

SNUG

ROD STIFFENER (3/8"

THRU 5/8" ROD

DIAMETER)

DIM

. "B

"D

IM

. "B

"6" M

AX

.

2" M

AX

.

TIGHTEN TILL

SNUG

2" M

AX

.

POWERSTRUT PS

3500 SEISMIC

ROD STIFFNER

6" M

AX

.

PS 9402 OR

PS 9403. SEE

SIDE VIEW

PS-83

PS9402 OR PS9403

PS6024

PSRS

PS 200H

SEE DETAIL 4,

THIS SHEET

PS200H

SLOPED

PS6024

PSRS

PS633 (ALT. CONNECTION

PS9400 SERIES)

ALTERNATE

BRACE

3

0

°

-

6

0

°

REFER TO ANCHORAGE DETAIL 3,

THIS SHEET FOR ROD

ANCHORAGE

SIDE VIEW


THIS SHEET FOR LATERAL

BRACING MEMBERS

3

8

" Ø ROD



BRACING MEMBERS

HANGER SUPPORT

CLAMP

3

8

" Ø ROD

EXISTING W BEAM

POWERSTRUT PS 685 BEAM

CLAMP, BOTH SIDES OF BEAM


EXISTING W BEAM

PS200H SLOPED

BRACE

PS6024

PSRS


PS9400 SERIES)

PS6024

PS-83

PS6024

PS-83

3

8

" Ø ROD WITH

STIFFENER

PS-83

RE

PA

IR H

VA

C S

YS

TEM

HA

NG

AR

11

(BU

ILD

ING

164

30)

ALA

SK

A A

IR N

ATI

ON

AL

GU

AR

D -

176T

H W

ING

TYP

E 'B

3' D

RA

WIN

GS

- 16

MA

Y 2

016

GAS PIPE/CONDUIT

HANGER SUPPORT

CLAMP PER

MECHANICAL PLANS

PS 9402 OR

PS 9403. SEE

SIDE VIEW

PS-83

PS9402 OR

PS9403

PS6024

PSRS

PS 200H

SEE DETAIL 4,

THIS SHEET

PS200H

SLOPED

PS6024

PSRS


PS9400 SERIES)

ALTERNATE

BRACE

3

0

°

-

6

0

°


THIS SHEET FOR ROD

ANCHORAGE

SIDE VIEW



BRACING MEMBERS

3

8

" Ø ROD

PROPOSED DUCT AND

SHEET METAL SUPPORT

STRAP PER PLAN



BRACING MEMBERS

PS2144

3

8

" Ø ROD

PS6024

PS-83

PS2144

STIFFENER PER

DETAIL 4, SHEET S502

5/8"Ø

THREADED

ROD, TYP.

NUT & CHANNEL NUT

AT HANGER RODS &

POWERSTRUT, TYP.

EXISTING STRUCTURAL

MEMBER, TYP.

PS 858 OR PS 865

HEAVY DUTY

BEAM CLAMP

POWERSTRUT PS 9403

HINGE CONNECTOR

3

0

°

-

6

0

°

POWERSTRUT

PS 200H

POWERSTRUT

PS 200H

SEE DETAIL 2,

SHEET S502

FOR CONNECTION

PROPOSED HEAT

RECOVERY UNIT

2

S503

STIFFENER PER


3

0

°

-

6

0

°

POWERSTRUT PS 9403

HINGE CONNECTOR

POWERSTRUT

PS 200H

NUT & CHANNEL NUT

AT HANGER RODS &

POWERSTRUT, TYP.

POWERSTRUT

PS 200H

SEE DETAIL 2,

SHEET S502

FOR CONNECTION

SEE DETAIL 1, SHEET S503

FOR CONNECTION TO EXISTING

STRUCTURAL MEMBER

5/8"Ø THREADED

ROD, TYP.

POWERSTRUT

PS 9403 HINGE

CONNECTOR, TYP.

POWERSTUT

PS 200H, TYP.

NUT & CHANNEL NUT

AT HANGER RODS &

POWERSTRUT, TYP.

BRACING MEMBERS,

TYP.

GUY WIRE, TYP.

(4 TOTAL). INSTALL

PER MANUFACTURER'S

RECOMMENDATIONS

FAN - SEE SCHEDULE

FOR MANUFACTURE, TYPE

AND LOCATION

EXISTING ROOF

FRAMING

2 - 5/8" A307 DIA. BOLTS, TYP.

1 1/2"

5 1/2"

2 - L3x3x3/8

BEAMS

BOLT FAN ASSEMBLY

TO L3x BEAM w/ UPPER

YOKE STYLE MOUNT PER

MANUFACTURER'S

RECOMMENDATIONS

EXISTING ROOF

FRAMING

20'-0"

M

AX

.

ATTACH GUY WIRE

w/ CLAMP PER

MANUFACTURER'S

RECOMMENDAIONS,

TYP.

1 1/4"

Cx BEAM

NEW OR EXISTING

BEAM/COLUMN

2 -1/2" DIA. A307

BOLTS

2"

T

YP

.

1 1/2"

TYP.

ANGLE

1/2" DIA. A307

BOLT. LOCATE

1 1/2" EDGE OF ANGLE

CLIP (AS SHOWN

ABOVE). CONTRACTOR

TO VERIFY DIMENSIONS

BEFORE FABRICATION.

1 1/2"

T

YP

.

1 1/2"

TYP.

1/2" DIA. A307

BOLT

NEW OR EXISTING BEAM

L3 1/2 x 3 1/2 x 1/4

ANGLE CLIP

1"

M

IN

.

CO

NT

RA

CT

OR

T

O V

ER

IF

Y

4- 1/2" DIA. A307

BOLTS

3/8" CONNECTION

THICK PLATE

EXISTING BEAM

W8x BEAM

BOLTED

CONNECTION

PLATE

1"

T

YP

.

EXISTING BEAM

BEYOND

1/4

S-503

ALA

SK

A A

IR N

ATI

ON

AL

GU

AR

D -

176T

H W

ING

TYP

E 'B

3' D

RA

WIN

GS

- 16

MA

Y 2

016

RE

PA

IR H

VA

C S

YS

TEM

HA

NG

AR

11

(BU

ILD

ING

164

30)

STIFFENER PER


5/8"Ø

THREADED

ROD, TYP.

NUT & CHANNEL NUT

AT HANGER RODS &

POWERSTRUT, TYP.

EXISTING STRUCTURAL

MEMBER OR TRUSS

MEMBER, TYP.

PS 858 OR PS 865

HEAVY DUTY

BEAM CLAMP

POWERSTRUT PS 9403

HINGE CONNECTOR

3

0

°

-

6

0

°

POWERSTRUT

PS 150H

POWERSTRUT

PS 100H

USE DETAIL 4 ON THIS SHEET FOR BRACE

CONNECTION TO W-BEAM OR SIMILAR

STRUCTURAL MEMBER

USE DETAIL 5 ON THIS SHEET FOR BRACE

CONNECTION TO CHANNEL OR SIMILAR

STRUCTURAL MEMBER

PROPOSED HEAT

RECOVERY UNIT.

ANCHOR TO

POWERSTRUT

BELOW PER

MANUFACTURER'S

RECOMMENDATIONS

2

S503

POWERSTRUT

PS 100H

STIFFENER PER


3

0

°

-

6

0

°

POWERSTRUT PS 9403

HINGE CONNECTOR

POWERSTRUT

PS 200H

NUT & CHANNEL NUT

AT HANGER RODS &

POWERSTRUT, TYP.

POWERSTRUT

PS 200H

SEE DETAIL 2,

SHEET S502

FOR CONNECTION

SEE DETAIL 1, SHEET S503

FOR CONNECTION TO EXISTING

STRUCTURAL MEMBER

5/8"Ø THREADED

ROD, TYP.

POWERSTRUT

PS 9403 HINGE

CONNECTOR, TYP.

POWERSTUT

PS 100H, TYP.

NUT & CHANNEL NUT

AT HANGER RODS &

POWERSTRUT, TYP.

BRACING MEMBERS,

TYP.

POWERSTUT

PS 150H

POWERSTRUT PS 2651 T2 BEAM

CLAMP - PROVIDE3/8" HEX NUTS

AND "U" BOLT PER

MANUFACTURER'S

RECOMMENDATIONS (BOTH SIDES)


EXISTING W BEAM

PS100H SLOPED

BRACE

PS6024

PSRS


PS9400 SERIES)

PS6024

PS-83


EXISTING C BEAM, TYP.

PS100H SLOPED

BRACE

PS6024

PSRS


PS9400 SERIES)

PS6024

PS-83

POWERSTRUT PS 2651 T2 BEAM

CLAMP - PROVIDE3/8" HEX NUTS

AND "U" BOLT PER

MANUFACTURER'S

RECOMMENDATIONS, TYP.

NOTE:

WHEN ATTACHING BRACE TO A C-TYPE BEAM OR

SIMILAR, EXTEND POWERSTRUT PS 200 2T3 TO

ADJACENT C-TYPE BEAM AND PROVIDE AND

CLAMP AS SHOWN ABOVE.

S-504

ALA

SK

A A

IR N

ATI

ON

AL

GU

AR

D -

176T

H W

ING

TYP

E 'B

3' D

RA

WIN

GS

- 16

MA

Y 2

016

RE

PA

IR H

VA

C S

YS

TEM

HA

NG

AR

11

(BU

ILD

ING

164

30)

L/2 O

R A

T (E

) P

UR

LIN

A

BO

VE

14'-0" <

= L <

= 20'-0"

L/2 O

R A

T (E

) P

UR

LIN

A

BO

VE

5'-4" +/-

VERIFY WITH MANUFACTURER

7'-4" <= W <= 20'-0"

Date post:	24-Mar-2018
Category:	Documents
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REPAIR HVAC SYSTEM HANGAR 11 (BUILDING 16430) work of all other trades prior to any fabrication or...

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