repair hvac system hangar 11 (building 16430) work of all other trades prior to any fabrication or...
TRANSCRIPT
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
'
A
I
R
L
I
F
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
'
RE
PA
IR H
VA
C S
YS
TEM
HA
NG
AR
11
(BU
ILD
ING
164
30)
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016
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
SIZE 4-AIR QUANTITY (Y) CFM
SUPPLY GRILLE OR REGISTER
SIZE 4-AIR QUANTITY (Y) CFM
RETURN/EXHAUST GRILLE OR REGISTER
SIZE 4-AIR QUANTITY (Y) CFM
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.
L.
M.
N.
O.
P.
Q.
R.
RE
PA
IR H
VA
C S
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TEM
HA
NG
AR
11
(BU
ILD
ING
164
30)
ALA
SK
A A
IR N
ATI
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AL
GU
AR
D -
176T
H W
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TYP
E 'B
3' D
RA
WIN
GS
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016
KENNETH P. KULONISNo. ME 106134
CDP CONDENSATE PUMP
M-002
RE
PA
IR H
VA
C S
YS
TEM
HA
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AR
11
(BU
ILD
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164
30)
ALA
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TYP
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- 16
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016
KENNETH P. KULONISNo. ME 106134
M-003
RE
PA
IR H
VA
C S
YS
TEM
HA
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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
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- 16
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016
KENNETH P. KULONISNo. ME 106134
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
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
KENNETH P. KULONISNo. ME 106134
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
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
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TYP
E 'B
3' D
RA
WIN
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- 16
MA
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016
KENNETH P. KULONISNo. ME 106134
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
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
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
KENNETH P. KULONISNo. ME 106134
11-119
M-401
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
KENNETH P. KULONISNo. ME 106134
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
18X14 EXHAUST AIR INLET. TERMINATE WITHIN 12 INCHES OF THE FLOOR. 1100 CFM EACH.
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.
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
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TYP
E 'B
3' D
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WIN
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016
KENNETH P. KULONISNo. ME 106134
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
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
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016
KENNETH P. KULONISNo. ME 106134
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.
DO NOT ATTACH HANGERS OR SUPPORTS
NOTE:
TO THE ROOF DECK. ATTACH TO STRUCTURAL
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.
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
KENNETH P. KULONISNo. ME 106134
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
DO NOT ATTACH HANGERS OR SUPPORTS
NOTE:
TO THE ROOF DECK. ATTACH TO STRUCTURAL
MEMBERS ONLY.
M-601
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
KENNETH P. KULONISNo. ME 106134
E-001
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
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016
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
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
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
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
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
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
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)
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
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
REFER TO ANCHORAGE DETAIL 2,
THIS SHEET FOR LATERAL
BRACING MEMBERS
3
8
" Ø ROD
REFER TO ANCHORAGE DETAIL 2,
THIS SHEET FOR LATERAL
BRACING MEMBERS
HANGER SUPPORT
CLAMP
3
8
" Ø ROD
EXISTING W BEAM
POWERSTRUT PS 685 BEAM
CLAMP, BOTH SIDES OF BEAM
POWERSTRUT PS 200 2T3
EXISTING W BEAM
PS200H SLOPED
BRACE
PS6024
PSRS
PS633 (ALT. CONNECTION
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
PS633 (ALT. CONNECTION
PS9400 SERIES)
ALTERNATE
BRACE
3
0
°
-
6
0
°
REFER TO ANCHORAGE DETAIL 3,
THIS SHEET FOR ROD
ANCHORAGE
SIDE VIEW
REFER TO ANCHORAGE DETAIL 2,
THIS SHEET FOR LATERAL
BRACING MEMBERS
3
8
" Ø ROD
PROPOSED DUCT AND
SHEET METAL SUPPORT
STRAP PER PLAN
REFER TO ANCHORAGE DETAIL 2,
THIS SHEET FOR LATERAL
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
DETAIL 4, SHEET S502
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
DETAIL 4, SHEET S502
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
DETAIL 4, SHEET S502
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)
POWERSTRUT PS 200 2T3
EXISTING W BEAM
PS100H SLOPED
BRACE
PS6024
PSRS
PS633 (ALT. CONNECTION
PS9400 SERIES)
PS6024
PS-83
POWERSTRUT PS 200 2T3
EXISTING C BEAM, TYP.
PS100H SLOPED
BRACE
PS6024
PSRS
PS633 (ALT. CONNECTION
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"