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T O. NEW STW15FRCNNI GAU15
0 36'4U'A.F.F.
T.O. EXISTING COPING
'-10' A.F.F.
6.0 CAh*PY
'@ 10•.VkF F
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COLON LEGEND
SYMBOL DESCRIPTION
MFtB I EXISTING BRICK - OLD VIRGINIA - POPLAR FOREST - POP
I LAS STONE VENEER - STONECRAFT - LEDGESTONE - CHARDONNAY
EIFS1 EIFS TO MATCH EXISTING - SHERWIN WILLIAMS - BALANCED BEIGE SW7037
�EIF 2 EIFS TO MATCH EXISTING - .SHERWIN WILLIAMS - COBBLE BROWN SW082
MTL 1 STANDING SEAM FETAL CANOPY - COLOR: INTERSTATE BLUE
MTL-C METAL COPING -COLOR: EXISTING TO NWTCH SHFRUbOO[) GREEN
SF STOREFRONT DOR:MA BC -PARTING DOOR MTEM -COLOR: DARK BRONZE
LF NEW LIGHIT FIXTURE TO MATCH EXISTING PREVIOUSLY APPROVED FIXTURE
NOTE:
1. FOR ALL NEW GLAZING, M, IB1=E LIGHT TRANSMITTANCE ('IL} SHALL NOT DROP BELOW 01A.
VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 31Y%.
2. VIISIEILITY Of ALL MECHANICAL EOU'IPMENT FROM THE ENTRANCE RRI R SHALL SE.
ELIMINATED.
3, EACH OUTDOOR LUMINA,IRE EQUIPPED WITH A LAMP THAT EMIT $ 00 OR ICE INITIAL
LLFdvENS SHALL BE A FULL CUTOFF LIMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO
REFLECT LIGHT AWAY FRaOM ADJOIN ING RESIDENTIAL DISTRICT'SAND AWAY FROM
ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS
AND PROPERTY IN RE IDENTIAL OR RURAL AREM ZON IN DISTRICTS SHALL N07 EXCEED
ONE HALF FOOTCANCLE.
4 ALL SIGNAGE I$ FOR ILLI TRATIVE PLIRP E S. ALL $GNAGE I aY SEPARATE APPLICATION
& PERMIT.
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PRELIMINARY
ELEVATIONS
DATE 8/06/19
JOB NO. 1 085
A300
SHEET NO.
NOTE: DIMENSIONS ARE
TO OUTSIDE FACE OF
METAL STUDS, TYP. FOR
THIS DETAIL.
5/8" F.R. EXTERIOR
PLYWOOD ,TYP.
38'-72"
30" X 30" METAL ACCESS
PANEL. COLOR TO AT EACH END OF SIGNBOARD
MATCH STANDING SEAM ENCLOSURE, TYP. OF (2). PAINT TO
METAL PANELS MATCH METAL PANEL COLOR
19'-32"
9'-8"
6" 18 GA. STUDS @ 16" O.C.
6" 18 GA. STUDS @ 16" O.C. CONT. BOTTOM TRACK TO BE
EXISTING METAL DECK, EPDM ATTACHED USING (2) #10 TECK
EXISTING PRECAST CONCRETE WALL AND INSULATION TO REMAIN SCREWS W/ NEOPRENE WASHERS @
12" O.C. INTO EXISTING DECK FLUTES
d
12" 18 GA. STUDS @ 16" O.C. 12" 18 GA. STUDS @ 16" O.C.
/7
CONT. BOTTOM TRACK TO BE
ATTACHED USING (2) #10 TECK NEW EIFS, SEE SHEET A3.0 FOR
SCREWS W/ NEOPRENE WASHERS @ ADDITIONAL INFORMATION
12" O.C. INTO EXISTING DECK FLUTES 13-8" 5/8" F.R. EXTERIOR PLYWOOD, TYP.
ENLARGED SIGNBOARD PLAN
SCALE: 1/4" = 1'-0"
STANDING SEAM METAL PANELS
5/8" EXTERIOR RATED FRT PLYWOOD
SHEATHING
6" 18 GA. METAL STUDS @ 16" O.C.
FLASHING @ ALL OPENINGS, TYP.
60 MIL EPDM FLASHING AND LAP
SEAL, TYP. @ EA. OPENING
EXISTING METAL DECK
3/4" TURN
SEALANT
CLIP AND
PER MANI
RECOMMI
6" BATT INSULATION
6" 18 GA. CONT. METAL TRACK W/ (2)
0.157 DIA. HILTI XU P.A.F. @ 12" O.C. OR
APPROVED EQUAL, SEE STRUCTURAL
CONT. CHANNEL, SEE
STRUCTURAL
1/8 2-12 CHANNEL
1/8 2-12 TO DECK
CONTRACTOR TO REMOVE
EXISTING ROOFING & ROOF
DECK, AS REQUIRED, TO
ALLOW FOR THE INSTALLATION
OF METAL CHANNEL
PATCH/REPAIR ROOFING
WEB STIFFENER, SEE —J MEMBRANE AND
STRUCTURAL DRAWINGS L EXISTING ROOF JOIST INSULATION TO MATCH
EXISTING, TYP. @ EA. NEW
OPENING
CHANNEL CONNECTION DETAIL
SCALE: 3/4" = 1'-0"
STANDING SEAM METAL
PANELS
FULLY ADHERED 60 MIL
EPDM MEMBRANE TO
MATCH EXISTING
FASTEN PER
MANUFACTURER'S
RECOMMENDATIONS
DOUBLE 6" STEEL -
STUDS, SEE DETAIL
7/A3.2
14 GA. BENT CLIP WITH -
(2) # 10 TEK SCREWS AT
EA. LEG AT EA. RAFTER
TYP. (STAGGER CLIPS AT
RIDGE CONDITION
3-5/8" X 18 GA. METAL -
STUDS @ 16" O.C.
4" 1 4"
EIFS CORNICE DETAIL
SCALE: 1-1/2" = 1'-0"
GABLE VENT DETAIL
SCALE: 3" = V-0"
co
6" 18 GA. END TRACK
LASHING PER MANUFACTURER'S
RECOMMENDATIONS
5/8" F.R. EXTERIOR RATED
PLYWOOD, TYP.
SEALANT PER MANUFACTURER'S
RECOMMENDATIONS
F.R. EXTERIOR RATED BLOCKING
(4) #10 TEK SCREWS @ EACH
N OVERLAP, TYP.
DRIP EDGE
SEALANT W/ BOND BREAKER, TYP.
I-ASF11NU F'LIN
:ER'S SPECIFICATIONS
'-RIVET
JDING SEAM METAL PANEL
Y ADHERED 60 MIL EPDM
BRANE TO MATCH EXISTING
_.R. EXTERIOR
VOOD SHEATHING.
EXISTING METAL COPING ON
EXISTING PRECAST CONCRETE
WALL, PAINT COPING AS NOTED
15'-0" ON SHEET A3.0
STANDING SEAM METAL
PANELS, MTL-3, PER COLOR
LEGEND ON SHEET A3.0
CONT. TRACK LEDGER W/ (3) #10
TEK SCERWS INTO EA. STUD AND
14 GA. CLIP ANGLE WITH (3) #10
TEK SCREWS AT EA. LEG. TYP
FULLY ADHERED 60 MIL EPDM -
MEMBRANE TO MATCH EXISTING
OVER 5/8" F.R. EXTERIOR
PLYWOOD. LAP SEAL WHERE
NEW ROOFING MEETS EXISTING.
METAL STUDS, SEE DETAILS —
1 &3/A3.2
�.11.9�.1�_P►�I
4
WEB STIFFENER, SEE- EXISTING JOISTS &--N
STRUCTURAL ROOF DECK
HSS HEADER, SEE
STRUCTURAL DRAWINGS
12" 18 GA. STEEL STUDS @ 16" O.C. -
W/ HORIZONTAL BRAZING AT 60" O.C.
12" BATT INSULATION
EXISTING CONCRETE WALL
EXISTING FURRED GYP. BD.
AND STUD WALL
HSS POSTS AT EACH SIDE
OF NEW OPENING, SEE
STRUCTURAL DRAWINGS
FOR ADDITIONAL
INFORMATION
LINE OF METAL ROOF BEYOND
I T.O. SIGNBOARD
EL.: VARIES SEE SHEET A3.0
-- I �slm.
II
_- II I�-
— — I
- - - T.O. EXISTING PARAPET
\ / EL.: ±28'-6" A.F.F.
DEMOLISH EXISTING
COPING AND ASSOCIATED
BLOCKING BELOW
+
DEMOLISH EXISTING EIFS
F, CORNICE
FULLY ADHERED 60 MIL EPDM
MEMBRANE TO MATCH
EXISTING. LAP SEAL WHERE
NEW ROOFING MEETS EXISTING.
±V-2 1/2"
2" THICK EIFS OVER 5/8"
F.R. EXTERIOR PLYWOOD
SHEATHING, TYP. UNO.
14 GA. BENT CLIP AT 48" O.C.
VERT. W/ (4) # 10 TEK
SCREWS INTO STUD AT (3)
3/6" X 1-1/2" SIMPSON TITEN
MINI SCREWS INTO
CONCRETE
EXTEND WEATHER RESISTANT BARRIER
6" MIN. ABOVE CLADDING TRANSITION
DRIVIT MESH WRAP, VENT ASSEMBLY
AND/OR METAL SCREED BY EIFS
MANUFACTURER
METAL FLASHING AND SEALANT
T.O. CONCRETE SILL
EL.: ±8'-4" A.F.F. Y
CONCRETE SILL, SEE SHEET A3.0
SUPPORT ANGLE PER
MANUFACTURER'S SPECIFICATIONS
ADHERED STONE VENEER OVER
MORTAR AND (2) LAYERS WEATHER
RESISTANT BARRIER ON 5/8" F.R.
PLYWOOD EXTERIOR SHEATHING
3-5/8" 18 GA. STEEL STUDS @ 16" O.C.
3-1/2" BATT INSULATION
A3.1
I
iMg
TAHII III; III11 �i liiiiI
1
EXISTING FOOTING _ 0
PARAPET EXPANSION WALL SECTION
SCALE: 1/2" = V-0"
STANDING SEAM METAL PANELS, MTL-3,
PER COLOR LEGEND ON SHEET A3.0
FULLY ADHERED60 MIL EPDM
MEMBRANE. COLOR TO MATCH
EXISTING OVER 5/8" F.R. EXTERIOR
PLYWOOD SHEATHING.
DOUBLE 6" 18 GA. STEEL STUD RIDGE
BEAM
STANDING SEAM METAL PANELS, —
MTL-3, PER COLOR LEGEND ON
SHEET A3.0
6" 18 GA. METAL STUD RAFTERS
@ 16" O.C.
6" 18 GA. STEEL STUDS @ 16" O.C.—
FULLY ADHERED 60 MIL EPDM
MEMBRANE TO MATCH EXISTING
OVER 5/8" F.R. EXTERIOR PLYWOOD
SHEATHING. LAP SEAL WHERE NEW
ROOFING MEETS EXISTING.
30" X 30" METAL ACCESS PANEL.
COLOR TO MATCH STANDING SEAM
METAL PANELS
CONT. TRACK LEDGER W/ (3) #10
TEK SCERWS INTO EA. STUD AND
14 GA. CLIP ANGLE WITH (3) #10
TEK SCREWS AT EA. LEG, TYP
METAL STUDS BEYOND, SEE
DETAIL 3/A3.2
LOUVER VENT (WITH BUG
SCREEN) AT EACH END OF
SIGNBOARD ENCLOSURE. PAINT
TO MATCH METAL PANELS
LAP SEALANT
±7'-2" 5
A3.2
I T.O. SIGNBOARD
I EL.: ±36-0" A.F.F.
- - - - - - - - - - -
I
-- III
i
3
i ______ A3.2
__________ I�
I I II
6" x 18 GA. METAL STUD RAFTERS
-- ------ @16"O.C.
DEMOLISH EXISTING
COPING AND ASSOCIATED
BLOCKING BELOW
CONT, END TRACK W/ (2) 3/16" DIA.
SIMPSON TITEN MINI SCREWS @
12" O.C. W/ MIN. 1-3/4" EMBED INTO
- - - - - - - - - - - EXISTING CONCRETE
- - - - - - - - - - - T.O. EXISTING PARAPET
EL.: ±28'-6" A.F.F.
- - - - - - - - -
DEMOLISH EXISTING EIFS
CORNICE
LINE OF METAL ROOF
BEYOND
� I I
I I I
EXTERIOR SIGNAGE CABINET BY SIGNAGE
4 VENDOR, (UNDER SEPARATE PERMIT)
2" THICK EIFS OVER 5/8" F.R. EXTERIOR
PLYWOOD SHEATHING, TYP. UNO.
WEB STIFFENER, SEE -
STRUCTURAL EXISTING JOISTS &
NOTE: EXPOSED FRAMING TO
BE PRIMED AND PAINTED SW
GRAY OXIDE. NO LIGHT GAUGE
FRAMING PERMITTED.
NOTE: PATCH/REPAIR
DISTURBED ROOFING WITH
DECKING AND ROOFING
SYSTEM TO MATCH EXISTING.
G.C. TO CONTRACT WITH
LANDLORD'S ROOFING
CONTRACTOR FOR ALL
ROOFING WORK TO MAINTAIN
ALL ROOFING WARRANTIES.
NOTE: EIFS TO BE INSTALLED
PER MANUFACTURER'S
STANDARD DETAILS, TYP. SEE
TYP. EIFS DETAIL B/A3.1
ROOFDECK
HSS HEADER, SEE _
STRUCTURAL DRAWINGS
10" 20 GA. STEEL STUDS @ 16" O.C.
10" BATT INSULATION
2 x WOOD BLOCKING
10" X 8" 18 GA. BOX BEAM HEADER W/ (2)
14 GA. CLIP ANGLES TOP AND BOTTOM
ATTACHED TO EA. END W (4) #10 TEK
SCREWS INTO BOX BEAM AND (3) 3/16" DIA.
SIMPSON TITEN MINI SCREWS W/ 1-3/4"
EMBED. INTO CONCRETE.
CONT. 2 x BLOCKING WRAPPED IN BRAKE
METAL TO MATCH STOREFRONT FINISH
BACKER ROD & SEALANT, TYP.
SHIM / BLOCKING AS REQUIRED
HSS POSTS AT EACH SIDE OF NEW
OPENING, SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION
4'-0"
TRANSOM
EXISTING CONCRETE WALL
BACKER ROD AND SEALANT
"V" DRIP EDGE
B.O. SIGNBOARD
EL.: 18 4' A.F.F.
1-1/2" THICK EIFS, THIS AREA ONLY, OVER
5/8" F.R. EXTERIOR PLYWOOD SHEATHING
2-3/4" THICK EIFS OVER 5/8" F.R. EXTERIOR
PLYWOOD SHEATHING, TYP. LINO.
ALUMINUM FLASHING AND
COUNTERFLASHING
PROVIDE BOLT -THROUGH CONNECTION
AT AWNING SUPPORTS, SEE DETAIL
B/A3.2 FOR ADDITIONAL INFORMATION.
STANDING SEAM ALUMINUM
ROOFING, (BY PAC -CLAD),
SEE SHEET A3.0 FOR COLOR
ALUM. FLASHING AND
COUNTERFLASHING TO
MATCH ROOFING PANELS
\—T.0_STOREFRONT s�
EL.: 10'-0" A.F.F.
1" ALUMINUM FRAMING SUPPORTS
@ 36" O.C. MAX. COLOR: TO MATCH
ROOFING PANELS
CANOPY OPEN TO BELOW & ON SIDES
LINE OF PIER BEYOND
BI-PARTING DORMA DOOR. SEE
SHEETS A5.0 & A5.1
FLOOR REPAIR, SEE FROST SLAB. SEE DETAIL 10/A4.1
DETAIL 9/A4.1
EXISTING
CONCRETE SLAB
L
I
EXISTING FOOTING
PARAPET EXPANSION WALL SECTION
SCALE: 1/2" = V-0"
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EXTERIOR
ELEVATION
SECTIONS
DATE 8/06/19
JOB NO. 19085
A302
SHEET
5/1 119 �P�I H
ROBERT
STANDING SEAM METAL ROOF J.
ACCIARRI v
REMOVE EXISTING EIFS AS
2 REQUIRED AND PROVIDE NEW - N 012500
A3.3 HOLD EIFS 2" OFF OF NEW
STANDING SEAM ROOFING
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PLYWOOD SHEATHING, TYP. cB _j o
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CHANNEL CONNECTION DETAIL
A3.3 SCALE: 3/4" = 1'-0"
CL
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PROVIDE CONTINUOUS L
N STANDING SEAM ROOFING z
BEAD OF SEALANT WHERE Q
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EXISTING COPING AT EACH OVERLAP w `� o `6
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+ + + + + + 4" X 18 GA. METAL
14 GA. BENT CLIP AT 16"(3 o 1� o
+ + + + + STUDS AND TRACKS LLJ U o
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SCREWS INTO STUD AT (3) 3/6" c
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518" FRT EXTERIOR GRADE
SCREWS INTO CONCRETE PLYWOOD SHEATHING, TYP. Q Q 0 m
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SCREWS @ 12" O.C. W/ FLASHING AND o o
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MIN. 1-3/4" EMBED INTO MANUFACTURERS
EXISTING CONCRETE — — — — — — — — — `o a
RECOMMENDATION
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REVISIONS
5/8" FRT EXTERIOR GRADE EXTEND (1) LAYER OF WEATHER
PLYWOOD SHEATHING BARRIER OVER FLASHING, MIN. OF 4"
Cn
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~ JOB NO. 19085
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1-Inch Insulating Glass Unit OGU) Comparisons with PPG Glass
Insulating G Lass Unit Performance Comparisons 1-inch (25mm) units with 1/2-inch (13mm) airspace and two 1/4-inch (6mm) tites
Glass Type Visible Light Reflectance2
Solar Heat Gain
Outdoor Lite: Indoor Lite: Coefficient
iy
Coatin11 g A if n+ NOR
(Surface) Gylass (Surfaceass Exterior % Interior % (SHGC)`
CLEAR Glass +Clear 15 15 0.70
STARPHIRE ®+STARPHIRE 15
15 0.82
SOLEXIA®+Clear 13
15 0.50
ATLANTICA®+Clear 11
14 0.41
AZURIA®+Clear 11
14 0.39
SOLARBLUE�+Clear 9
13 0.49
PACIFICA°+Clear 7
13 0.36
SOLARBRONZE®+Clear 8
13 0.51
OPTIGRAY®+Clear 10
13 0.52
SOLARGRAY®+Clear 7
13 0.46
GRAYLITE®I I +Clear 4
12 0.22
SUNGATE' 400 Low-E Glass
SUNGATE 400 (2) Clear+ Clear
14
14
0.60
SUNGATE 400 (2) STARPHIRE + STARPHIRE
14
14
0.68
CLEAR +SUNGATE 400 (3) Clear
14
14
0.63
SO LEXIA + SUNGATE 400 (3) Clear
11
13
0.44
ATLANTICA+ SUNGATE 400 (3) Clear
10
12
0.35
AZURIA+SUNGATE 400 (3) Clear
10
12
0.34
SOLARBLUE +SUNGATE 400 (3) Clear
8
12
0.42
PACIFICA+SUNGATE 400 (3) Clear
7
11
0.30
SOLARBRONZE+SUNGATE 400 (3) Clear
8
12
0.44
OPTIGRAY+SUNGATE 400 (3) Clear
9
12
0.46
SOLARGRAY+SUNGATE 400 (3) Clear
7
12
0.39
GRAYLITE II +SUNGATE 400 (3) Clear
4
11
0.15
SOLARBAN® 60 Solar Control Low-E Glass
SOLARBAN 60 (2) Clear+ Clear 11
12 0.39
SOLARBAN GO (2) STARPHIRE+STARPHIRE 11
12 0.41
SOLARBAN 60 (2) SOLEXIA+Clear 9
12 0.32
SOLARBAN 60 (2) ATLANTICA+ Clear 8
11 0.27
SOLARBAN 60 (2) AZURIA +Clear 8
11 0.28
SOLARBAN 60 (2) SOLARBLUE + Clear 7
11 0.28
SOLARBAN 60 (2) PACIFICA+ Clear 6
10 0.22
SOLARBAN 60 (2) SOLARBRONZE + Clear 7
11 0.28
SOLARBAN 60 (2) OPTIGRAY+ Clear 8
11 0.30
soLARBAN 60 (2) SOLARGRAY+ Clear 6
10 0.25
SOLEXIA + SOLARBAN 60 (3) Clear 10
10 0.37
ATLANTICA+ SOLARBAN 60 (3) Clear 9
10 0.31
AZURIA + SOLARBAN 60 (3) Clear 9
10 0.31
SOLARBLUE +SOLARBAN 60 (3) Clear 7
9 0.33
PACIFICA + SOLARBAN 60 (3) Clear 6
9 0.25
SOLARBRONZE+ SOLARBAN 60 (3) Clear 7
9 0.32
OPTIGRAY+SOLARBAN 60 (3) Clear 8
9 0.35
SOLARGRAY + SOLARBAN 60 (3) Clear 7
9 0.29
GRAYLITE II +SOLARBAN 60 (3) Clear 4
8 0.13
SOLARBAN® 67 Solar Control Low-E Glass
SOLARBAN 67 (2) Clear+ Clear 19
16 0.29
SOLARBAN 67 (2) STARPHIRE + STARPHIRE 20
16 0.30
SOLARBAN 67 (2) SOLEXIA+ Clear 16
16 0.25
SOLARBAN 67 (2) ATLANTICA+ Clear 13
16 0.22
SOLARBAN 67 (2) AZURIA+Clear 13
16 0.23
SOLARBAN 67 (2) OPTIBLUE+ Clear 12
15 0.25
SOLARBAN 67 (2) SOLARBLUE+Clear 10
15 0.22
Design Features
Housing: Four heavy gauge extruded aluminum
sections interlock to form the cylinder. Ballast
support brackets with 1/4" threaded studs are
internally welded to the housing.
Lens Assembly: Clear tempered glass lens are
secured in regressed cast aluminum frames with three
clips. Gasket is installed between the glass and the
frame and between frame and housing. Frame is
secured to the housing with three flush stainless steel
fasteners. Optional with open bottom "OB".
Optical System: Spun aluminum reflectors with
specular low iridescent finish produces a smooth
symmetrical distribution.
Mounting Bracket: Extruded aluminum arm is
internally welded to cast back plate.Arm is bolted to
housing with two 3/8" bolts. Steel zinc plated bracket
mounts to wall surface and is attached to the cast
plate with two stainless steel fasteners.
Ballast/Lamp Assembly: Module with (2)
ballast provided. HID are high power factor and
suitable for -20' F operation.CFL ballast are
electronic with universal voltage and operate (2) 26,
32 or 42 watt 4-pin lamps. HID sockets are
porcelain, medium base and pulse -rated for 150
watt and mogul base for 250 watt units. CFL
sockets are thermoplastic and optional with
emergency ballast "EMB".
Finish: Polyester powder coating on all metal parts.
Color to be specified.
Listing: Luminaire is ETL listed for wet locations.
Specification Guide
(2)26-42w/CFL = 2/ 1242P
120
100w/MH = 1210H
208
150w/MH = 1215H
240
YRW 2
250w/MH = 1225H
277
I00w/HPS = 12105
UV
150w/HPS = 12155
250w/HPS = 12255
30" In
12"
IF = Single Fuse
BZ = Bronze
2F = Double Fuse
BK = Black
PH = Button Cell
WH = White
OB = Open Bottom
SL = Silver
QR = Quartz Relay
CC = Custom
PG = Prismatic Glass
Color
EMB = Emerg. Ballast
Example: 100 Watt, Metal Halide, 120 Volts, Single Fuse, Bronze
YRW 2-12 I OH-120/ 1 F/BZ
Photometric Data
ITL Report #50212
• 175 Watt Metal Halide
• Rated Initial Lumens of 14,000
• Clear Glass Lens
TOTAL LUMINAIRE EFFICIENCY = 63.6%
CONE OF LIGHT DIAGRAM
g0° (diameter shown is where fc value is half the fc at nadir)
Mounting Height FC
Diameter
in feet
in feet
75°
6.0 163.1
4.0
60°
8.0 91.7
5.3
10.0 58.7
6.7
45°
12.0 40.8
8.0
14.0 30.0
9.4
0° 15' 30' 16.0 22.9
10.7
ITL Report #50210
• 42 Watt Flourescent Triple Tube
• Rated Initial Lumens of 3,200
• Clear Glass Lens
TOTAL LUMINAIRE EFFICIENCY = 42.0%
CONE OF LIGHT DIAGRAM
90' (diameter shown is where fc value is half the fc at nadir)
Mounting Height
FC
Diameter
75°
in feet
in feet
6.0
15.1
7.1
60°
8.0
8.5
9.4
10.0
5.4
11.8
45°
12.0
3.8
14.1
14.0
2.8
16.5
16.0
2.1
18.9
0` 15° 30
1350
2700
ITL Report #50213
• 175 Watt Metal Halide
• Rated Initial Lumens of 14,000
• Prismatic Glass Lens
TOTAL LUMINAIRE EFFICIENCY = 55.3%
CONE OF LIGHT DIAGRAM
90° (diameter shown is where fc value is half the fc at nadir)
Mounting Height FC
Diameter
75°
in feet
in feet
6.0 110.0
6.9
60°
8.0 61.9
9.2
10.0 39.6
11.5
45°
12.0 27.5
13.8
14.0 20.2
16.1
16.0 15.5
18.4
0° 15° 30
ITL Report #5021 1
• 42 Watt Flourescent Triple Tube
• Rated Initial Lumens of 3,200
• Prismatic Glass Lens
TOTAL LUMINAIRE EFFICIENCY = 38.2%
CONE OF LIGHT DIAGRAM
250
500
750
0° 15° 30°
(diameter shown is where fc value is half the fc at nadir)
Mounting Height FC
Diameter
in feet
in feet
6.0 18.6
6.5
8.0 10.5
8.7
10.0 6.7
10.8
12.0 4.7
13.0
14.0 3.4
15.2
16.0 2.6
17.3