site data summary table - rockwall plans/2012/sp2012-016.pdf · 2013-09-04 · ig-1 ig-1 ig-1 ig-1...
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Δ
ΔΔ
ΔΔ
Emer
genc
y
(Am
bulan
ce)
Emergency(Walk-In)
MOB Entry
InpatientVisitors
ServiceDrive
Emergency
Generator
Dumpster
Enclosure
EMER
US BU
ILDIN
G
1ST
FLO
OR
= 18
,793
SF (
HOSP
ITAL
)
2ND
FLO
OR
= 18
,986
SF
(MED
ICAL
OFF
ICE)
STATE REGISTRATION NUMBER: F-399
FLOOD STATEMENT
TREE PROTECTION NOTE
SITE DATA SUMMARY TABLE
NOTES
GRAPHIC SCALE
First Level - Finished Floor
0' - 0"
Second Level - Finished Floor
16' - 0"
Roof - Low Point
29' - 11"
Bottom of Tilt-Up
-0' - 5"
Top of Tilt-Wall - High
34' - 10"
123.4 34.6 45789 611 3.910 9.2 9.1 8.6
IG-1IG-2
IG-1
IG-1
IG-1
IG-1
11'-9"
Prefabricated aluminum canopy
1" Insulated glass
Translucent
skylight
IG-2
IG-2
IG-2
MBK
S2 S2S2
S1 S1
MTRPT6
58' - 6" to
building line
easement
AAL
PT6 PT6AAL
S2 S2S2 S2 S2 S2
MBKMBK
IG-1
IG-1 IG-1
IG-1 IG-1
IG-1
Equipment Screen
CS
IG-1
IG-1 IG-1
Pre-finished metal coping system
Rough cut natural stone
Brick
Cast stone
Smooth face natural stone
Pre-finished metal coping system
Standing seam metal roof
Standing seam metal roof
Metal canopy
IG-1
26
'-1
0"
EQEQ
26
'-1
0"
Aluminum plate wall
panel system
34
'-1
0"
5"
4'-
11
"1
3'-
11
"1
6'-
0"
5"
IG-1
IG-1IG-1
IG-1IG-1
Smooth face natural stone
S1
IG-1
IG-1IG-1
1'-8"
26
'-1
0"
1'-6"
Canopy in the distance
(not included in
calculation)
First Level - Finished Floor
0' - 0"
Second Level - Finished Floor
16' - 0"
Roof - Low Point
29' - 11"
Bottom of Tilt-Up
-0' - 5"
Top of Tilt-Wall - High
34' - 10"
A B C F G HEDB.1A.6AA
4'-
11
"1
3'-
11
"1
6'-
0"
5"
8'-
6"
20
'-9
"5
'-7
"
A.7
IG-1IG-2
IG-1IG-2
34
'-1
0"
5"
27'-0"
5'-0"1'-6"25'-6"53'-4 15/16"
7'-1"56'-11"
1'-4"15'-11" (5 equal spaces)
IG-2
IG-2
IG-2
IG-1
IG-2IG-2
IG-2
IG-2
IG-2 IG-2
IG-2
IG-2
IG-2 IG-2
S1 S1
MBK
MTR
AALPT6
AALAAL
S1
Equipment Screen
CS
5"
34
'-1
0"
Prefabricated
aluminum canopy
Brick
Rough cut natural stone
Aluminum plate wall
panel system
Aluminum-clad foam
panel fascia by walkway
cover manufacturer
1" insulated glass
107' - 0" to building line
easement
IG-1
IG-1
IG-1
IG-1
Canopy in the distance
(not included in
calculation)
First Level - Finished Floor
0' - 0"
Second Level - Finished Floor
16' - 0"
Roof - Low Point
29' - 11"
Bottom of Tilt-Up
-0' - 5"
Top of Tilt-Wall - High
34' - 10"
ABCFGH E D B.1 A.6 AA
4'-
11
"1
3'-
11
"1
6'-
0"
5"
1" Insulated glass
A.7
IG-1IG-1IG-1IG-1
IG-1
SG-1
34
'-1
0"
5"
4'-
11
"2
'-1
1"
6'-
6"
3'-
0"
1'-
6"
5'-
0"
3'-
0"
6'-
9 1
/8"
1'-
2 7
/8"
SG-1
SG-1
MBKS1 S1
IG-1 IG-1
MTR
?
107' - 0" to building line
easement
AAL
SG-1
Emergency
Generator Enclosure
Equipment Screen
S2 S2
CS
Rough cut natural stone
Smooth face natural
stone
Cast stone
AAL
Canopy in the
distance (not included
in calculation)
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
P&W Commission Number Sheet Number
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Drawing Name
Project
Issues / Revisions
Consultants
Print Date / Time:
Kevin A. TenBrook
9811
Interim Review Only
Not for regulatory approval, permit or construction.
By:
Tx. Reg. No.
Date:
10/30/2012 4:56:12 PM
Interstate Highway 30 and T.L. Townsend Drive
Rockwall, TX 75087
C:\
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ock
wa
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osp
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tra
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L_d
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A-200212-020R
Exterior Elevations
Emerus Emergency
Hospital - Rockwall
MEP Engineering
Telios Corportation12946 Dairy Ashford, Suite 130 Sugar Land,
Texas 77478
Structural Engineering
ASA Dally Structural Engineers9800 Richmond Ave., Suite 460 Houston,
Texas 77042
Landscape Architect
Studio 13 Design Group
519 Bennett Lane, Suite 203 Lewisville, TX
75057
10/30/2012
1/8" = 1'-0"South Elevation 1
1/8" = 1'-0"East Elevation 3
1/8" = 1'-0"West Elevation 4
Finish Material Schedule - EXTERIOR
Mark Description Manufacturer Pattern/Line Color Notes
Walls
MBK Masonry Brick Interstate Brick Ochre Buff 2
PT6 Metal & Aluminum cladding paint Valspar SR:0.51 E:0.85 SRI:58 Champagn Gold (Metallic) 439RZ1826M 2
S1 Rough Cut Natural Stone - - Texana Cream 2
S2 Smooth Face Natural Stone Arriscraft International Cream 2
Ceilings
MTR Standing Seam Metal Roof Kynar 500 Copper/Light Bronze 2
Misc/Trim
AAL Metal Accents/Fascias Clear Anodized Aluminum 1,2
CS Cast Stone Cream
Notes to Schedule:
1. This finish is to be used on all aluminum mullions
2. Match Architect's sample
Material Percentages
Brick (MBK) - 43%
Rough Cut Natural Stone (S1) - 45%
Smooth Face Natural Stone (S2) - 8%
Metal Accents/Fascias(AAL) - 1%
Cast Stone (CS) - 3%
*Glazing & Frames not included
*Canopy in the distance not included
Material Percentages
Brick (MBK) - 30%
Rough Cut Natural Stone (S1) - 55%
Smooth Face Natural Stone (S2) - 0%
Metal Accents/Fascias (AAL) - 12%
Cast Stones (CS) - 3%
*Glazing & Frames not included
*Canopy in the distance not included
Material Percentages
Brick (MBK) - 25%
Rough Cut Natural Stone (S1)- 68%
Smooth Face Natural Stone (S2) - 3%
Metal Accents/Fascias (AAL) - 1%
Cast Stone (CS) - 3%
*Glazing & Frames not included
*Canopy in the distance not included
Roofing
No. Date Description
1 10/12/2012 Issued for Building Permit & Construction
First Level - Finished Floor
0' - 0"
Second Level - Finished Floor
16' - 0"
Roof - Low Point
29' - 11"
Bottom of Tilt-Up
-0' - 5"
Top of Tilt-Wall - High
34' - 10"
1 2 3 4 5 7 8 96 113.9 109.29.18.6
Aluminum plate wall panel system
5"
16
'-0
"1
3'-
11
"4
'-1
1"
IG-1 IG-1 IG-1 IG-1 IG-1
SG-1
5"
34
'-1
0"
8'-0"8'-0"9'-9 3/4"
25'-3"
SG-1
IG-1
MBKS1MTR
PT6
S2 S2S2
MBK AAL
AAL
MTR Equipment Screen
S2 S2 S2 S2S2S2
S1 CS
9'-
1"
3'-
6"
6'-
0"
3'-
6"
6'-
0"
6'-
9"
IG-1
IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1
Rough cut natural stone
Standing seam metal roof
Metal canopy
Standing seam metal roof
IG-1IG-1IG-1
IG-1 IG-1IG-1 IG-1
SG-1
SG-1
SG-1
26
'-1
0"
EQEQ
26
'-1
0"
EQEQ
Canopy in the
distance (not
included in
calculation)
First Level - Finished Floor
0' - 0"
Second Level - Finished Floor
16' - 0"
Roof - Low Point
29' - 11"
Bottom of Tilt-Up
-0' - 5"
Top of Tilt-Wall - High
34' - 10"
12
4'-
11
"1
3'-
11
"1
6'-
0"
5"
3'-
1"
34
'-1
0"
5"
MBK
S1
MTR
S2
1" insulated glass
IG-1
IG-1
Rough cut natural stone
Cast stone
Emergency Generator Enclosure
139' - 0" to
building line
easement 13
'-0
"
First Level - Finished Floor
0' - 0"
Second Level - Finished Floor
16' - 0"
Roof - Low Point
29' - 11"
Bottom of Tilt-Up
-0' - 5"
Top of Tilt-Wall - High
34' - 10"
1
5"
16
'-0
"1
3'-
11
"4
'-1
1"
5"
34
'-1
0"
MBK
S1
MTR
139' - 0" to building line
easement
Pre-finished metal coping
IG-1
8'-
0"
S1
Rough cut natural stone on
all sides of dumpster
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
P&W Commission Number Sheet Number
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Drawing Name
Project
Issues / Revisions
Consultants
Print Date / Time:
Kevin A. TenBrook
9811
Interim Review Only
Not for regulatory approval, permit or construction.
By:
Tx. Reg. No.
Date:
10/30/2012 4:56:14 PM
Interstate Highway 30 and T.L. Townsend Drive
Rockwall, TX 75087
C:\
Use
rs\d
gri
ffin
\Do
cum
en
ts\2
12
-02
0R
Em
eru
s R
ock
wa
ll H
osp
ita
l (C
en
tra
l) F
INA
L_d
gri
ffin
.rv
t
A-201212-020R
Exterior Elevations
Emerus Emergency
Hospital - Rockwall
MEP Engineering
Telios Corportation12946 Dairy Ashford, Suite 130 Sugar Land,
Texas 77478
Structural Engineering
ASA Dally Structural Engineers9800 Richmond Ave., Suite 460 Houston,
Texas 77042
Landscape Architect
Studio 13 Design Group
519 Bennett Lane, Suite 203 Lewisville, TX
75057
10/30/2012
1/8" = 1'-0"North Elevation 1
1/8" = 1'-0"South Elevation - Mechanical 4
1/8" = 1'-0"North Elevation - Mechanical 2
Finish Material Schedule - EXTERIOR
Mark Description Manufacturer Pattern/Line Color Notes
Walls
MBK Masonry Brick Interstate Brick Ochre Buff 2
PT6 Metal & Aluminum cladding paint Valspar SR:0.51 E:0.85 SRI:58 Champagn Gold (Metallic) 439RZ1826M 2
S1 Rough Cut Natural Stone - - Texana Cream 2
S2 Smooth Face Natural Stone Arriscraft International Cream 2
Ceilings
MTR Standing Seam Metal Roof Kynar 500 Copper/Light Bronze 2
Misc/Trim
AAL Metal Accents/Fascias Clear Anodized Aluminum 1,2
CS Cast Stone Cream
Material Percentages
Brick (MBK) - 45%
Rough Cut Natural Stone (S1) - 42%
Smooth Face Natural Stone (S2) - 9%
Metal Accents/Fascias (AAL) - 2%
Cast Stones (CS) - 2%
*Glazing & Frames not included
*Canopy in the distance not included
Roofing
Notes to Schedule:
1. This finish is to be used on all aluminum mullions
2. Match Architect's sample
1/8" = 1'-0"Dumpster Enclosure - Elevation 12
No. Date Description
1 10/12/2012 Issued for Building Permit & Construction
Exterior Rendering Copper Option
Exterior Rendering Champagne Gold Option
Universal "wheelchair" symbol
on painted aluminum w/ non
glare finish.
1/2" stainless steel bolts
2" x 12" steel tube
Finish grade
1' x 6" x 2'-3" deep
concrete footing
Note: Provide at each accessible handicapped parking space
1'-
6"
1'-0"
RESERVED
PARKING
3"
1'-
0"
-
2
'-0
"
5
'-0
"
2'-0" dia.
4'-
0"
2'-
6"
FAA Type L-806 wind cone
with internal LED illumination,
supplied and installed by G.C.
3/4" Chamfer
Anchor bolts
Painted concrete footing
Finish grade
Electrical conduit
through center
of footing
#3 Stirrups @ 12" o.c.
4" vertical bars
equally spaced
7'-
6"
to t
op
of
ob
stru
ctio
n lig
ht
CL
8"
6"
Two #4's x 12" long
dowels into paving
Two #4's
Concrete wheel stop
Paving surface
Finish Grade
Varies
InteriorExterior
A-50010
1'-0"
7 5/8" cmu wall
Prefinished metal coping
4"
Adjustable ties every
16"
Rough cut natural stone
12
co
urs
es
at
8'-
0"
6"
6"
2'-
6"
3'-
0"
Concrete cap
Scheduled 40 steel
pipe.
Grind pipe edge smooth
Concrete fill
Paint OSHA safety yellow
#5 Vertical rebar at 12"
o.c.
Concrete footing
1'-0" 1'-0"
#4 Horizontal rebar at
10" o.c.
Studs, 4 1/2" x 4" at
12" o.c.
Concrete where
specified, see Civil
drawings
6" 4" 4' - 6 1/2" 4' - 6 1/2" 4" 6" 4" 4' - 6 1/2" 4' - 6 1/2" 4" 6"
EQ EQ EQ EQ
1' - 5 1/2" 21' - 4" to the face of CMU 1' - 5 1/2"
24' - 3"
Metal louvered gate,
painted
Provide hasp with lock
Gate hinge system
welded to tubes
Provide one cane bolt
per leaf and receiver
sleeve at closed and
fully open positions
Prefinished metal coping
Finish Grade
Varies
6" concrete curb,
see Civil drawings
A-50521
Prefinished metal coping
Finish Grade
Varies
Rough cut natural
stone
See plan
16
A-504
8'-
0"
Gate hinge system
welded to tubes
6" galvanized steel
square tube, grout
filled, painted with
solid cap
Sealant and
compressible joint
filler
Concrete foundation
by gate supplier
1'-2"
Finish Grade
Varies
See Plan 6" 2"
8'-
0"
3'-
0"
Prefinished metal coping
2" 6" 9'-9" 6" 9'-9" 6" 2"
Inside face of CMU = 22'-0"
Insi
de
fa
ce o
f C
MU
= 1
0'-
8"
16
A-505
16
A-505
9
A-505
19
A-505
1'-6 1/2" 1'-6 1/2"
1'-
0"
Opening
9'-7"
Sign
9'-5"
12'-8"
8'-
0"
4"
Op
en
ing
4'-
8"
8 3
/8"
3 5
/8"
1'-
0"
Sig
n
4'-
6"
Cap stone
1 1/2" drystack
limestone veneer on
mortar bed on 7-5/8"
CMU block
3-5/8" cast stone sill
Internally illuminated
sign by others
Graded earth; see
landscape/civil
1 1/2" drystack
limestone veneer on
mortar bed on 7-5/8"
CMU block
23
A-505
4'-
6"
Sig
n H
eig
ht
3/4"
1 1/2"
7 5/8"
1 1/2"
3/4"
Cap stone
Masonry bond beam
with steel
reinforcing, see
Structural drawings
Internally
illuminated sign by
others
Concrete footing,
see Structural
drawings
Stone accent band
1 1/2" drystack
limestone veneer on
1/4" mortar bed
1'-
0"
(7)
8"
CM
U
4'-
8"
Op
en
ing
2'-
0"
1'-
0"
3 5
/8"
10 5/8"
CMU block with steel
reinforcing, see Structural
drawings
4"
3"
1'-0"
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
IN
A.T EN
B
ROO
K
ED A
TE
S
REGIS
TE
TEOF T
S
EX
A
R
CT
RCH
I
T
A 9 8 1 1
KE
V
P&W Commission Number Sheet Number
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Drawing Name
Project
Issues / Revisions
Consultants
Print Date / Time: 10/12/2012 11:52:50 AM
Interstate Highway 30 and T.L. Townsend Drive
Rockwall, TX 75087
C:\
Use
rs\d
gri
ffin
\Do
cum
en
ts\2
12
-02
0R
Em
eru
s R
ock
wa
ll H
osp
ita
l (C
en
tra
l) F
INA
L_d
gri
ffin
.rvt
A-505212-020R
Site Details
Emerus Emergency
Hospital - Rockwall
MEP Engineering
Telios Corportation12946 Dairy Ashford, Suite 130 Sugar Land,
Texas 77478
Structural Engineering
ASA Dally Structural Engineers9800 Richmond Ave., Suite 460 Houston,
Texas 77042
Landscape Architect
Studio 13 Design Group
519 Bennett Lane, Suite 203 Lewisville, TX
75057
10/12/2012
1 1/2" = 1'-0"ADA Parking Sign 3
1" = 1'-0"Wind Sock Detail 11
3" = 1'-0"Wheel Stop Detail 4
3/4" = 1'-0"Dumpster Enclosure Wall Section 16
3/4" = 1'-0"Pipe Bollard 13
3/8" = 1'-0"Dumpster - North Elevation 9 3/8" = 1'-0"Dumpster - East Elevation 19
3/4" = 1'-0"Dumpster Detail 21
1/4" = 1'-0"Enlarged Site Plan - Dumpster 8
No. Date Description
1 10/12/2012 Issued for Building Permit & Construction
3/8" = 1'-0"Monument Sign - Elevation 18 1 1/2" = 1'-0"Monument Sign - Section 23
11275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com
SHEET
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PWP003
City
of R
ockw
all,
Roc
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nty,
Tex
as
Emer
us E
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ospi
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11275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com
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11275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com
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ockw
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as
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E
Emergency(Walk-In)
MOB Entry
InpatientVisitors
Emergency
Generator
Serv
iceDriv
e
Dumpster
Enclosure
Emer
gency
(Ambu
lance
)
SHEET
IR1 of 3
Irrig
atio
n Pl
an
PROJECT
PWP00311275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com
LAN
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City
of R
ockw
all,
Roc
kwal
l Cou
nty,
Tex
as
Emer
us E
mer
genc
y H
ospi
tal
11275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com
SHEET
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Tex
as
Emer
us E
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genc
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ospi
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SHEET
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etai
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PROJECT
PWP00311275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com
NOT TO SCALE
BACKFLOW PREVENTER CONNECTION
NOT TO SCALE
WALL MOUNTED CONTROLLER
NOT TO SCALE
IRRIGATION TRENCH
NOT TO SCALE
ROTARY SPRAY HEAD
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Roc
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Tex
as
Emer
us E
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y H
ospi
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Designer
Date
Scale
Drawing No.
S Ying
Oct 8, 2012
1" = 30'
EEH-ROCKWALL-1
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0.2
0.2
0.2
0.4
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.4
0.4
0.6
0.7
0.8
0.9
0.9
0.5
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.5
0.9
1.7
3.6
2.9
2.6
1.2
0.4
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.6
1.8
7.9
10.6
9.8
4.6
1.6
0.5
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
4.0
2.1
1.1
0.9
0.6
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.5
0.6
1.1
7.3
2.8
1.0
0.5
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.3
0.7
1.4
3.0
6.0
1.4
0.6
0.5
0.5
0.4
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.4
1.1
4.4
3.4
4.3
1.9
1.4
1.0
0.6
0.4
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.4
1.2
2.6
1.7
1.7
2.0
7.3
2.5
0.9
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
2.0
2.1
1.6
0.8
1.7
6.7
1.1
0.6
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.6
0.9
2.0
2.5
1.8
1.3
1.0
1.6
2.3
0.6
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.5
1.2
3.8
2.8
2.0
1.4
1.5
2.0
0.6
0.6
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.5
2.0
2.3
1.2
1.7
1.2
0.8
0.6
0.4
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
2.9
9.4
12.4
6.3
4.4
1.5
1.8
1.0
0.9
0.7
0.5
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
1.6
5.4
7.7
5.1
6.3
5.8
1.5
5.8
3.1
1.5
0.8
0.5
0.3
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.6
1.2
2.7
4.9
4.5
4.5
4.2
3.0
0.3
2.0
3.5
6.6
6.3
2.7
0.9
0.6
0.4
0.4
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.5
1.0
1.9
5.7
4.0
3.3
2.7
2.2
3.2
5.1
6.2
6.3
1.2
0.7
0.6
0.5
0.5
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.5
0.9
1.8
7.1
4.0
2.9
2.2
1.8
1.4
4.3
4.4
1.9
1.1
1.0
0.8
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.7
6.5
1.7
1.5
1.0
2.6
4.8
6.7
2.7
1.3
0.7
0.5
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.6
1.1
2.3
1.9
1.7
1.3
1.8
2.5
2.9
3.4
4.5
7.8
1.8
0.8
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.4
0.6
0.9
2.1
2.6
2.1
1.4
2.0
2.8
3.9
6.4
2.4
0.9
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.9
2.0
3.8
2.4
1.7
2.0
3.2
2.1
0.9
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.7
1.7
5.3
3.7
2.3
1.7
1.2
2.8
1.2
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.6
1.6
2.2
1.8
1.1
1.5
2.6
4.2
1.4
0.7
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
1.1
4.6
2.6
1.6
1.0
1.5
2.5
4.7
6.6
1.8
1.0
0.6
0.4
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.5
0.8
1.7
3.2
2.5
1.2
1.6
2.8
1.7
1.0
0.6
0.4
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.9
1.2
1.4
2.0
2.5
3.0
6.1
0.3
1.5
1.9
2.3
1.4
0.9
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.6
0.8
1.1
1.5
2.0
3.0
3.6
7.1
5.1
0.5
0.5
0.5
1.4
1.9
2.5
3.2
1.3
0.9
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.4
0.5
0.7
1.1
1.6
2.4
4.1
5.0
3.3
1.0
1.2
1.1
0.9
0.7
0.8
2.4
3.3
2.1
1.4
1.0
0.7
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.5
0.7
1.1
1.9
3.2
5.2
6.6
3.1
1.2
1.2
1.0
2.1
2.4
2.2
1.5
1.1
0.8
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
0.7
1.2
1.9
3.3
5.2
1.5
1.8
2.3
3.4
3.9
3.7
6.3
3.1
2.2
1.6
1.1
0.8
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
1.2
1.8
3.0
4.3
2.5
3.7
5.4
5.8
5.2
5.3
3.8
2.9
2.3
1.7
1.2
0.9
0.6
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.4
0.5
1.0
1.9
3.1
2.3
2.9
4.4
6.1
7.1
3.6
2.8
2.1
1.4
0.9
0.7
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
1.0
2.5
4.8
2.7
1.5
1.0
0.7
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
1.1
5.7
9.6
7.8
5.5
3.6
1.9
1.2
0.7
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.6
1.7
8.6
13.1
10.6
5.8
2.1
1.3
0.8
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.6
1.5
7.1
11.6
10.4
5.7
3.3
1.9
1.2
0.8
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.8
5.1
5.2
3.7
2.3
1.6
1.1
0.7
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.5
1.3
1.6
1.8
1.6
1.9
1.4
0.9
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.7
0.9
1.0
1.6
2.6
1.8
1.2
0.8
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.4
0.5
0.7
1.1
3.6
4.5
2.8
1.8
1.1
0.7
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.7
1.5
2.8
4.6
5.9
4.4
2.5
1.5
0.9
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
0.7
0.8
0.9
1.2
3.2
4.1
4.1
3.0
1.7
1.1
0.7
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.4
0.4
0.5
0.9
4.0
8.7
1.9
1.7
2.0
2.3
2.3
1.8
1.1
0.8
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.5
1.0
2.1
2.3
1.3
1.0
1.2
1.8
3.7
4.6
2.9
1.5
1.2
1.2
1.3
1.4
1.4
1.1
0.8
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.4
0.5
0.8
0.7
0.5
0.5
0.5
0.6
0.9
1.3
1.2
0.9
0.8
0.8
0.9
0.9
0.9
0.7
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.4
0.4
0.3
0.3
0.3
0.4
0.5
0.6
0.7
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
2.6
1.9
2.0
10.6
8.4
5.3
7.3
10.9
10.4
7.4
10.3
13.5
13.2
7.9
3.1
3.6
9.1
10.4
8.0
6.5
7.8
9.3
9.1
7.4
6.0
7.6
4.0
4.1
6.1
6.0
4.8
4.4
4.5
5.0
5.3
7.7
12.3
12.5
7.9
10.1
10.2
7.2
5.1
3.8
3.2
2.8
2.7
2.8
6.3
10.2
12.8
8.6
2.9
7.8
13.0
11.8
7.4
4.6
3.4
1.5
2.8
4.2
6.4
8.2
6.3
5.4
7.7
6.3
10.7
8.7
5.7
3.9
2.8
2.6
3.7
4.7
5.4
8.2
12.6
11.8
2.7
4.5
6.6
5.8
4.4
3.4
3.0
4.2
6.5
10.1
11.7
6.7
1.9
7.8
7.4
5.9
5.2
4.8
4.4
3.7
2.7
4.0
5.8
6.6
4.2
1.8
1.1
9.0
13.0
11.1
6.8
5.3
4.9
5.5
5.2
3.8
2.4
3.2
3.7
3.0
2.2
1.7
1.5
9.4
6.1
5.0
5.4
6.4
2.1
2.4
2.7
3.0
2.9
2.6
2.3
6.7
5.2
4.7
2.1
3.1
4.4
4.9
4.3
4.1
5.0
4.6
5.9
6.0
5.5
6.7
10.1
12.7
9.3
4.8
9.2
8.5
6.6
9.4
13.2
11.6
4.4
7.4
13.2
11.7
4.7
6.4
8.5
8.4
3.9
2.2
11.9
12.4
7.2
4.2
2.9
2.2
3.0
3.8
4.9
4.0
4.4
6.6
6.4
7.7
5.7
4.0
3.1
2.4
2.0
7.0
12.0
12.1
3.0
3.8
3.9
3.6
3.0
2.7
2.6
10.7
13.1
8.5
3.8
5.5
5.2
4.2
3.9
4.3
4.5
4.9
7.3
8.8
5.7
9.5
8.6
6.4
5.5
6.3
6.5
5.4
4.0
5.4
5.9
4.1
2.1
6.9
12.9
12.6
8.7
6.5
6.5
7.0
6.0
4.1
2.8
5.8
5.8
4.3
2.5
10.0
12.0
8.4
5.5
5.1
5.6
5.0
4.0
3.3
2.9
6.8
4.7
2.9
5.0
3.8
3.8
3.9
4.1
4.1
3.8
4.1
4.4
4.2
2.6
4.5
6.2
6.6
4.5
3.4
3.7
4.2
5.2
6.4
2.7
3.8
4.9
4.8
3.6
3.9
4.5
5.7
7.2
3.9
4.2
3.8
3.0
2.0
5.2
4.9
5.1
5.9
6.2
4.8
1.9
4.1
5.1
4.9
3.8
2.8
6.5
5.1
4.6
4.4
4.5
4.3
3.7
2.6
1.6
2.5
2.9
3.8
5.3
6.9
6.2
4.4
3.0
6.7
5.8
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
13.7
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.10.1
0.10.1
0.1
0.10.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.00.00.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0
0.0
0.0
0.0
0.00.0 0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.20.2
0.20.2
0.20.2
0.20.2
0.20.2
0.20.2
0.20.2
0.20.2
0.20.2
0.20.2
0.20.2
0.20.2
0.20.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
PF
PF
PF
PF
PF
PF
PF
PF
PF
PF
PF
PF
PF
PF
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
Plan ViewScale 1" = 30'
LUMINAIRE SCHEDULE
Symbol Label Qty File Lumens LLF WattsCatalog Number Description Lamp
PF 14 P400MH00FSX--HSS.ies
40000 0.72 454
PW 12 P400MH00WSX.ies
40000 0.72 454
HolophaneP400PM48FSX-HSSBK
Single Pechina, ForwardThrow Distribution withHouse Side Shield, Sagglass lens, 480V
(1) Venture 40124; ClearHorizontal 400W PulseStart MH; MS400W/H75/ED28/PS/740
HolophaneP400PM48WSX
Single Pechina, WideDistribution, Sag glasslens, 480V
(2) Venture 40124; ClearHorizontal 400W PulseStart MH; MS400W/H75/ED28/PS/740
STATISTICS
Description Symbol Avg Max Min Max/Min Avg/Min CV
Entire Site 1.3 fc 13.7 fc 0.0 fc N / A N / A 1.8
5.1 fc 13.7 fc 1.1 fc 12.5:1 4.6:1 0.5
0.1 fc 0.2 fc 0.0 fc N / A N / A 0.7
Parking Area
Property Line
NOTES
1. Mounting Height = 25' Pole + 3' Base = 28'
2. Light Loss Factor = 0.80 LLD x 0.90 LDD x 1.0 BF = 0.72
3. No contribution from any lighting sources other than light fixtures indicated in Luminaire Schedule have been considered in this calculation.
4. No reflectances have been considered in this calculation.
5. Shadowing from buildings and canopies have been considered in this calculation.
6. Coefficient of Variance = Average Deviation / Average Illumination. CV=0.0 is perfectly uniform.
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