HomeMy WebLinkAboutPermit S13-034 - PROLOGIS - REFACE SIGNSPROLOGIS
(MIDLAND DISTRIBUTION CENTER)
350 MIDLAND DR
S13-034
1 PERMANENT FREESTANDING SIGN
City o kukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-431-2451
Web site: hU://www.TukwilaWA.gov
MONUMENT SIGN PERMIT
Commerical/Industrial Zones
Parcel No.: 8836500100
Address: 350 MIDLAND DR TUKW
Suite No:
Applicant/Business: MIDLAND DISTRIBUTION CENTER
Property Owner:
Name:
AMB PROPERTY CORP/ATTN: REA
Address:
60 STATE ST STE 1200, BOSTON MA 02109
Contact Person:
square feet
Name:
JERRY DOWNER
Address:
1513 CENTRAL AVE S, KENT WA 98032
Contractor:
square feet
Name:
EVERGREEN SIGN CO
Address:
1513 S CENTRAL, KENT WA 98032
Permit Number: S13-034
Issue Date: 05/17/2013
Permit Expires On: 11/13/2013
Phone:
Phone: 253-852-1354
DESCRIPTION OF WORK:
Refacing existing sign (s07-050) photo in office links of existing sign
Fees Collected: $231.00
Electricty Provided by: PUGET SOUND ENERGY
Name of street frontage:
Total sign area per face:
Total sign area per sign:
Total sign size per face:
Total sign size per sign:
Width of sign:
Height of sign:
Distance from closest edge
of sign to property lines:.
Name of street frontage:
Total sign area per face:
Total sign area per sign:
Total sign size per face:
Total sign size per sign:
Width of sign:
Height of sign:
Distance from closest edge
of sign to property lines:
Monument #I
MIDLAND DR.
15 square feet
30 square feet
54 square feet
108 square feet
9 feet 0 inches
6 feet 0 inches
5 feet
Monument #4
Zoning:
Monument #2
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0 feet
Monument #5
0 square feet
0
square feet
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0
square feet
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0
square feet
0 square feet
0
square feet
0 feet 0 inches
0
feet 0 inches
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0
feet 0 inches
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—continued on next page***
Sign Type: REFACE
Monument #3
0 square feet
0 square feet
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Monument #6
0 square feet
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doc: SIGN -MON S13-034 Printed: 05-20-2013
City of°Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206431-3670
Inspection Request Line: 206-431-2451
Web site: hap://www.TukwilaWA. ov
MONUMENT SIGN PERMIT
Commerical/Industrial Zones
Parcel No.: 883650 00 Permit Number:
Address: 3501M D D DR TUKW Issue Date:
Suite No: Permit Expires On:
Applicant/Business: MID DISTRIBUTION CENTER
Property Owner:
Name: AMB PROPERTY CO /ATTN: REA
Address: 60 STATE ST STE 1200, B TON MA 02109
Contact Person:
Name: Phone:
Address: ,
Contractor:
Name: Phone:
Address: ,
DESCRIPTION OF WORK:
Refacing existing sign (s07-050) photo in office links of existing sign
Fees Collected: $231.00 Zoning:
Electricty Provided by: PUGET SOUND ENERGY
Name of street frontage:
Total sign area per face:
Total sign area per sign:
Total sign size per face:
Total sign size per sign:
Width of sign:
Height of sign:
Distance from closest edge
of sign to property lines:
Name of street frontage:
Total sign area per face:
Total sign area per sign:
Total sign size per face:
Total sign size per sign:
Width of sign:
Height of sign:
Distance from closest edge
of sign to property lines:
Monument #I
MIDLAND DR.
15 square feet
30 square feet
54 square feet
108 square feet
9 feet 0 inches
6 feet 0 inches
5 feet
Monument #4
0 square feet
0 square feet
0 square feet
0 square feet
0 feet 0 inches
0 feet 0 inches
0 feet
513-034
05/17/2013
11/13/2013
Sign Type: REFACE
iment 92 Monument #3
0 square fe t 0 square feet
0 square fee 0 square feet
0 square feet 0 square feet
0 square feet 0 square feet
0 feet 0inc es 0 feet 0 inches
0 feet 0 inch 0 feet 0 inches
0 feet \ 0 feet
Monument #5
0 square feet
0 square feet
0 square feet
0 square feet
0 feet 0 inches
0 feet 0 inches
0 feet
***continued on next page***
0 square feet
0 uare feet
0 s are feet
0 squ re feet
0 feet 0 inches
0 feet 0 inches
0 feet
doc: SIGN -MON S13-034 Printed: 05-17-2013
Planning Division Authorized
--may
Date: �– 77–
I
I hereby certify that I have read a examined this perotAnd know the same to be true and correct. All provisions of law and ordinances
governing this work will be comp ed with, whether spe ified herein or not.
THIS PERMIT SHALL BECO AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF
ISSUANCE, OR IF THE WO IS US ENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION.
Signature: Date: 7 — 3
Print Name: � �ro")Zma—
To schedule a final inspection for your sign, please call the inspection request line at 206=431-2451. Enter Inspection .Code 1510
for sign final inspection:;: Please allow up to 5 business days for your inspection:
FINAL INSPECTION APPROVAL: DATE:
***continued on next page***
doe: SIGN -MON S13-034 Printed: 05-17-2013
SITE INSPECTION (PLANNING)
File No. S13-034
Name of Tenant: Prologis
Sign Address: 275 Andover Park West
Date Photo Taken: 9/27/2011
Sign appears to conform to permit application
Sign appears different from permit application
Sign not installed as of XX/XX/200X
Make new site visit and take photo by XX/XX/200X
Comments Sign inspected and final approval granted. C. Johnson
E( -E IVES
APR ?,2 2013
/�� t t •/t .Jll..ld
Prologis
350-360 Midland Drive
Tukwila, WA 98188
RBA Job No. 13 4562
SIGN CALCULATIONS
Sign Type:
GHM-60
Designed in accordance with:
2006 &2009 International Building Code
i
Wind Velocity=90 mph
'Q 4ARD y
Y3�w1I
i
FABRICATOR
Architectural Graphics, Inc.
2655 International Parkway
Virginia Beach, Virginia 23452
DESIGN ENGINEER
Ross Bryan Associates, Inc.
227 French Landing Drive, Suite 500
Nashville, Tennessee 37228
Phone: 615-329-1300 / Fax: 615-327-4446
Project Prologis 00ROSS BRYAN ASSOCIATES, INC. Sheet No. 1 of 6
Model GH -60 SWL CONSULTING ENGINEERS Job N 13.4562
By EO5 (019NASHVILLE, TN Date 04/11/13
Sign Type: GHM -60 Standard Wind Load (90 MPH)
Overall Height, s: 6.25 ft. 2006 & 2009 International Building Code
Overall Width, B: 9 ft. ASCE 7-05
e
Framing:
Verticals: HSS 3x3x3/16
Hotizontals: HSS 2x2x3/16
Screws: #12 SS TEK
#10 SS TEK
Note: location and number of straps varies with sign type
M„/f2= 4.53 k -ft
M,,/f2= 1.83 k -ft
T,.p= 378 #
Tc.p 268 #.
Upper Sign Box: .125 AL face with 2 13/ 16 AGI Channel Frame
Center Cabinet: .09 AL face with 9 13/ 16 AGI Channel Frame
Total Wind Shear = 0.9 kips
Total Seismic Shear = 0.2 kips
Lateral Design controlled by Wind Load
Project Prologis ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 6
Model GHM-60 SWL CONSULTING ENGINEERS Job N 134562
By EOS Ira NASHVILLE, TN Date 4/11/13
CODES: 2006 & 2009 International Building Code - Wind Loads per provisions of ASCE 7-05
SIGN DIMENSIONS:
Sign Sign
Width, B Height, s
9 6.25 ft.
?rail Height, h:
6.25
WIND LOADS:
qh = 0.00256 * k, * krt * kd * V * I Velocity Pressure, ASCE 7-05, Section 6.5.10
k, =
0.85
Velocity Pressure Exposure Coefficient, ASCE 7-05, Table 6-3
krt =
1.0
Topographic Factor, ASCE 7-05, Section 6.5.7.2
kd =
0.85
Wind Directionality Factor, ASCE 7-05, Table 6-4
V =
90
Basic Wind Speed, mph, ASCE 7-05, Figure 6-1
I =
0.87
Importance Factor, ASCE 7-05, Table 6-1
qh = 13.03
Ib/ftz
P = qh * G * Cf
Design Wind Loads, ASCE 7-05, Section 6.5.14
G =
0.85
Gust Effect Factor, ASCE 7-05, Section 6.5.8
B/s =
1.44
Length of Sign/Depth of Sign
s/h =
1.00
Depth of Sign/Overall Height
Cf =
1.43
Force Coefficient, ASCE 7-05, Figure 6-20
P = 15.84
lb/ft'
0
Project Prologis ROSS BRYAN ASSOCIATES, INC. Sheet Vo. 3 of 6
Model GHM-60 SWL CONSULTING ENGINEERS Job N 134562
By EOS NASHVILLE, TN Date 04/11/13
Upper Frame:
Properties: 2 13/ 16 Channel (6063 -Aluminum) + 1/8 face each Side
1= 1.94 in
S= 1.32 in
Max. Height (h)= 2.125 ft.
Max Width (B)= 9 ft.
Top Channel:
Wind = h/2*Pwind= 16.83 plf
Moment = 170.44 #-ft.
f,= 1549 psi <
Bottom Channel:
Wind = h/2*Pwild= 16.83 pif
Moment = 8.42 #-ft.
f,= 77 psi <
Max Shear/Screw= 38.38 # <
Vertical Channel:
9500 psi
Spacing of Screws=
9500 psi
268 #
not at weld O.K.
24 inch
not at weld O.K.
#10 SS TEK O.K.
Cantilever=
2.125
ft.
Back Span=
2.625
ft.
Pw
75.75
#
Moment=
160.97
#-ft.
RtoP=
137.07
#
Rbct=
-61.32 #
fb=
1463
psi
<
4800
psi
at weld
O.K.
Connection at Bot. of Vertical:
Shear=
-61.32
#
Ecc. =
2.5
in.
Moment=
-153.30 #-in
Number of Screws=
2.00
X Spacing=
0
in.
Z Spacing=
1
in.
Max Shear/Screw=
122.64
#
<
268
#
#10 SS TEK
O.K.
Project
Prologis
ROSS BRYAN ASSOCIATES, INC.
Sheet No.
4 of 6
Model
GHM-60 SWL
CONSULTING ENGINEERS
Job N
134562
By
EOS
NASHVILLE, TN
Date
04/11/13
Center Cabinet:
Properties: 913/16 Channel (6063 Aluminum) +.09 face each Side:
1= 16.44 in
S= 3.351 in
Max. Height (h)= 4.125 ft.
Max Width (W)= 8.375 ft.
Worst Case Moment at Bottom Channel:
Wind = h/2*pwj,,= 32.68 plf
Moment = 286.49 #-ft.
fb= 1026 psi <
Straps at Top Channel: (3003 Aluminum)
tstraP = 0.090 in.
At = 2.48 ft. .
(Worst Case at Full Sign Height - End Strap)
Maximum Wind at Strap= 122.73 #
Thickness Req'd= 0.063 in. <
Straps at Verticals: (3003 Aluminum)
tstraP = 0.090 in.
Distance to First Horizontal Strap = 1.5 ft.
Maximum Wind at Strap = 174.20 #
(includes Rtop from Upper Sign)
Thickness Req'd= 0.075 in. <
9500 psi not at weld O.K.
widthstraP = 6.00 in.
Wind= 49.51 plf
Moment= 15.34 #-in
0.09 in.
widthstraP =
6.00
in.
Wind =
49.51
pif
Moment=
21.78
#-in
0.090 in.
O.K.
O.K.
Project
Prologis .
ROSS BRYAN ASSOCIATES, INC.
Sheet No.
5 of 6
Mode(
GHM-60 SWL
CONSULTING ENGINEERS
Job N
134562
By
EOS
NASHVILLE, TN
Date
04111/13
Steel Framing:
Horizontal Members:
49.51
plf
HSS 2x2x3/16
L=
8.375 ft.
Case A Moment=
434.08
#-ft.
Case B Moment=
760.56
#-ft.
Weld:
Length =
2 in.
R=
207.32
#
Vertical Members:
HSS 3x3x3/16
Case B Controls
Case B Moment=
2491.37
#-ft.
Weld:
Length =
3 in.
T=
9965.49
#
Anchor Bolts:
Number of Bolts =
4
ASTM A36
Bolt Diameter =
0.625
in.
Tbolt=
2491.37
#
Base Plate:
Length =
8.5
in.
Moment=
7474.115
#-ft
treq'd=
0.40
in.
Wwind=
49.51
plf
< Mn/f2 =
1830
#-ft. O.K.
< MA =
1830
#-ft. O_K.
Size =
3
/16 in.
< Rnv/f2=
11136
# O.K.
Pwind=
632.73
#
< Mn/II =
4530
#-ft. O.K.
a
Size =
3
/16 in.
< Rnt/f2=
12528
# O.K.
X Spacing= 6.00 in.
Z spacing= 6.00 in.
< Rnt/II= 4916 # O.K.
Width = 8.5 in. t = 0.5 in.
< 0.5 in.
O.K.
F
Pxologis ROSS BRYAN ASSOCIATES, INC. Sheet N��. 6 of GHM-60 SWL CONSULTING ENGINEERS Job Nc 134562
EOS NASHVILLE, TN Date 4/11/13
Caisson or Vertical Slab Design (unconstrained)
Allowable Lateral Pressure (psf/ft) _
b (diameter or diagonal) (ft) =
Assumed Depth of Embedment =
M: Moment at top of pier (#-ft) =
P: Applied lateral force (#) =
150 (do not increase for deflection)
2
5
2491.37
632.73
h (M/P) (ft) = 3.94
S1 (All. Lat. Pressure*2*depth/3) = 500.00
A (2.34*P/(S1*b) = 1.48
Req'd Depth (A/2(1+SQR(1+4.36*h/A)) (ft) = 3.37 O.K.
Caisson: 2' (� x 5'-0"
As minimum= 2.26 in' #5 bars Req'd= 8
1lestgn maps summary Keport
`USGS. Design Maps Summary Report
User -Specified Input
Report Title Tukwila, WA
Thu April 11, 2013 14:20:08 UTC
Building Code Reference Document ASCE 7-05 Standard
(which makes use of 2002 USGS hazard data)
Site Coordinates 47.463140N, 122.25564°W
Site Soil Classification Site Class D - "Stiff Soil"
Occupancy Category Occupancy Category I
Lincarn .,ar.
While
{irhQ* Gunter i�'i
Hpightr. Ku bo-,.-, - ?r
in
East Penton
5, x Reriton Highlands
S
5h,n �� Cascade
i
SeaTac,.. -
s
hrmmandy
a Park _
united states
-
Ea5l
Hill.l4°erid i r r iga
r
Des., Moines .,rardv ievv Off
USGS-Provided Output
Ss = 1.429 g
S, = 0.489 g
SMS = 1.429 g
SM, = 0.739 g
MCE Response Spectrum
1.65
1.50
1.35
1.20.-
1.05--
0.90
.201.050.90
0.75
0.60
0.45
0.30--
0.15--
0.00.
.3U0.150.00
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
Period, T (sec)
Sns = 0.953 g
Sol = 0.493 g
Design Response Spectrum
1.10--
1.00
0.90
0.80
0.70
0.60
y 0.50
0.40-
0.30--
0.20--
0.10
.400.300.200.10
0.00
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
Period, T (sec)
Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the
accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge.
http://geohazards.usgs.govldesignmaps/uslsummary.php?template=minimal&latitude=47.4... 4/11/2013
Tedds
Ross Bryan Associates, Inc.
227 French Landing Dr, Ste 500
Nashville, TN 37228
Project
Prologis - Tukwila, WA
Job Ref.
134562
Section
Sheet no./rev
GHM-60 (R Value from ASCE Table 15.4-2)
SM1 = 0.739
Calc. by
Date
11
D
hr, =6.25ft
EOS
4/11/2013
x = 0.80
Long -period transition period
TL = 8 sec
SEISMIC FORCES (ASCE 7-05)
Site parameters
Site class D
Mapped acceleration parameters
at short periods Ss = 1.429
Site coefficientat short periods Fa = 1.0
Spectral response acceleration parameters
at short period SMs = 1.429
Design spectral acceleration parameters
at short period SDs = 0.953
Seismic design category
Risk category
Seismic design category (Table 11.6-1 only)
Approximate fundamental period
Height above base to highest level of building
Building period parameter Ct Ct = 0.028
Building fundamental period T = Ta = 0.121 sec
Seismic response coefficient
Tedds calculation version 3.0.01
at 1 sec period
S1 = 0.489
at 1 sec period
Fv = 1.5
at 1 sec period
SM1 = 0.739
at 1 sec period
SW = 0.493
11
D
hr, =6.25ft
Building period parameter x
x = 0.80
Long -period transition period
TL = 8 sec
Response modification factor R = 3.5 ASCO TA -03M 15AIC-2 - S1 4 -M i 61td„it3o "S .
Seismic importance factor Ie = 1.000 Seismic response coefficient Cs = 0.272
Seismic base shear
Effective seismic weight of the structure W = 0.7 kips
Seismic response coefficient Cs = 0.272 Seismic base shear V = 0.20 kips
Table 1. Monument Sien Details. CommerciaUlndustrial Zones
Freestanding Signs in Residential Zones
Institutional uses and multi -family complexes arc allowed to have one monument sign for each public street that provides
access to the premises. The following arc the specific development standards that apply to the installation of monument signs in
residential zones:
I. The arca of the monument sign is limited to 30 square feet per sign face and a total of 60 square feet for all sides;
2. The sign may be up to five feet tall;
3. Maximum width of the sign shall not exceed 15 feet;
4. Location of the sign shall not interfere with sight distance of vehicles pulling in and out of the premises;
5. The sign must be located in a landscaped arca. Having the sign stand-alone in a parking lot is not permitted; and
6. The sign may only use indirect lighting methods except for dynamic displays. The lighting must have no spill-over
impact on adjacent properties.
Dynamic Signs in Residential Zones
In order to foster civic community outreach and communication, the City permits limited use of dynamic signs within
residential zones. One permitted monument sign per premise, as outlined above, may contain a dynamic feature: The following
arc the specific development standards applicable to the installation of dynamic signs within residential zones:
1. The image of the sign may not change more frequency than once every ten seconds;
2. The image must appear and disappear as one image. The image may not appear to flash, undulate, pulse or portray
explosions, fireworks, flashes of light, or blinking or chasing lights, or appear to move toward or away from the viewer,
expand, contract, bounce, rotate, spin, twist, scroll, travel or otherwise portray movement.
3. Illumination of the dynamic sign is limited to the hours of 7AM to I OPM.
4. All signs shall have installed ambient light monitors, and shall at all times allow such monitors to automatically adjust
the brightness level of the electronic sign based on ambient light conditions. Maximum brightness levels for electronic
signs shall not exceed 3 -foot candle above ambient light conditions, measured 100 feet from the face.
Tabe2. Monument Sien Details. Residential Zones
Monument
Monument
Monument
Monument
Monument
Monument
Sign 2
Sin 1
Sign 2
Sign 3
Sin 4
Sign 5
Sin 6
Name of Street
M, j)3
will be placed
on which sign
along?
will be laced?
Total;Area of
Total Sign
Sign Height
message area
Cj [ljj
feet4nches
per face.
Width of Sign.
Will the sign
3 �j
have a
Total Sign
message area
Dynamic
Display?
per sign.
Total Sign Size
per face
C�
J
Total Sign Size
r Og
per sign.1
Width of -Sign
Sign Height
< <�
—C>
feet-inehes
Distance from
closest edge of
t «
sign to
– t.
property lines
in feet
Freestanding Signs in Residential Zones
Institutional uses and multi -family complexes arc allowed to have one monument sign for each public street that provides
access to the premises. The following arc the specific development standards that apply to the installation of monument signs in
residential zones:
I. The arca of the monument sign is limited to 30 square feet per sign face and a total of 60 square feet for all sides;
2. The sign may be up to five feet tall;
3. Maximum width of the sign shall not exceed 15 feet;
4. Location of the sign shall not interfere with sight distance of vehicles pulling in and out of the premises;
5. The sign must be located in a landscaped arca. Having the sign stand-alone in a parking lot is not permitted; and
6. The sign may only use indirect lighting methods except for dynamic displays. The lighting must have no spill-over
impact on adjacent properties.
Dynamic Signs in Residential Zones
In order to foster civic community outreach and communication, the City permits limited use of dynamic signs within
residential zones. One permitted monument sign per premise, as outlined above, may contain a dynamic feature: The following
arc the specific development standards applicable to the installation of dynamic signs within residential zones:
1. The image of the sign may not change more frequency than once every ten seconds;
2. The image must appear and disappear as one image. The image may not appear to flash, undulate, pulse or portray
explosions, fireworks, flashes of light, or blinking or chasing lights, or appear to move toward or away from the viewer,
expand, contract, bounce, rotate, spin, twist, scroll, travel or otherwise portray movement.
3. Illumination of the dynamic sign is limited to the hours of 7AM to I OPM.
4. All signs shall have installed ambient light monitors, and shall at all times allow such monitors to automatically adjust
the brightness level of the electronic sign based on ambient light conditions. Maximum brightness levels for electronic
signs shall not exceed 3 -foot candle above ambient light conditions, measured 100 feet from the face.
Tabe2. Monument Sien Details. Residential Zones
Q:\Department Folders\DCD\DCD Common\Applications-Handouts, Land Use\2011 WEBSITE -OCT 2011\2011 SIGNS (New Sign
Code)\Freestanding Sign-updated.doc
-Monument
Monument
Monument
Monument
Sign 1
Sign 2
Sign 3
Sign 4
Name of Street
In which sign
will be placed
along?
Total;Area of
Si
Sign Height
feet4nches
Width of Sign.
Will the sign
have a
Dynamic
Display?
Q:\Department Folders\DCD\DCD Common\Applications-Handouts, Land Use\2011 WEBSITE -OCT 2011\2011 SIGNS (New Sign
Code)\Freestanding Sign-updated.doc
el
4'
CITY OF TUKWILA PERMANENT APR 22 2013
Department of Community Development FREESTANDING
6300SouthcenterBoulevard. Tukwila, WA 98188 f;(1N,MUN1 I Y
Telephone: (206) 431-3670 FAX (206) 431-3665 SIGNS DEVELOPMENT
E-mail: signnermits(7TukwilaWa.t=ov
FOR STAFF USE ONLY Permits Plus Type: P-SIFREE
,/ Ael;Fjanner. I File Number: S
�ds Electrical: Yes/No Associated File Numbers:
i
MI-MAsNO 'Ot5 T. ct-tZ 3�Z'-3�o 0A10L-A4� -b2.
Business Name Address of Sign Phone
t ��w►v�� (� 13 CCZ�J —IaAL- AV . S .
Applican#Contact Address, City, State, Zip(� �� WA 'Y&4:,3 2_ P
Meds . `�s'VN T-s-wc,�
Contractor Address/
ddress City, Sta c, Zip Ph
I HEREBY CERTIFY that the information co tainIt-
understand
this application and the materials furnished to the City by me are true. I
that if I provide incorrect info a on os application or submit plans that arc not correct, it could delay issuance
of a permit or, if the permit has been issu r the City to revoke the sign permit.
-1:zAQ"D9r-�-sLci►►�. -
Date: Signa rc cr o u orized Agent Email
The City will send any official notices, le cr , a d other official notices via email. If you wish to receive all official
communications from the City via US Posta Mail, check here: ❑
)f` Completed and signed application (this form).
Three topics of a dimensioned and scaled site plan
showing property lines, streets, buildings and
parking areas; the location of all existing
freestanding signs on the premise and proposed
location for any new freestanding sign(s).
O Method of illumination, if proposed.
)8( Scaled and dimensioned footing designs and height
calculations. Footing designs are not required for
reface or copy changes to an existing freestanding
sign, provided there is no change in the sign
height, area or location.
Total number of signs included in this application:
Section 1 I Section 2
Section 3 Q) Section 4 Q)
Structural calculations if the sign has an area
greater than 50 square feet and/or is taller than 15
feet. This requirement may be waived for certain
refaces or copy changes to existing freestanding
signs.
-6� Application fee listed in current fee schedule.
$C One copy of a valid Washington State
Contractor's license or owner's affidavit.
Tukwila business license number for the sign
contractor, if applicable: ZZ
General Information about Property
Totattlen tko Street Frontage Along All Streets:
Does the site front on more than one street, but have
less than 800 feed of linear frontage, combined on
both streets?
N
Isith-esit . use -a mufti -family or institutional use in a
residintial'zone,(GDR, MDR, or HM?
(VO
Q:\Department Folders\DCD\DCD Common\Applications-Handouts, Land Use\2011 WEBSITE -OCT 2011\2011 SIGNS (New Sign
Code)\Freestanding Sign-updated.doc
V
V-0"
3"
3"
Prologis Sign Copy & Layout Approval
❑ Approved
❑ Approved as noted
51DE A
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00
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,� � made. to
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No ch�.n, royal fr®m t� =�
plan �%"Li"out app
Planning Division of D D
veY�
ppprod
Date: X
Signature:
Title:
Date:
1
0
VAS Rule A
VAS Rules D & E
3"
SIDE B
RECE`VCE: D
APR 2 2 2013
('0i";1AIJ1:1I Y
DI-_VI_L01'MlzNT
Upon signed approval of this form, AGI will
rolease order for product fabrication.
Any changes to the approved or approved as
noted sign copy and layout after the date
above will result in a.change order.
Sign Color
❑ Silver Metallic
® Paris White
GArchitectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Site ID - Sign Number
SEA02101 - E01
Sign Type
GHM-60
Drawing Type
ELEVATION
Date 04.11.13
General Sign Specifications
❑ Interior 0 Exterior
❑ Single Faced Double Faced
El
0 Non -Illuminated
❑ Illuminated
Sign Info
Sign Info
This document is the sole property of Arehitectmal
Graphics, Inc. ,and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. it Is submitted under a
confidential relationship, for a special purpose, and
the reciplent, by accepting thie document assumes
custody and agrees that this document will not be
copied or reproduced In whole or In part, nor Its
contents revealed In any manner or to any person
except for the purpose for which it was tendered, nor
any special features peculiar to this design be
Incorporated In other projects.
Code
Job Number
Sheet Number I Rev.
GHM60.1
"
PROLOGIS
F
1 61 • • -
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N
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ParkTukwila
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tri
Prologis Sign Copy & Layout Approval
❑ Approved
❑ Approved as noted
51DE A
2
r"e"p AFa
00
10
,� � made. to
ce--_ C;r,be n
No ch�.n, royal fr®m t� =�
plan �%"Li"out app
Planning Division of D D
veY�
ppprod
Date: X
Signature:
Title:
Date:
1
0
VAS Rule A
VAS Rules D & E
3"
SIDE B
RECE`VCE: D
APR 2 2 2013
('0i";1AIJ1:1I Y
DI-_VI_L01'MlzNT
Upon signed approval of this form, AGI will
rolease order for product fabrication.
Any changes to the approved or approved as
noted sign copy and layout after the date
above will result in a.change order.
Sign Color
❑ Silver Metallic
® Paris White
GArchitectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Site ID - Sign Number
SEA02101 - E01
Sign Type
GHM-60
Drawing Type
ELEVATION
Date 04.11.13
General Sign Specifications
❑ Interior 0 Exterior
❑ Single Faced Double Faced
El
0 Non -Illuminated
❑ Illuminated
Sign Info
Sign Info
This document is the sole property of Arehitectmal
Graphics, Inc. ,and all design, manufacturing,
reproduction, use and sale rights regarding the same
are expressly forbidden. it Is submitted under a
confidential relationship, for a special purpose, and
the reciplent, by accepting thie document assumes
custody and agrees that this document will not be
copied or reproduced In whole or In part, nor Its
contents revealed In any manner or to any person
except for the purpose for which it was tendered, nor
any special features peculiar to this design be
Incorporated In other projects.
Code
Job Number
Sheet Number I Rev.
GHM60.1
PLAN SECTION
GHM 60.2 1/2" = T - O"
T - 10 3/4"
i T - 7 3/4"
CROSS MEM6ER5
OF UPRIGHTS
I r
2 01 KUL, I UKML MLMY/Ai IVIV
GHM-60.2 1/2" = 1' - on
FLAME,"t_Nrz, APPROVED
No Changes can be made to these
Warts without approval from the
Planning DiviSion�of q§6
Approxic"
D„ r-' / -1r
3/8" DROP FORGED STEEL LIFTING EYE
REMOVE AND REPLACE W/ 3/8'B 5.5. H.H. BOLT
AFTER INSTALLATION
1/4" STEEL PLATE WELDED TO TOP
OF STEEL TUBE UPRIGHT W/ NUT WELDED
TO UNDERSIDE
11/2" SCHED 40 STEEL PIPE WELDED TO TOP
OF STEEL TUBE CR055 MEMBER
1/8" STEEL TOP PLATE WELDED INTO STEEL TUBE UPRIGHT
OUTLINE OF ALUM. CABINET
------------------
3" X 3" X 3/16" STEEL TUBE UPRIGHT
-----------------
2" ----------------
2" X 2" X 3/16" STEEL TUBE CROSS MEMBERS
WELDED TO STEEL TUBE UPRIGHTS
-------------------
11Z"-13 X 2" STEEL BOLT ASSEMBLY
— — — — — — — — — — — — — — — — — J
STEEL BASE PLATE
WELDED 10 STEEL UPRIGHT
------------------------
C4
-----------------------C4 X 5.4 STEEL CHANNEL BOLTED TO BASE PLATES I
I
4" X 1/2" X 6" STEEL BAR STOCK WELDED TO I
I
I BOTTOM OF CHANNELS @ ENDS
I
-------------------------
RECEIVED
APR 22 2013
M- VI, LUI'N&1'4
Ross Bryan Associates, Inc.
Engineers
227 French Landing Drive Nashville, TN 37228
DESIGNED IN
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
BUILDING CODE
-S 1ALFD FOR S-UCTUWL t.OMPONENTa O.,_
it Is uNawful to'it- thin dxran.nt as asual" by a
2'-0"
CHANNEL
3 SIDE SECTION
GHM 60.2 1/2" =1' - 0"
S /3 ftp u3y
Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
STRUCTURAL ELEVATION
Date 02.15.12 1
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior
Exterior
❑ Single Faced
Double Faced
El
0 Non -Illuminated
❑ Illuminated
❑ 120 Volts
Amps(+/-)
❑ 277 Volts
Amps(+/-)
❑
Amps(+/-)
❑ U/L Listed
❑ Non U/L Listei
Location
Windload
Area
Weight
Drawing Revisions
Drawn By I Date
Change
A, JLM 1 07.24.12 ISTRUCTURE
This document Is the sale property of Architectural
Graphics. Inc. ,and all design, manufacturing,
=reduction, use and sale rights regarding the same
expressly forbidden. R Is submitted under a
confidential relationship, for a special purpose, and
the recipient, by a"Ung this document assumes
..study and agrees that this document well net be
copied or reproduced N whole or In part, nor Its
contents revealed In any manner or to any person
eseept for the purpose for which R was tendered, nor
any special features peculiar to this design be
Incorporated in other projects
F
roved By
e Approved
e Type
11108 C
Job Number
Sheet Number Rev.
GHM-60.2
4---------------------------------,
I 81 /2"
I I
I I
I 1 1/4" 6" 1 1/4"
I I
I OF THRU HOLES
-----i-------------------------------I
I �—
I � I
I I
I I
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I 1
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des can be n- • -i to
I - without-; 7ror�_
pro�
:inninAID,, of DC
11; o veFate: ��
7/8"0 HOLE TO ACCOMMODATE
5/8"0 THREADED ROD
2":0 THRU HOLE TO ALLOW
FOR WATER DRAINAGE
STEEL TUBE UPRIGHT
-------------
1/2" STEEL PLATE WELDED I
TO BOTTOM OF STEEL TUBE
UPRIGHT
-------------'
2 1/4"P1 X 1/4" STEEL PLATE WELDED TO TOP
OF STEEL TUBE UPRIGHT
STEEL PIPE UPRIGHT
3/8"8 NUT WELDED
TO BOTTOM OF STEEL PLATE
1/2"0 THRU HOLE TO ACCOMMODATE
3/8"0 LIFTING EYE
Ross Bryan Associates, Inc.
Engineers
227 French Landing Drive Nashville, TH 37228
2 TOP PLATE DETAIL UPPER TUBE
GHM 60.3 3/4" =1"
1 BASE PLATE DETAIL
CO
CV
al
RECEJvED
ApR 22 2013
�OI�(/I11N1I Y
1)1-\/LL01'MLNT
2 9/16"
DESIGNED IN
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
BUILDING CODE
-jFal eco 1:10 111 aTa1/CTURAL COMPONENTa ONLY -
It a ahiawha to after this docgrnart u stale/ by •
professlonat onatnear.
1/8" STEEL PLATE WELDED INTO TOP
OF STEEL TUBE UPRIGHT
s TOP PLATE DETAIL LOWER TUBES
\!GHM-60.3 1/2" =1n
Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
DETAIL
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior
Exterior
❑ Single Faced
Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts
Amps(+/-)
❑ 277 Volts
Amps(+/-)
❑
Amps(+/-)
❑ U/L Listed
❑ Non U/L Listec
Location
Windload
Area Weight
Drawing Revisions
III Drawn By I Date I Change
Al JLM 1 07.24.12 1 STRUCTURE
TNa deeurn— le -a sole property of Architectural
graph].., Inc. ,and ell design, m nufacturtng,
rrprodueton, use and tale rights regarding the same
are expressly forbidden. it Is submitted under a
confidential reWonchip, for a spaWl purpose, and
the recWand, by accepting thio d --M assumes
custody and gnats that this document will not be
copled or reproduced In whale ar in part, nor Its
contents revealed In am manner or to any person
extxpt for the "m— for which It was tendered, nZ
any special features peculiar to this design W
Incorporated N other prolects.
LDate
ved By
Approved
Code Type
11108 C
Job Number
Sheet Number I I Rev.
GHM-60.3
n
PLAKI 1`411N G! APPROVED
No changes can he made. to these
plans without approvo from the
Planning Div' io o DC
Approved y.
Date: -Jin / .11
&'- 41/2"
CENTER CABINET
1'- 5 1/2" 6" 1'- 113/4" 6" 1'- 113/4" 6" 1' - 5 1/2"
------------------
%\.
------------------
-- -• - '--- ---- --- ---' -
1/2"=1'-0"
N
.090" BRAKEFOPMED ALUM. STRAPS WELDED
TO IN51PE OF MIDDLE CABINET
#10 X V S.S. H.H. TEK SCREWS TO SECURE
OUTER CABINET TO CENTER CABINET
9 13/16" AGI CHANNEL FRAME
.090" ALUM. FACES VERSILOCKED
TO AGI CHANNEL FRAME
MOUSEHOLE ALUM CHANNEL AS REaP
TO ALLOW STEEL FRAME TO DROP IN
FROM THE FRONT
F- r ,,.-•
APR P_ 2 2013
IJI. Ii-4.Vh �x�t--�rl
Ross Bryan Associates, Inc.
Engineers
227 French Landing Drive Nashville, TN 37228
DESIGNED IN
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
BUILDING CODE
'sl=litFa I"s7R..rus AL COMPONENTS ONLP
H Is aus awfsl to altar this ypowrssr — saud" by ■
prwronig anal snalnssr.
1
I J PG.5
i
2 SIDE SECTION
GH1L-60.4 1/2" =1' - 0"
S(3mow o3y
rvI
I Architectural
G/Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
STRUCTURAL ELEVATION
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listed
Location
Windload
Area Weight
Drawing Revisions
Drawn By I Date Change
A, JLM 1 07.24.12 ISTRUCTILIREI
This document k the sole property of Architectural
Graphics, Inc. ,and all design, m nufact uring,
reproduction, use and sale rights regarding Me same
are expressly forbidden. n k submitted under a
ranfldemWl relationship, for a special purpose, and
the reclplem, by accepting Mk d«ument a
custody and agrces that this document will nee be
copied or reproduced In whole or In pmt, nor Ik
contents restated in any manner or to any person
except for the purpose for which It was tendered, nor
am special features peculiar to Mk design be
Incorporated in other prolectu
Approved By
Date Approved
Code Type
11108 C
Job Number
Sheet Number' Rev.
GHM-60.4
r
�C;
0
9 13/16" AGI CHANNEL FRAME
.090" BRAKEFORMED ALUM. 5TRAP5
WELDED TO INSIDE OF CHANNEL FRAME
9 13/16" AGI CHANNEL FRAME
II;
�II
227 French Landing Drive Nashville, TN 37228
#10 X 1" 5.5. H.H. TEK 5CREW5 TO SECURE
TOP CABINET TO CENTER CABINET
.090" BRAKEFORMED ALUM. STRAPS
'
I
I
-
Type
ACCORDANCE
WITH 2006 and
W
Q
2009 INTERNATIONAL
I
a*—
_
Cc Q
Sheet Number
GHM-60.5
Rev.
cc
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WELDED TO INSIDE OF CHANNEL FRAME
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1 BLOW-UP DETAIL
\2HM-60.5 1/4n= 11"
.090" ALUM. PANEL
TO CHANNEL FRAME
Sl3-o3v
Ar
II Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
DETAIL
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listed
Location
Windload
Area Weight
Drawing Revisions
Drawn By Date Change
1 JLM 07.24.12 STRUCTURE
This document Is the sole property of Architectural
Graphics, Inc. ,and all design, manufacturing,
reproduction, use and sale rights regan7,ng the same
arc expsly forbidden. n Is submitted under a
conflresdentlal relationship, for a special purpose, and
the reelplent, by accepting this document assumes
custody and agrees that this document will not be
copied m reprodu«d in whole or In part, nor Its
contents revealed in my manner or to any person
eseept for the purpose fm which it was tendered, nor
lad II thl de I b
Ross Bryan A
ry Associates, Inc.
II;
�II
227 French Landing Drive Nashville, TN 37228
#10 X 1" 5.5. H.H. TEK 5CREW5 TO SECURE
TOP CABINET TO CENTER CABINET
.090" BRAKEFORMED ALUM. STRAPS
'
I
I
-
Type
ACCORDANCE
WITH 2006 and
WELDED TO INSIDE OF CHANNEL FRAME
C
2009 INTERNATIONAL
Job Number
I
' moo foa slaueTuw� eoMpo"Mrs oflf r-
this docunwanit .. •••led by.
.raf«.l•n•1 •nei,..r.
Sheet Number
GHM-60.5
Rev.
✓1 a
4 `3"� 4�
�
l�I��Ep"S
i
I
s x
.090" ALUM. PANEL VER5ILOCKED
TO CHANNEL FRAME
1 BLOW-UP DETAIL
\2HM-60.5 1/4n= 11"
.090" ALUM. PANEL
TO CHANNEL FRAME
Sl3-o3v
Ar
II Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
DETAIL
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listed
Location
Windload
Area Weight
Drawing Revisions
Drawn By Date Change
1 JLM 07.24.12 STRUCTURE
This document Is the sole property of Architectural
Graphics, Inc. ,and all design, manufacturing,
reproduction, use and sale rights regan7,ng the same
arc expsly forbidden. n Is submitted under a
conflresdentlal relationship, for a special purpose, and
the reelplent, by accepting this document assumes
custody and agrees that this document will not be
copied m reprodu«d in whole or In part, nor Its
contents revealed in my manner or to any person
eseept for the purpose fm which it was tendered, nor
lad II thl de I b
Ross Bryan A
ry Associates, Inc.
any .pee feat... peen ar to e . gn e
Incorporated In other pfelent`
Engineers
227 French Landing Drive Nashville, TN 37228
Approved By
DESIGNED IN
Date Approved
Code
Type
ACCORDANCE
WITH 2006 and
11108
C
2009 INTERNATIONAL
Job Number
BUILDING CODE
' moo foa slaueTuw� eoMpo"Mrs oflf r-
this docunwanit .. •••led by.
.raf«.l•n•1 •nei,..r.
Sheet Number
GHM-60.5
Rev.
9'-0"
3
3 3/4"
1 5TPUCTURAL ELEVATION
GHM 60.6 1/2n =1n _ 0"
�-� f,��i;�G pl,Pf� ate t® these
No
C"J ►.jges Can be Made ft0m the
p n, c" hout PP on D
planKIN 6- � in
_ #10 X 1" 5.5. H.H. TEK SCREWS TO 5ECURE
OUTER CABINET TO CENTER CABINET
— 1/8" ALUM FACE VER5ILOCKED TO CHANNEL FRAME
_ 2 13/16" ALUM. AGI CHANNEL FRAME MECHANICALLY
FA5TENED & VEP51LOCKEP TO ALUM. CENTER CABINET
_ 2 13/16" AGI CHANNEL 5PACER
WELDED TO AGI CHANNEL FRAME
au--' ----= — — — I-"
Ross Bryan Associates, Inc.
Engineers
I French Landing Drive Nashville, TN 37228
DESIGNED IN
ACCORDANCE
WITH 2006 and
309 INTERNATIONAL
BUILDING CODE
SEALED FOR STRUCTURAL COMPONENTS ONLY'
t Is aldavoul to after this luneent w waled by a
.....ar.IrJ rnnrr
1
PG.7
I
I
. T.I
2 51DE SECTION
GHM 60.6 1/2" =1' - On
2" X 3" X 1/8" BRAKEFORMED ALUM ANGLE CLIP WELDED
TO AGI CHANNEL SPACER & FASTENED TO
CENTER CABINET W/ #10 X 1" S.S. H.H. TEK SCREWS
S 13 -o3y
\SII Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
STRUCTURAL ELEVATION
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
p 277 Voits Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listen
Location
Windload
Area Weight
Drawing Revisions
Drawn By I Date Change
A JLM 1 07.24.12 ISTRUCTURE
This document Is the sole property of Architectural
Graphics, Inc. ,and all design, manufactutng,
reproduction, use and sale rights regarding the same
CuesPressly forbidden. it is submitted under a
ngdentlal relationship, for a special purpose, and
the recipient, by accepting this document assumee
custody arrd agrees that
this
document will not be
copied ar reproduced M whole or In par, nor he
contents revealed M manner anner or to any person
except for the purpose for which it was tendered, nor
any pedal features peculiar to this design be
incorporated M older pretecta
F
proved By
te Approved
MMOM
de Type
11108 C
Job Number
Sheet NumberI Rev.
GHM-60.6
w
I � O
a
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w �
All
b to
1
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-----------------------------------------------------------------------------------
1� �____________________________________________________________________________________ s
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4
1 5TPUCTURAL ELEVATION
GHM 60.6 1/2n =1n _ 0"
�-� f,��i;�G pl,Pf� ate t® these
No
C"J ►.jges Can be Made ft0m the
p n, c" hout PP on D
planKIN 6- � in
_ #10 X 1" 5.5. H.H. TEK SCREWS TO 5ECURE
OUTER CABINET TO CENTER CABINET
— 1/8" ALUM FACE VER5ILOCKED TO CHANNEL FRAME
_ 2 13/16" ALUM. AGI CHANNEL FRAME MECHANICALLY
FA5TENED & VEP51LOCKEP TO ALUM. CENTER CABINET
_ 2 13/16" AGI CHANNEL 5PACER
WELDED TO AGI CHANNEL FRAME
au--' ----= — — — I-"
Ross Bryan Associates, Inc.
Engineers
I French Landing Drive Nashville, TN 37228
DESIGNED IN
ACCORDANCE
WITH 2006 and
309 INTERNATIONAL
BUILDING CODE
SEALED FOR STRUCTURAL COMPONENTS ONLY'
t Is aldavoul to after this luneent w waled by a
.....ar.IrJ rnnrr
1
PG.7
I
I
. T.I
2 51DE SECTION
GHM 60.6 1/2" =1' - On
2" X 3" X 1/8" BRAKEFORMED ALUM ANGLE CLIP WELDED
TO AGI CHANNEL SPACER & FASTENED TO
CENTER CABINET W/ #10 X 1" S.S. H.H. TEK SCREWS
S 13 -o3y
\SII Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
STRUCTURAL ELEVATION
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
p 277 Voits Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listen
Location
Windload
Area Weight
Drawing Revisions
Drawn By I Date Change
A JLM 1 07.24.12 ISTRUCTURE
This document Is the sole property of Architectural
Graphics, Inc. ,and all design, manufactutng,
reproduction, use and sale rights regarding the same
CuesPressly forbidden. it is submitted under a
ngdentlal relationship, for a special purpose, and
the recipient, by accepting this document assumee
custody arrd agrees that
this
document will not be
copied ar reproduced M whole or In par, nor he
contents revealed M manner anner or to any person
except for the purpose for which it was tendered, nor
any pedal features peculiar to this design be
incorporated M older pretecta
F
proved By
te Approved
MMOM
de Type
11108 C
Job Number
Sheet NumberI Rev.
GHM-60.6
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1 BLOW-UP DETAIL
GHM-60.7 3/8" =1"
2 13/16" AGI CHANNEL
-KERF @ TOP A5 REQ TO MATCH RADIUS
1/2" CUT PLATE PVC LOGO & WORDMARK
4MM ACM BACKER (OR EQUIV.)
VER51LOCKED TO BACK OF FACE
1/4"- 20 ALUM. DRILLED & TAPPED INTO LETTERS
& SET INTO FACE & BACKER W/ EPDXY
1/8" ALUM. FACE
VERSILOCKED TO CHANNEL FRAME
2 13/16" AGI CHANNEL MECHANICALLY
FASTENED & VERSILOCKED TO CENTER CABINET
#10 X 1" 5.5. H.H. TEK SCREWS TO SECURE
OUTER CABINET TO CENTER CABINET
Ross Bryan Associates, Inc.
Engineers
227 French Landing Drive Nashville, TN 37228
DESIGNED IN
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
BUILDING CODE
"SEALED FOR STRUCTURAL COMPONENTS ONLY"
It 1. ani—A rl to alter IAB dowtnent ,...Sled by ■
Professional engineer.
S /3-o3N
/\G,
IIArchitectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
DETAIL
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listed
Location
Windload
Area Weight
Drawing Revisions
Drawn By Date Change
I JLM 07.24.12 1 STRUCTURE
This document Is the sole property of Arch"ectund
Graphics, Inc. ,and all design, manufacturing,
reproduction, use and sale rights regarding the same
rc
expressly forbidden. it issubmitted under a
cerfldentiai relationship, for • special purpose, and
the reci Sent, by accepting this document assumes
ustody nd agrees that this document will not be
coled a reproduced n whole or in part, nor Its
Cents ree led May manner or to any person
�pt for the purpose for which A was tendered, nor
mrspecial features peculiar to this design be
Incorporated In other protects.
Approved By
Date Approved
Code ii
iii
Type
11108 C
Job Number
Sheet Number' Rev.
GHM-60.7
----------------------------------------------------------------------------------------------------------------------------------
40- 1%
Vrir' -i -__--__ _____-_ ---------------------
4
O
0
`-------------------- --------------- ------ ------z5ECURE
-------------------------
H.H. TEK 5CREW5
FABRICATED ALUM. TOP CABINET OUTER CABINET
TO CENTER CABINET
O
STEEL PIPE UPRIGHT
1 PLAN SECTION
GHM-60.8 1" = 1' - 0"
/ 1/8" ALUM. FACE
IVER5ILOCKED TO ALUM. CHANNEL FRAME
I
I I
2 13/16" AGI CHANNEL MECHANICALLY FASTENED
14
& VER5ILOCKED TO TOP OF CENTER CABINET
I
I
STEEL PIPE UPRIGHT
0
-----------------------
--- 1
3
O
..t
f �
i C9
t
FABRICATED ALUM. CENTER CABINET
2 BLOW-UP DETAIL PLANNING APPROVED a
1-60.8 3/8"=I" No changes can be made. to these 3 BLOW—UP DETAIL
plans without approv l from the GHM 60.8 3/8" =1"
PlanninWD*v—io of DC
Approved ya v 03
V
Date- 44,�l
1/8" ALUM. FACE
VER5ILOCKED TO BOTTOM ALUM. CHANNEL
AGICHANNEL
rI
I Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
SECTION
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listed
Location
Windload
Area Weight
Drawing Revisions
Drawn By Date Change
A, JLM 1 07.24.12 1 STRUCTURE
4�8601�
- �N
EXPIRES g
Ross Bryan Associates, Inc.
B
This dgertmerrt K the sole property of arohnecturel
Graphics, Inc. .and all design, manufacturing,
pwdu —sl use and gale rights ub.Ittnd the eame
reproduction,
anger a
arc eeprcsdy bn Is subal purpose,
ngr a special purpose, and
onfldeMie relationship, accepting
recipient, gr arxhe t this document l umbe
c tady tl agrees thM this document will net be
coPle'd or reproduced In whole or In part, nor Its
contents rovealed In any manner or to any person
except for the purpose for which it was tendered, nor
any special features peculiar to this design be
Incorporated In other projects.
Engineers
227 French Landing Drive Nashvillet TH 37228
Approved By
Date Approved
DESIGNED IN
Code 11108
Type
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
Job Number
BUILDING CODE
Sheet Number
Rev.
-sFwteo FOR sraueruwL eoglpoaeylrs oar
Itis,.t.wndtoalr.rtkhrd.�.don,* adbya
BHM-60.8
p.o.I«
(..ul .nglasew.
�t
3/4",
RECEIVED
APR 22 2013
(;i Jdiil/IlJHI I f
(>I `!I. L(AIML-W f
8' - 4 1/2"
3/4".
--------- -
_�
-------------------------------------------------- . ---------- :
FADRICATED ALUM. CENTER CABINET
1 PLAN SECTION
GHM 60.9 1"=1'-O"
-----------------------------
----------------
03
------'
1/8" ALUM. FACES VER5ILOCKED
TO ALUM. CHANNEL FRAME
0 U
I
>
(D0
O
WELDED TO CHANNEL FRAME &
Co � Q
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CC
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ITO
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CENTER CABINET
1
i
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Cd
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C'
U)
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m
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2
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t% Ca
Q Q
RECEIVED
APR 22 2013
(;i Jdiil/IlJHI I f
(>I `!I. L(AIML-W f
8' - 4 1/2"
3/4".
--------- -
_�
-------------------------------------------------- . ---------- :
FADRICATED ALUM. CENTER CABINET
1 PLAN SECTION
GHM 60.9 1"=1'-O"
2 BLOW-UP DETAIL
GHM 60.9. 3/8" -1"
S iS ve 03Y
Ross Bryan Associates, Inc.
Engineers
227 French Until— Drive Nashville, TN 97228
DESIGNED IN
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
BUILDING CODE
-111"LI:e FOR BTRucluttw COMIrONEN» ONLY -
K b uirdasrrrl
t"ons"'
wonar thig /oprrwnt N awMIM by a
Proforaskmall .
Ar
II Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
SECTION
Date 02.15.12
Lead Drafter NJC
Drawn By AM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listed
Location
Windload
Area Weight
Drawing Revisions
Drawn By I Date Change
1 JLM 1 07.24.12 ISTRUCTURE
This document Is the sole property of Architectural
Graphics, Inc. ,and all design, manufacturing,
r"raduction, use and sale rights regarding Gro same
are exp dy forbidden. it Is submitted under a
=11derdial relationship, for a special purpose, and
the rectpient, by accepting this document assumes
erratady and pnees that this document will not be
copied or reproduced b whole or In part, nor Its
Cements rtvnkd In any manner to y person
except for the purpose for which N was tendered, nor
any special features peculiar to this design be
incorporated in other prolecla.
' Approved By '
Date Approved
' Code Type
11108 ' C I
Job Number
Sheet Number I Rev.
GHM-60.9
-----------------------------
----------------
------'
1/8" ALUM. FACES VER5ILOCKED
TO ALUM. CHANNEL FRAME
I
I
2" X 3" X 1/8" 6RAKEFORMED ALUM ANGLE
O
WELDED TO CHANNEL FRAME &
I
I
MECHANICALLY FASTENED TO CENTER CABINET
I
2 13/16" AGI CHANNEL FRAME
I
"
#10 X 3/4" 5.5. H.H. TEK SCREWS
ITO
SECURE TO CHANNEL FRAME TO
I
CENTER CABINET
1
i
Ir
/
2 BLOW-UP DETAIL
GHM 60.9. 3/8" -1"
S iS ve 03Y
Ross Bryan Associates, Inc.
Engineers
227 French Until— Drive Nashville, TN 97228
DESIGNED IN
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
BUILDING CODE
-111"LI:e FOR BTRucluttw COMIrONEN» ONLY -
K b uirdasrrrl
t"ons"'
wonar thig /oprrwnt N awMIM by a
Proforaskmall .
Ar
II Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
SECTION
Date 02.15.12
Lead Drafter NJC
Drawn By AM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listed
Location
Windload
Area Weight
Drawing Revisions
Drawn By I Date Change
1 JLM 1 07.24.12 ISTRUCTURE
This document Is the sole property of Architectural
Graphics, Inc. ,and all design, manufacturing,
r"raduction, use and sale rights regarding Gro same
are exp dy forbidden. it Is submitted under a
=11derdial relationship, for a special purpose, and
the rectpient, by accepting this document assumes
erratady and pnees that this document will not be
copied or reproduced b whole or In part, nor Its
Cements rtvnkd In any manner to y person
except for the purpose for which N was tendered, nor
any special features peculiar to this design be
incorporated in other prolecla.
' Approved By '
Date Approved
' Code Type
11108 ' C I
Job Number
Sheet Number I Rev.
GHM-60.9
8'-6"
ALUM. CABINETS
1 3/4" 81-21/21,
LOWER ANGLES
1' 1"
Y-13/4" 3' - 13/4'.
OF ANGLE GRIP5
1'- 17/8" 3'- 1 3/4" 3'- 13/4"
OF BAR STOCK
1' 81/8" 2'-0" 1'- 13/4" 2'- 0"
UPPER ANGLES
1 3/4"
1/2"=1'-O"
EXTRUDED ALUM. ANGLE CLIP MECHANICALLY
FASTENED TO CENTER CABINET TO CATCH
ACCENT CABINET5
.090" BRAKEFORMEV ALUM ANGLE CLIP5
MECHANICALLY FA5TENED TO CENTER CABINET
2" X 1/8" ALUM BAR 5TOCK WELDED INTO AGI CHANNEL FRAME
13/16" X 13/16" X.090" ALUM. CHANNEL FRAME
#12 X 2" 5.5. C.5. 5HEET METAL SCREW5 @ 24" O.C.I
TO SECURE CABINET TO ALUM. ANGLE I
- U5E SPACERS ON LARGER PANEL
I
------------------------
314"X 3/4" X 1/8" ALUM. ANGLE MECHANICALLY FA5TENE0
TO FACE OF CENTER CABINET TO ALLOW
FOR ATTACHMENT OF ACCENT CABINETS
Ross Bryan Associates, Inc.
Engineers
227 French Landing Drive Nashville, TN 37228
DESIGNED IN
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
BUILDING CODE
-WALED Pea STRUCTURAL COMPONENTS ONLY -
it Is unlawful to alta this bculnMt as assailed by a
professional ,W—
2 SIDE VIEW
GHM-60.10 1/2" =1' - 0"
LANNING APPRf%OVED.
n Anges can be made. to these
plans without approval from the
Planning Dlviaio f DCD
Dazto: A "�
h
�1�IIArchitectural
�(`rl� Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
STRUCTURAL ELEVATION
s 13 -03 y
N
dooument is the sok property of Archttecbrralics, Inc. rand all design, m nufacturing,uction, use and sale rights regarding the same
xpressly forbidden. R Is submitted under a
ential relationship, for a special purpose, and
-Werd, by accepth"this document assumesdy and agrees that this document will not be
- reproduced inwhole or in pat, nor its
nts revealed In any manner or to any person
t fa the purpose far wkIh ti was tendered, rmrspecial features peculiar to this design be
orahM M other projects.roved Bye Approvede Type
11108 C
Job Number
Sheet Number' Rev.
GHM-60.10
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
C
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listel
Location
Windload
Area Weight
Drawing Revisions
Drawn By Date Change
A, JLM 1 07.24.12 ISTRUCTURE
s 13 -03 y
N
dooument is the sok property of Archttecbrralics, Inc. rand all design, m nufacturing,uction, use and sale rights regarding the same
xpressly forbidden. R Is submitted under a
ential relationship, for a special purpose, and
-Werd, by accepth"this document assumesdy and agrees that this document will not be
- reproduced inwhole or in pat, nor its
nts revealed In any manner or to any person
t fa the purpose far wkIh ti was tendered, rmrspecial features peculiar to this design be
orahM M other projects.roved Bye Approvede Type
11108 C
Job Number
Sheet Number' Rev.
GHM-60.10
.090" ALUM. FACES VER5ILOCKED
TO ALUM. CHANNEL FRAME
3/4" X 3/4" X 1/8" ALUM. ANGLE SCREWED
TO FACE OF CENTER CABINET TO ALLOW
FOR ATTACHMENT OF ACCENT CABINETS
7
--------------------------------------------------- _____-- ,-r -------
-- - ---
Q--------- --------
#12X2" 5.5. C.5. SHEET METAL SCREWS
I TO SECURE CABINET TO ALUM. ANGLE —4
1 ra19enr.. I
I
AGI ALUM. ANGLE GRIP EXTRUSION
FASTENED TO CENTER CABINET W/ '
#10 X 3/4" 5.5.H.H. TEK SCREWS
-------------------------,
1 #12 X 2" 5.5. C.S. SHEET METAL 5CREW5 I
TO SECURE CABINET TO ALUM. ANGLE @ 12" O.C.
I I /� 3/4" X 5/8" X 1" LONG PVC SPACER 1
------------ ERP
ANELS --------- --I /
cCIVF-D
I
APR 22 2013 I
c (�LL.0I'M LNT
I
.090" ALUM. FACES VER5ILOCKED
TO ALUM. CHANNEL FRAME
I
I
---------------------
#12 X 2" 5.5. C.5. SHEET METAL SCREWS
TO SECURE CABINET TO ALUM. ANGLE —y ----
I @ 12" O.C. I .
------�
BRAKEFORMED ALUM ANGLE GRIP
2" X 1/8" ALUM BAR STOCK WELDED INTO
CHANNEL FRAME TO SEAT INTO VERTICAL
ANGLE GRIPS
13/16" ALUM. CHANNEL FRAME
I
-------------------------------------------------------------------------------
Ross Bryan Associates, Inc.
Engineers
227 French Landing Drive Nashville, TN 375
DESIGNED IN
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
BUILDING CODE
'SEALED FOR STRUCTURAL COMPONENTS ONLY'
It Is unlawful to akar this document u IW by •
n I r.elnr�
t ��IARD y
PLANNING APPROVED
leo changes can be made. to these
plans without approval from the
Planning Di sion of D
Approved B
Date: ' ✓
3/4" X 3/4"X 1/8" ALUM. ANGLE MECHANICALLY FASTENED
TO FACE OF CENTER CABINET TO ALLOW
FOR ATTACHMENT OF ACCENT CABINETS
13/16" ALUM. CHANNEL FRAME
BLOW UP DETAIL
GHM 60.11 3/8" =1"
Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
DETAIL
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior
Exterior
❑. Single Faced
Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts
Amps(+/-)
❑ 277 Volts
Amps(+/-)
❑
Amps(+/-)
❑ U/L Listed
❑ Non U/L Listei
Location
Windload
Area
Weight
E Drawing Revisions
Drawn By Date Change
n By
07.24.12 STRUCTURE
Thisdocument Is a e sole property mf Architectural
arapldes. Ins. , d all design, anufacturing,
reproduction, —It
sale rights regarding the same
-P-51Y forbidden. n is submitted under a
congdemial relationship, for a special purpose, and
the reolplent, by accepting this document assumes
custody arM agree: that this document will not be
eapkd. or reproduced M whole or M part, nor Its
Contests reveaMd hl arty manner or to any person
sept for the purpose for which h was tendered, nor
any special features peculiar to this design be
Incorporated In ether projects.
Approved By _
Date Approved
3
Vol(/Code Type
11108 C
Job Number
Sheet Number' Rev.
GHM-60.11
r
RECEIVED
APR 2 2 2013
(.
Iii-.vt LUI'tViLNf
7 -10 3/4"
I I
OF UPRIGHTS
21-0110 2'-0110
1 FOUNDATION DETAIL
GHM-60.1 1/2" =1' - 0"
LINE OF ALUM. CABINET
=L TUBE UPRIGHT
EL BASE PLATE
I 5TRENGTH NON -SHRINK GROUT
'LING NUT
0 X 24'LONG GALVANIZED STEEL
EADED ROD W/ MIN. 18" EMBEDMENT
Ross Bryan Associates, Inc.
Engineers
227 French Landing Drive Nashville, TN 37228
DESIGNED IN
ACCORDANCE
WITH 2006 and
2009 INTERNATIONAL
BUILDING CODE
'SEALED FOR STRUCTURAL COMPONENTS ONLY'
ft Is unlawful to after this document as sealed by a
nr-l-aalahhai --
rOM NUT
FORM THREADS TO PREVENT SLIPPING
D PSI CONCRETE FOUNDATION
-------------------
V5 GR60 REINFORCED VERTICAL REBAR
PORT5 ON AN 18" PATTERN
I
NOT WELD REBAR I
I.3" CONCRETE COVER
-------------------
4 GR60 REINFORCED HORIZONTAL
AX TIES
NOT WELD REBAR
I. 3h' CONCRETE COVER
MATERIAL SPECIFICATIONS:
(UNLESS OTHERWISE NOTED)
CONCRETE - 2500 PSI (1.2 CUBIC YARDS)
REINFORCING - GRADE 60 W/ 311 MIN. COVER
jY�.11 Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
FOUNDATION
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listed
Location
Windload
Area Weight
Drawing Revisions
Drawn By I Date Change
Ai JLM 1 07.24.12 ISTRUCTUREJ
This Aocumerd lea a sole property me Architectural
Graphics, Inc. , d all design, facturing,
reproduction, use and sale rights regarding the same
are -p—ay forbidden. it Is submited under a
confidential relationship, for a special purpose, and
the reclplent, by accepting this documarht m .
custody
custody and agrees that this docuerd will t be
copied or `produced M whole or In part, nor its
rd
eantea revealed In any manner or I any person
except for the purpose for which it was tendered, nor
any special features peculiar to this design be
Incorporated In other projects.
F
proved Bye Approved
EMM
de Type
11108 C
Job Number
Sheet Number' Rev.
GHM-60.12
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MATERIAL SPECIFICATIONS:
(UNLESS OTHERWISE NOTED)
CONCRETE - 2500 PSI (1.2 CUBIC YARDS)
REINFORCING - GRADE 60 W/ 311 MIN. COVER
jY�.11 Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
PROLOGIS
Sign Type
GHM-60
Drawing Type
FOUNDATION
Date 02.15.12
Lead Drafter NJC
Drawn By JLM
Project Mgr. C. QUIGLEY
General Sign Specifications
❑ Interior Exterior
❑ Single Faced Double Faced
Non -Illuminated
❑ Illuminated
❑ 120 Volts Amps(+/-)
❑ 277 Volts Amps(+/-)
❑ Amps(+/-)
❑ U/L Listed ❑ Non U/L Listed
Location
Windload
Area Weight
Drawing Revisions
Drawn By I Date Change
Ai JLM 1 07.24.12 ISTRUCTUREJ
This Aocumerd lea a sole property me Architectural
Graphics, Inc. , d all design, facturing,
reproduction, use and sale rights regarding the same
are -p—ay forbidden. it Is submited under a
confidential relationship, for a special purpose, and
the reclplent, by accepting this documarht m .
custody
custody and agrees that this docuerd will t be
copied or `produced M whole or In part, nor its
rd
eantea revealed In any manner or I any person
except for the purpose for which it was tendered, nor
any special features peculiar to this design be
Incorporated In other projects.
F
proved Bye Approved
EMM
de Type
11108 C
Job Number
Sheet Number' Rev.
GHM-60.12
f. C
P
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4
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APR 2 2 2013
— — 281'-O'
►
OFFICE AREA A = 2,082 SF
► AREA OF OVERHANG = 288 SF
TOTAL = 2,370 SF
I •
i
Nix
s
• 501-01 •AVAILABLE WAREHOUSE AND OFFICE
TYPICAL � 18. TOTAL AREA: 73,086 SF
WAREHOUSE AREA = 66,173 SF
AREA OF OVERHANG = 1,081 SF
TOTAL = 67,254SF
OFFICE AREA B = 3,174 SF \
AREA OF OVERHANG =288 SF
TOTAL = 3,462 SF
U
mm
I
440'
Existing Sign to be removed
Property Line
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APR 2 2 2013 w ° E. so °
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