18-104014r
ti
Sign
City ofFedePermit #:18 -104014 -00 -SG
Community Developmentopment Dept.
33325 8th Ave S
Federal Way, WA 98003 Inspection Request Line: (253) 835-3050
Ph: (253) 835-2607 Fax: (253) 835-2609
Project Name: THE ARGYLE APARTMENTS
Project Address: 2517 S 316TH LN Parcel Number: 092104 9307
Project Description: Install (1) non -illuminated channel letter wall mounted sign.
Owner
Applicant
Contractor
PATHFINDERS ARGYLE HOLDINGS LLC
LUKE WALKERRAINIER INDUSTRIES INC
RAINIER INDUSTRIES LTD (GENERAL)
2517 S 316TH LN
18375 OLYMPIC AVE AVE S
RAINI1LO66QP (1/11/19)
FEDERAL WAY WA 98003
TUKWILA WA 98188
18375 OLYMPIC AVE S
TUKWILA WA 98188
Wall Sign Information
Reg. # Sign Type Illuminated # Sign Sign Face Sign Face Building
Faces Width (Ft) Height (Ft) Elevation
Sign A N/A Marquee No 1 6.00 1.00 East
Sign B East
Additional Permit Information
Comprehensive Plan Designation ........................... City Center Frame Zoning Designation ................................................. CC -F
PERMIT EXPIRES Monday, 25 March, 2019
Permit Issued on Wednesday, September 26, 2018
I hereby certify that the above information is correct and that the construction on the above described property
and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of
. /Wasshhiiington and the City of Federal Way.
Owner or agent: ` ��vVw CN a0l(- � Date:
THIS CARD IS TO REMAIN ON-SITE
"TM OF""", "- Construction Inspection Record
Federal Way INSPECTION REQUESTS: (253) 835-3050
PERMIT #: 18 104014 00 Address: 2517 S 316TH LN
Project: PATHFINDERS ARGYLE HOLDINC FEDERAL WAY WA 98003-5536
Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible
(read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if
you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card.
®
Footings/Setback (4110)
®
Final - Electrical (4055)
0
Final - Sign (4085)
EJ
Approved to place concrete
Approved
Approved
By
Date A -_ 2�, g
By
v` Date •
By �
Date !I _ a k
❑ Attachment (4010)
Approved
By Date I a
D
Rough Electrical
0
Final Electrical
EJ
Right of Way
Approved
Approved
Approved
By
Date
By
Date
By
Date
4ik
CITY OF
Federal Way
RECEIVED
AUG 212018
COMMUNN TYOF FDEyELOPMEfYT'
SIGN PERMIT
APPLICATION
PERMIT NUMBER v q - TARGET DATE 9
SITE ADDRESS 2 517 S 316th Ln
BUSINESS NAME ON SIGN Argyle
ASSESSOR'S TAX PARCEL # 0 9 2 1 0 4- 9 3 0 7 ZONING DESIGNATION
ELECTRICAL INCLUDED (Attaching to existing J -box) YesA PROJECT VALUE $:J. SZ
DETAILED PROJECT DESCRIPTION
(1) Canopy w/ metal roofing - Approx Dims - 13' wide x 4' deep x 8" tall
SIGN OWNER:
CONTRACTOR:
APPLICANT
PROJECT
CONTACT
NAME
PRIMARY PHONE
PRIMARY PHONE
Argyle Apartments
MAILING ADDRESS
( 253) 839 _ 3838
MAILING ADDRESS
_
FAX NUMBER
2517 S 316th Ln
ZIP CODE
E-MAIL ADDRESS
CITY
STATE
ZIP CODE
E-MAIL ADDRESS
Federal Way
WA
98003
NAME
PRIMARY PHONE
OFFICE PHONE
Rainier Industries
MAILING ADDRESS
(425 )981 - 1214
MAILING ADDRESS
_
CELL PHONE
18375 Olympic Ave S
ZIP CODE
E-MAIL ADDRESS
CITY
STATE
ZIP CODE
E-MAIL ADDRESS
Tukwila
WA
98188
WA STATE CONTRACTOR'S LICENSE:
EXPIRATION DATE:
FEDERAL WAY BUSINESS LICENSE:
RAINIL066QP
1/11/19
200010163800BL
NAME
PRIMARY PHONE
Luke Walker
425 981 1214
MAILING ADDRESS
FAX NUMBER
18375 Olympic Ave S
_
CITY
STATE
ZIP CODE
E-MAIL ADDRESS
Tukwila
WA
98188
lukew@rainier.com
NAME PRIMARY PHONE E-MAIL ADDRESS:
Luke Walker (425 ) 981 - 1214 lukew@rainier.com
I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I am
authorised by the owner of the
bo
thee above premises
l to perform the work for which the permit application is made.
SIGNATURE -&14%/ ' VGA'` -1/W l DATE: 9/1 7/ C9
PRINT NAME 1l � ( V V 1j V1t 1
PERMIT CENTER + 33325 8TM AVENUE SOUTH + FEDERAL WAY, WA 98003-6325 + 253-835-2607 + FAX: 253-835-2609 + Permitcenter(dcitvoffederalway.com
PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN
FREE STANDING
SIGNS
SIGN TYPE
Directional, Instructional tenant panel, etc.
SIGN TYPE
Monument Pedestal Pole
SIGN AREA
# of faces x 2
ILLUMINATED?
LANDSCAPING
(square feet
TOTAL
HEIGHT
BASE
HEIGHT
A
6 sq ft
No
E
En nce
B
B
C
E-4
C
D
SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY (LINEAR FEET):
BUILDING MOUNTED
SIGNS
SIGN TYPE
Directional, Instructional tenant panel, etc.
SIGN TYPE
Cabinet, Channel Letter Awning,etc.
SIGN AREA
ILLUMINATED?
BUILDING ELEVATION
N S E W
EXPOSED
BUILDING FACE
A
Marquee
6 sq ft
No
E
En nce
B
E-3
C
E-4
D
E
LARGEST EXPOSED BUILDING FACE (SQUARE FEET): 700 qft
635.5
�
EXEMPT SIGNS
SIGN TYPE
Directional, Instructional tenant panel, etc.
SIGN AREA
SIGN HEIGHT
NUMBER OF
SIGNS
E-1
E-2
E-3
E-4
E-5
Bulletin # 102 -May 3, 2016 Page 2 of 3 k:[Handouts/Sign Permit Application
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REVISION HISTORY
REV DESCRIPTION BY DATE APPR
A PRELIMINARY DWG TCS 7/16/2018
48" PR
ADDRESS:
2517 S 316TH LN 98003
PARCEL # 0921049307
4
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PR❑P RTY LjINE
OJECTION �
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Site Plan NEW MARQUEE
Scale: 1/16" =1'-0"
'MENT\Argyle Appartment Homes\404394 - peak canopy\404394-1-1 - standing seam peak canopy\Drawing\404394-1-1 - Argyle Apartment homes - site plan - Rl.dwg, 7/16/2018 4:52:02 PM, Adobe PDF
N
0
*FINAL INSPECTION REQUIRED
APPROVED
sky
Sign Code Approved:
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2 91-018�
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5
6
7 8
REVISION HISTORY
REV DESCRIPTION BY DATE APPR
A PRELIMINARY DWG TCS 7/16/2018
48" PR
ADDRESS:
2517 S 316TH LN 98003
PARCEL # 0921049307
4
PRy
R❑PERTY L_-iN
w
0
C E
PR❑P RTY LjINE
OJECTION �
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Site Plan NEW MARQUEE
Scale: 1/16" =1'-0"
'MENT\Argyle Appartment Homes\404394 - peak canopy\404394-1-1 - standing seam peak canopy\Drawing\404394-1-1 - Argyle Apartment homes - site plan - Rl.dwg, 7/16/2018 4:52:02 PM, Adobe PDF
N
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*FINAL INSPECTION REQUIRED
APPROVED
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Sign Code Approved:
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Date:
ooDnly�
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2 91-018�
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CITY OF FEDr;FwL 4�'AY
> rn
COMMUNITY DEVELOPMENT
CM
ALUMINUM MARQUEE
CD
m
X = ± 1/4'
ARGYLE APARTMENT HOMES
SITE`PLAN
Z c�
.XX = ± 1 /16"
NIAy
(n CD
ANGLES = ± 1 °
RAINIER INDUSTRIES LTD:,,.
_,.:...,I
404394-1-1
E
GENERAL NOTES
1. These drawings have been prepared primarily to safeguard against major structural damage and loss of life, not to limit
damage or maintain function -as per requirements of the current accepted building code as listed in the Basis for Design.
2. An experienced licensed contractor with a working knowledge of applicable codes and industry accepted standard
practices shall perform the work depicted in these drawings.
3. All work shall conform to the minimum standards of the current governing building code and industry specific
specifications and standards. The contractor shall comply with requirements of all regulatory agencies with authority over
any portion of the work. Work not explicitly shown on these drawings shall conform to all applicable codes and accepted
standard practices.
4. The contractor shall verify all dimensions, elevations and conditions on these drawings with the architectural and all
other discipline drawings prior to start of construction. Notify architect or EOR in writing before the start of construction
regarding discrepancies, omissions or variations, or they shall become the sole responsibility of the contractor. Notes and
the specific details on these drawings take precedence over general structural notes and typical details.
5. Construction methods are not indicated on these drawings. The contractor shall be solely responsible for all methods,
sequences and procedures of construction. The contractor shall provide adequate shoring, bracing, formwork, etc. as
required for the protection of life and property during construction.
6. Openings, pockets, etc. larger than 6 inches shall not be placed in structural members unless specifically detailed on
these drawings. When drawings by others show items in structural members not shown on the structural drawings, notify
the engineer in writing to determine correct disposition.
7. Site visits by the EOR are a resource for the contractor and shall not be considered as special inspections.
8. General inspection and special inspection shall be performed during construction as required by the local governing
municipality.
BASIS FOR DESIGN
1. Governing Building Code: 2015 International Building Code
2. Risk Category: II
3. Roof Loads:
Dead Load = self weight + 4.0 psf misc. dead load
Live Load = 20 psf
Snow Load = 25 psf (minimum required snow load)
4. Wind Design:
Basic Wind Speed = 110 mph
Wind Exposure = C
Risk Catagory II
Mean Roof Height = less than 15'-0"
5. Seismic Design:
Wind loads govern lateral structural design.
FILE NAME P: IDTSOEVELOPMENTARGYLE APPARTMENT HOMES1404394 - CANOPY1404394-1-1 - STANDING SEAM CANOPYDRAWINGWAROUEE AND G&
REVISIONS HISTORY
REV DESCRIPTION BY I DATE APPR
APRELIMINARY DESIGN TCS 1 6;9/2017 1
0.17
STRUCTURAL ALUMINUM ��� rr�. ����� �� �"
1. All aluminum alloys shall be minimum 6061-T6 with minimum tensile yield stress 35 ksl S• %'! ST _, �C�
U.N.O. S/UN1L Vv
2. All aluminum welds shall conform to current aluminum specifications.
3. Aluminum parts shall be welded with an inert gas shielded arc or resistance welding
process. No welding process that requires a welding flux shall be used. Only filler alloys
complying with the governing code and specifications requirements shall be used. 08.14.2018
4. All welds of structural members shall be performed by welders qualified in accordance with
the governing code procedures.
5. Welding of aluminum shall be in accordance with nationally recognized standards.
6. Oxygen cutting of aluminum alloys shall not be permitted.
7. Where aluminum alloy parts are in contact with dissimilar metals (other than stainless,
aluminized or galvanized steel) or absorbent building materials likely to be continuously or
intermittently wet, the faying surfaces shall be painted or otherwise separated in accordance
with the current aluminum specifications.
8. During erection, structural aluminum shall be adequately braced and fastened to resist
dead. wind and erection loads.
FASTENERS
1. Screws shall be self -tapping hex head sheet metal screws with current ICBO/ICC rating for
material into which installation occurs.
2. Screws which are removed shall be replaced with a larger diameter screw where
replacement is made into an existing hole. Replace all screws which strip out material.
3. Screws shall be spaced no closer than 5/8" o.c. and maintain a minimum free edge distance
of 1/2", U.N.O.
4. Clip angles or flat clips used for attachment shall be a minimum of 33 mils, U.N.O. Size all
clip angles and flat clips to maintain minimum screw spacing and edge distances as noted
above.
5. All screws #8 and larger shall have a minimum head size of 5/16". All screws shall have
sufficient length to ensure penetration into aluminum/steel by at least (2) full diameter threads.
6. All screws shall be a minimum of #8 self -tapping screws, U.N.O.
7. All anchors installed into concrete shall be Hilti KB TZ expansion anchors (ESR -1917) or
Hilti HIT -RE 500 -SD adhesive anchors (ESR -2322). All anchors installed into CMU shall be
Hilti KB III expansion anchors (ESR -1385) or Hilti HIT HY-150 adhesive anchors (ESR -1967).
Approved equivalent anchors with current ICBO/ICC reports may be used at the contractor's
discretion.
8. All bolts shall be installed as bearing -type connections with threads excluded from shear
plane (type "x" connection), U.N.O. High-strength bolts shall be snug tightened using any
AISC approved method and do not require special inspections unless noted otherwise. All
bolts in slotted or oversize holes and all high-strength bolts shall be installed with washers.
SPECIAL INSPECTION
1. All required special inspections shall be performed in accordance with the current accepted
building code. Check with the local building department for required special inspections.
2. The special inspector shall be a qualified person who shall demonstrate competence, to the
satisfaction of the local building department, for the inspection of the particular type of
construction or operation requiring special inspection.
3. The special inspector shall inspect the work assigned for conformance with the approved
contract drawings and specifications. The special inspector shall furnish inspection reports to
the local building department, the EOR and other designated persons required by the
governing building official. All discrepancies shall be brought to the immediate attention of the
contractor for correction, and then if uncorrected in a reasonable period of time, the EOR and
the building official shall be notified. The special inspector shall submit a final signed report
stating whether the work requiring special inspection was, to the best of the inspectors
knowledge, constructed in conformance with the approved plans and specifications and the
applicable building code provisions
4. Inspectors shall inspect from an approved set of contract drawings, shop drawings shall not
be used in lieu of the approved contract drawings for inspection purposes.
5. Certificate of approval regarding materials and inspection of prefabricated items shall be
provided in accordance with the current accepted building code. RECEIVED
AUG 2 9 2018
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
ALUMINUM MARQUEE
X =± 1/4" ARGYLE APARTMENT HOMES GENERAL ENGINEERING NOTES
XX=±1/16" NSA°,... P0.5
RAINIER INDUSTRIES LTD -
ANGLES =± 1° 404394-1-1
A
2
NOTE:
POWDERCOAT COLOR TO MATCH RED FROM ARGYLE APARTMENTS' SIGN.
WOODEN SOFFIT DIRECTION TO BE FROM FRONT TO BACK
LETTERS TO BE ADDED TO THE FRONT TOP OF CANOPY
COLOR OF LETTERS TO BE WHITE
('�
l JV)naA
3
DESCRIPTION QTY
4
AEP STANDING SEAM COVER 1
5
2
6
ALL
7
P2 PLOT PLAN
I
8
P3 ELEVATION VIEW
9
10
I
B
C
FBI
2
PART NUMBER
TIE -EYE
1X1 ALUM PURLIN
1X1 ALUM RAFTER
C5 X 2.75 ALUM CHANNEL
2 gA AEP -SPAN HR -36 ROOFING 70in X 170in
25in x lin TEK SCREW
C8 x 4.75 ALUM CHANNEL
1" TIE BACK ARMS
WALL EYE ASSEMBLY
WOODEN SOFFIT
QTY
2
3
7
I
1
72
4
2
2
1
ISOMETRIC VIEW OF MARQUEE ASSEMBLY
QTY (1)
SCALE 1:50
3
4
SCALE 1:64
E
SHEETINDEX
NOTE:
POWDERCOAT COLOR TO MATCH RED FROM ARGYLE APARTMENTS' SIGN.
WOODEN SOFFIT DIRECTION TO BE FROM FRONT TO BACK
LETTERS TO BE ADDED TO THE FRONT TOP OF CANOPY
COLOR OF LETTERS TO BE WHITE
('�
l JV)naA
DELIVERABLES
DESCRIPTION QTY
ALUMINUM MARQUEE 1
AEP STANDING SEAM COVER 1
TIE BACK ARMS 2
WALLEYE 2
FILE NAME. P9DTS0EVELOPMENTIARGYLE APPARTMENT HOMES\404394 - CANOPY\404394-1-1 - STANDING SEAM CANOPY\DRAWING?MARQUEE AND GO\
5
6
7 8
REVISIONS HISTORY
DESCRIPTION BY DATE APR
PRELIMINARY DWG TCS 7/16/2018
TO PROVIDE COVER OUTSIDE APARTMENT OFFICE
)ESIGN CONCEPTS ARE PROTECTED UNDER FEDERAL COPYRIGHT
ARE THE PROPERTY OF RAINIER INDUSTRIES, LTD. ANY
:TION OF THIS DESIGN CONCEPT WITHOUT WRITTEN CONSENT IS
f FORBIDDEN
)NT
08.14.2018
SHEETINDEX
PAGE SHEET DESCRIPTION DEPARTMENT
P0.5 GENERAL ENGINEERING NOTES
ALL
P1 COVER SHEET
ALL
P2 PLOT PLAN
I
P3 ELEVATION VIEW
I
fmj�TACHMENT DETAIL
I
FRAME DETAIL
M
P7 TIE BACK ARM
M
P TIE EYES
ROOFING DETAIL
M
M
P9 WOODEN SOFFIT
M
C0
INUM LETTER SIGN
M
QQPMENT
.X =± 1/4" ARGYLE
APARTMENT HOMES
COVER SHEET
XX = ± 1/16"
ANGLES = ± 1'
RAINIER INDUSTRIES LTD
N_ -z
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404394-1-1�
AI
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1 2 3 4 5 6 7 8
REVISION HISTORY
REV DESCRIPTION BY DATE APPR
A PRELIMINARY DWG TCS 7/16/2018
Elevation View A
Scale: 1/64" = V-0" O
AUG 2 9 2018
KAL WAY
.X = ± 1/4" ARGYLE APARTMENT HOMES SITE PLAN
.XX = ± 1/16" /'ft NIA P 1.5
RAINIER INDUSTRIES LTD
ANGLES = ± 1' '� 404394-1-1
AI
B I
C
D
E
1 2 3 4
156"
121
A811
ARGYU
7 E ❑❑A ,
102"
i
8"
SECTION VIEW OF MARQUEE WITH 8" GUTTER & FLASHING
SCALE 1:20
ELEVATION VIEW OF COMPLETE ASSEMBLY
SCALE 1:50
FILE NAME. P. 1DTS,DEVELOPMENT`ARGYLE APPARTMENT HOMES1404394 - CANOPY1404394-1-1 - STANDING SEAM CANOPY\DRAWINGWARQUEE AND GOl
5 6 7 8
[4'-0"]
48"
[13'-0"]
156"
TOP VIEW OF MARQUEE ASSEMBLY - WITHOUT STANDING SEAM & FLASHING
SCALE 1:50
MARQUEE OUTER FRAME O� /
� w
3/8"X4" LAG BOLT OR RATED ATTACHMENT O
nP �o� ,� 46272
3/16 VSs 7o,vaT
1/4"X 1" TEK SCREW 12" O.C.
AEP STANDING SEAM METAL ROOFING 08.14.2018
MARQUEE INNER FRAME
1"X1" ANGLE TO ATTACH WOODEN SOFFIT
1 "X6" WOODEN SOFFIT COVERING BOTTOM EXISTING WALL
WOOD STUD
RECEIVEb OTHERS)
5" C CHANNEL GUTTER
DETAIL D AUG 2 9 2018
GUTTER CROSS SECTION CITY OF FEDERAL WAY
8" C CHANNEL OUTER FRAME SCALE 1:8
COMMUNITY DEVELOPMENT
ALUMINUM MARQUEE
.X =± 1/4" ARGYLE APARTMENT HOMES ELEVATION VIEW
XX=±1/16" NA._. P3
RAINIER INDUSTRIES LTD
�/% ANGLES = ± 1 ° 404394-1G1
A I
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1 1 2 3 1 4
Q 156"
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❑ ❑ ❑ ❑Q I
ELEVATION VIEW OF COMPLETE ASSEMBLY
SCALE 1:50
S
8°
E
48" -
SECTION VIEW OF MARQUEE WITH 8" GUTTER & FLASHING
SCALE 1:20
FILE NAME: P:1DTSIDEVELOPMENTVaRGYLE APPARTMENT HOMESl404394 - CANOPY1404394-1-1 - STANDING SEAM CANOPYIDRAWINGIMARQUEE AND GO1
5
318"X4" LAG BOLT
UPPER TIE EYE ASSEMBLY
MARQUEE OUTER FRAME
3/8" X4" LAG BOLT OR RATED ATTACHMENT
5" C CHANNEL GUTTER
8" C CHANNEL OUTER FRAME
6
7
DETAIL S
UPPER TIE EYE ATTACHMENT
SCALE 1:8
3
i
-z' C n
- o
0 461272
ST
EXISTING WALL Y to IS T t
2"X 6" WOOD STUD
(BY OTHERS)
08.14.2018
EXISTING WALL
2"X 6" WOOD STUD
(BY OTHERS)
RECEIVED
AUG 2 9 2018
CITY OF FEDERAL WAY
SCALE 1:8 .IMMUNITY DEVELOPMEtdT
ALUMINUM MARQUEE
.X =± 1/4" ARGYLE APARTMENT HOMES ATTACHMENT DETAIL
XX=±1/16" NIA _ P4
ANGLES 1 °
RAINIER INDUSTRIES LTD -
= ± 404394-1 1
1 2
# QTY. DESCRIPTION Part ANGLEI ANGLE2
1
1
C8x4.25
45.00
45.00
A
2
3
1 i x lin x 0.110in Alum. Tube
1210-0011
0.00
0.00
3
2
Tie Eye
4
1
C8x4.25
0.00
0.00
5
7
lin x tin x 0.110in Alum. Tube
1210-0011
1.46
1.46
6
1
C5x2.32
0.00
0.00
7
2
C8x4.25
45.00
0.00
8
1
P1.5
0.00
0.00
B
9
2
L1x1x0.125
0.00
0.00
3"
156"
3 „
C
7
3 4 5 6 7 8
151 16
.21„ �C
2
3"
Qlz
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„ o -6272
P12„ L`211 SSS �ISTV�E�t�
TOP VIEW OF GUTTER
7��NAL C�
SCALE 1:20
08.14.2018
i
i
48"
„I
6
TOP VIEW OF MARQUEE FRAME
SCALE 1:28
1110%
31„
8
156"
3„
216"TYP• Gf, 216
I
I
I
I
G 11„
2
E PIPE LENGTH
8"
FRONT VIEW OF MARQUEE FRAME
SCALE 1:28
_aliwm k4 5e&
FILE NAME: P:1DTS0EVELOPMENT�ARGYLE APPARTMENT HOMES1404394 - CANOPY404394-1-1 - STANDING SEAM CANOPYIDRA`NINGIMAROUEE AND G01
'4
COMMUNITY DEVELOPMENT
SECTION G•G ALUMINUM MARQUEE
INNER FRAME DETAIL X =± 1/4" ARGYLE APARTMENT HOMES FRAME DETAIL
SCALE 1:20 XX = ± 1/16" N/A P5
RAINIER INDUSTRIES LTD - .:
ANGLES = ± 1 ° 404394 1-1
FILE NAME: P:IDTSIDEVELOPMENTb4RGYLE APPARTMENT HOMES1404394 - CANOPY1404394-1-1 - STANDING SEAM CANOPYIDRAWINGIMARQUEE AND GOA
FILE NAME. PADTSIDEVELOPMENT`,ARGYLE APPARTMENT HOMES1404394 - CANOPY1404394-1-1 - STANDING SEAM CANOPYIDRAWING'WARQUEE AND GOA
FILE NAME. PADTSIDEVELOPMENTIARGYLE APPARTMENT HOMES`,404394 - CANOPY1404394-1-1 - STANDING SEAM CANOPYIDRAWINGIMARQUEE AND GO\
FILE NAME: P:1DTS0EVELOPMENTlARGYLE APPARTMENT HOMESl404394 - CANOPY1404394-1-1 - STANDING SEAM CANOPY%DRAWINGMARQUEE AND GO\