Plans r
33'-0"
Channel Letters
Illuminated SECURMY
Manufacture and install one(1)wall display SIGNS
WnA - l(51bs Quality Si-1925
'Express' 2424 SE Holgate Boulevard
Faces: .150 White Acrylic Portland,Oregon
Returns: .040 Aluminum, 5" deep, Heron Blue `'
Backs: .040 Aluminum, pre-coat white
x4 Bridge: Fabricated aluminum, paint to match fascia
�r. Illumination: White LEDs
INTERNATIONAL
`� • + - SIGN ASROCIAbH ...............
R.
'SM' Tab: .090' Aluminum painted white with applied NONT�X EET316N000NCII �L
Avery A9584-T Night Sky Blue vinyl
4m, Align Align PROJECT MANAGER
'Employment Professionals' Wrap Dylan Martin
Faces: .150 White Polycarb with applied Avery DESIGNER
28'-3 1/2" A9584-T Night Sky Blue J.Wallace
25'-0" Trim Cap: 1" Blue Jewelite
Returns: .040 Aluminum, 5" Deep, Heron Blue PROJECT NAME
Backs: .040 Aluminum, pre-coat white
Illumination:White LEDs _
CITY OF TIGARD
_ Raceway E
EWED FOR CODE COMPLIANCRistruction: fabricated aluminum, 5" x 22", �' 0
painted Miller 0555 Ocean Frigate o O
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• Installation rn
Z Wall Type: Concrete- verify. e `
PRIMARY ELEVATION Permilt fix, ting: Flush mount with 3/8" shielded lags. LM
Scale: 1/16" = 1' 0" Address Power Supplies: Raceway mounted.
Primary: One dedicated 120v/20amp circuit required
Suite#: er display PAGE DESCRIPTION
�} Date: ( rs Wall Sign
_ OFFICE COPY ■ Avery A9584-T Night Sky Blue REVISIONS
White Acrylic/ White Polycarb O Eliminate Option 1
■ Blue Jewelite! Heron Blue Returns
5" 5"
. PTM Miller 0555 Ocean Frigate
5" 5"
27"
CHANNEL LETTER RETURN 6copyright2015S ct,.ltysigns,ln<.
39 1/2.. U—th-red Rights u-, ep ood'ucwn. a"d�,
display shalt render the Irdnnger liable
1" JEWELITETRIM -- pluusat—y�:omasnddcosts,oe
--LED CABLE A"Ictmus.c aii 5Nj ...copyrign,
ACRYLIC FACES
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8-1/2" • I I � HEYCO REDUCER SNAP /a" POWERS TOGGLE BOLT ,«,
+ , _ — FRO BUSHING dth.N.ouIIIM This de„do oTbepr,
,Pp�<.a.wt.l<oa.,This;nclude.ww,
PRIMARY SINGLE POLE
NON-HARDENING
WEATHERPROOF SEALANT
End View SWITCH SERVICE DISCONNECT APPROVALS
LED MOD-60
POWER SUPPLY Client Signature
LED MODULES METAL OF FLEXIBLE CONDUIT
Landlord Signature
DRAIN HOLE
—PRIMARY BRANCH CIRCUIT
111111111111041EKI1101 11101 M: 25' x 33' = 825 S.F. JUNCTION BOX/SERVICE0
DATE: 1.14.16
WALL DISPLAY DETAILS - 39 Sq. Ft. Wff DISCONNECT
W03 825 x 5% = 41.25 S.F. Channel Letter Section Scale: NTS PAGE #:TOF 2
Scale: 1/2” = V-0" DRAWING#:
15-JW914r1 P
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/► SECURITY
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ate Boulevard
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• • • • PROJECT MANAGER
Dylan Martin
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DESIGNER
J.Wallace
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PROJECT NAME
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PAGE DESCRIPTION
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Unauthorized use,reprod t d,;,
,y
display shall render the I fnnger Labla
for up to$750.000 m Statutory Damages
plus attorneys fees and costs,for each.
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inhingemem.under the U.S Copynaty
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APPROVALS
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Client Signature
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DATE 1.14.
16
.�- �. - . •` . a PAGE#: OF 2
DRAWING#:
15-JW914r1 P
WALL SIGN ANCHORAGE CAPACITY TABLES:Scope of work is for the anchorage of the raceway to the supporting structure only.
LOADING CRITERIA:(ASCE 7-10
3-secong gust Speed 120 Imph(max)
Exposure B (max) x1
Risk Category II (max)
GCp= -1.40
qh= 13.2 psf
F= -18.5 psf
N
Sign Dead Load= 4.00 psf(max) - ---- — - � x
d= 22 in(min)
Honz.offset xi= 7.5 in(max)
Vertical offset,x2= 4 in max
The area used in the'area per anchor'column of the table is the actual solid area of the sign(including the raceway)
Take the total solid sign area and divide by the'Area per anchor'listed in the tables to determine required number of anchor
Anchor Capacities: ECTLY AGAINST
PROF V DIRSTRUCTURE
/'r STRUCTURE
61 xt
72525PE 2„
MAX
z. N
P� 0g , �Q
Fs OSEP H �� 4THROUGH
Plywood/Metal Siding
. NON-STRUCTURAL.
1)Snap Toggler with Threaded Rod
Fastening Options EXPIRES:12-31-2016 FINISH
2 #12 wood or metal screws
Anchor Size Plywood or Metal Siding Area per Area with non- Solid area of sign(including raceway). 41 15 n'
Tension Shear anchor,ft,
structural finish Allowable area per anch r: 7 7 ft'per anchor
#12 Screw 66 108 10.8 3 rn - n-n c 0 6 anchors(min.)
0.25 70 120 11.8 3.2 Use 8 anchors
0.375 195 140 21.3 7.7 -
0.5 230 160 24.6 9.1
Notes:1)Metal Siding(without plywood)to be minimum 24ga.thick.
2)The non-structural finish to be no more than 2"thick.A 1'dia 3/8" DIA. SS ROD WITH SNAPTOGGLE THROUGH
pipe spacer is required at non-structural finishes EXISTING SIDING AND METAL STUD, TYP. (8)
LOCATIONS, PROVIDE 1" DIA. PIPE SPACER
BETWEEN RACEWAY AND SIDING
---- ------— ---
27" _
39 112"
8-1/2" /
_ t
General Notes:
1)Unless there is an anchorage option for non-structural finishes.there is to be no gap between the structural support and the sign framing
2)Tables are for the anchorage of the sign to the building only.The design of existing structure and sign framing is not a part of the scope of these tables
3)Waterproofing of the connection is to be designed by others.
4)When using a manufactured fastener,follow all requirements and recommendations listed by the manufacturer
5)Anchors exposed to the weather or in contact with aluminum to be adequately protected to prevent corrosion.
6)Tablesassume sign is located in a building corner zone and that the center of the signage is located above the center of the raceway.
7)If the sign is located outside'0.1'1building width'from the corner,multiply the square footage values times 1.25.
8)The anchors are to be equally distributed along the top of the raceway.
9)A minimum of two fasteners are required at the top of the raceway and the hoizontal anchor spacing is not to exceed 6'o c
^ ' 9570 SW Barbur Blvd Project Name - Express Raceway Connection Project# 160049
I Suite One Hundred
Portland,OR 97219 Location 10115 SW Nimbus, Suite 500,
Client Security Signs
_
- _ —
L L E R phone 503.246.1250
CONSULTING Fax 503.246.1395 CJM1144,1" 1/22/16 1 Oft
www.miller-se.com By —— Ck'd. Date __ _ Page
ENGINEERS