Report 'RDLkRaCAS, (-N)() 0,
Project Name
Heritage Bank
Front Lit Channel Letters
7632 SW Durham Rd,Ste.125
(Raceway) Tigard,0R 97224
5" Aluminum Return \--- 7111.-
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Aluminum Back Ir
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3/16" Acrylic Face
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LED Illumination iii — ■
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Power Supply I \ i'vo,, s ■■
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Easy Install Raceway 0 ■ 111111 ■
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1" Trim Cap ► 1 Min um
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Date: Drawing: Sheet.
PERMIT 3 of 4
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 mph(max)
Exposure B (max) xi
Risk Category II (max)
GCp= -1.40
qh= 13.2 psf
F= -18.5 psf
Sign Dead Load= 4.00 psf(max) ° --..-- ___ II
d 5 in(min) ° '
111
Horiz.offset,x1 9 in(max) ° ° ° Vill ° _
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 anchors.
Anchor Capacities: DIRECTLY AGAINST
Brick
STRUCTURE
Fastener Options:
1)Powers AC100+Gold Epoxy,3 1/2"minimum embed into brick
2)Hilti HIT-HY 70 Epoxy,3 1/8"minimum embed into brick Solid area of sign(including raceway): 36.55 ft' x1
Anchor Size Brick Area per Allowable area per anchor: 8.2 fe per anchor 2"
_ Tensionm Shear(') anchor ft�� minimum#of anchors: 5 anchors(min.) MAX
0.25 200 200 8.2 Use 10 anchors
0.3.375 200 200 8.2
0.5 200 200 8.2 =�
Notes:1)Anchors to be spaced the lesser of a minimum of two bricks or 8"from other anchors or edges. -o ® ■
2)Anchors to be installed in sound,undamaged brick with sound,undamaged mortar joints. –
3)Fastener capacities in brick are limited to the assumed capacity of the material. _
THROUGH
NON-STRUCTURAL
FINISH
16'-0"
L J L J O
1'-91/8"
li 1
LOGO WRAP 1'.63/4"TERCOlpiii, Q
2.-23/8"
OVERALL
LETTER 8.. ta
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OVERALL RACED
.n
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3/8" DIA. THREADED ROD AT 4'-0"OC
MAX TOP AND BOTTOM W/HILTI HIT-HY
70 EPDXY EPDXY W/ EMBED= 3 1/8", 0:° PRO,
TYP (10) LOCATIONS �5�G ( N .„/o
725 4.P, j"-
-i
•
1 SIGN ELEVATION (N.T.S.) ••E ON o0
�lF/R y 08 , �Q1. Q
JOSEPH MP
EXPIRES: 12-31-2018
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)Tables assume 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`building 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 Heritage Bank Raceway Connection 181361
Project Name Project#
let Suite One Hundred
Portland,OR 97219 7632 SWDurham Road, Suite 125, Tigard, OregMk on
on
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Client Security Signs
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 EWAeiiii
www.miller-se.com By Ck'd Date Page 1 of 1
ENGINEERS