SGN1997-00174 CITY OF TIGARD
, � DEVELOPMENT Hall Blvd., Tigard, SERVICES SIGN PERMIT
PERMIT #: SGN97 -0174
DATE ISSUED • 12/18/97
PARCEL.........: 251 O2CB -0`300
ZONE • C —G
JURISDICTION...: TIG
BUSINESS NAME..: MULLIKIN MEDICAL CENTER
SIGN LOCATION..: 13200 SW PACIFIC HWY
APPLICANT /AGENT: MULLIKIN MEDICAL CENTER
BUSINESS TAX NO:
SIGN:
PERMANENT (X) FREESTANDING ( ) FREEWAY ( )
TEMPORARY ( ) WALL (Y) ELECTRONIC ( )
OTHER ( ) BILLBOARD ( ) BALLOON ( )
SIGN DIMENSIONS • 2' X 26'
TOTAL SIGN AREA • 52 sq.ft.
WALL AREA. ....... 2250 sq.ft.
WALL_ FACE (DIRECTION): W
SIGN HEIGHT • 18 ft.
PROJECTION FROM WALL.: 0 in.
ILLUMINATION • INT
DESCRIPTION OF SIGN: Installing a permanent 52 sq. ft. awning sign
MATERIALS ............: METAL /FABRIC
EXISTING SIGNS • 0
ELECTRICAL PERMIT REQUIRED: Y
BUILDING PERMIT REQUIRED..: Y
ADMINISTRATIVE EXCEPTIONS.: N/A
•
PERMIT FEE: $ 50.00
This permit is issued subject to the regulations contained in the
Tigard Municipal Code, State of Ore. Specialty Codes and all other
applicable laws. All work will be done in accordance with approved
approved plans. A sign permit shall expire 90 days from approval date.
A temporary sign shall expire 30 days from a.pfval date. A balloon sign
shall expire 10 days from approval date.
APPROVED BY:
SIGNATURE:
DATE: 12/18/97
0
SIGN PERMIT APPLICATION
y ,; ' I 'l a 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX: (503) 684 -7297
CITY OF TIGARD
E INFORMATION {
G NERAL (PLEASE PRINT CLEARLY) Ca.°
Sign Address /Location: f - oZUQ - IAJ PPrC t FIC 1
>s FOR STAFF USEONLY
I
Name -
e ofTnn Tenant/Business: a t/Bus Hess: � t K
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hn�z
2
r /�,,� 'Date'Received:`.' `,: -_1t
Address: 1 0 1,t) PiaC/FIG ' x,01 Tl -1� /CR
Received By :: :_ &' . -
Applicant/Agent/Contact Person: Plc-IL MI C-1- ,
Sign Com an : Phone: 3 l b' t : No.(s) : . X17: Ol
9 P Y VVfD UI)2R- s1loN(�m, hone: �� x / 77 3 :: DO
;; Fee: :` .
Address: 1.
. ( 1,5 14-t�N fcl
a Recei No '., O ;
rr _ #:'.:
City: U 1 e2 State: L07 Zip: ! giptoc '''''': »:> .:::
Ap proved; B : : % :.:
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Sign Company C.C.B. #: (P T ! s-/ D . of Appr .1 - I '?
Expiration Date: I / Expiration; Date: "`" , :' j • '•
City of Tigard Business Tax #: `
: :Zoning : >' : k '' ` :: •
(or) Expiration Date:
Metro Business et o us Hess License #: ao .
Expiration ton Dat
e.
f ectrical';Permit Required? Yes '❑_ No ❑
Proposed Sign: (check as many as applicable) <: Building PermitR ?.Ye No ❑
rm n
j 98 1cu In astersls a doc
Pe a ent
Temporary ❑ Wall Electronic ❑
Other ❑ . Billboard 'E Balloon ❑
GoN ct{iq -ivy c N /Ne9- .- ... _. . _ .
Sign Dimensions: 6 pp'/ 14- 12F-A ,.` x..10
Total Sign Areas (sq. ft.): 6 16 REQUIRED SUBMITTAL ELEMENTS
Total Wall Area (sq. ft.): Ia5' x /R = , SZ sq �T
Direction Wall Faces: (circle one) N S E 0 NE NW SE SW Completed Application Form
Height (ft.): / ❑ Site /Plot Plan Drawn to Scale
Projection from Wall: 3c " (2 copies, 3 if a building permit is required)
Illumination: Yes M No ❑ Type: Internal 0 External ❑ ❑ Elevations Drawn to Scale
(2 copies, 3 if a building permit is required)
U.L. Label #: 4 67/ rUC4/ L 1 STS
❑ Applicant's Statement
Copy: tYl U u-1 KM/ f I c,i C_-#‘17-6F-e. ❑ Fee (Permanent Sign, any size) $50.00
Materials: ME-1 4- 14gi2/G ❑ Fee (Temporary Sign) $15.00
Are there any Existing Signs at this Location? Yes 3( No ❑ I certify hat I am the recorded owner of the
If yes, a list of all slim dimensions must also be submlttedi
ACGD wl/i4Ny //L6 P�Z� IT prope • r_an . ent authori by the owner.
NOTE:4 If work authorized under a sign permit has not been //
completed within ninety days after the issuance of the 1
permit. THE PERMIT SHALL BECOME NULL AND VOID. Applicant's Signature
1
. )
i ( i I / t I i "--- t/o /
.. 1 CITY OF TIG ARD
� T� f� �K� N �' Approved [‘--1° .
I.: .---...\ ! / / Conditional pproved [ j
I I ( For only the Work as described in:
PERMITNO.JG4J I/ O _ l'
See Letter to. Follow [ j
(Attach J
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Mullikin Medical Center
ti- as -ON
Mullikin Medical Center
RECOVER EXISTING CORNER MOUNT BUILDING AWNING
REMOVE EXISTING AWNINGS - REFINISH FRAMES AS REQ'D
RECOVER WITH COOLEY ERADICATEABLE FABRIC - PROCESS BLUE
GRAPHICS - REVERSED OUT WHITE
SCALE 1/8 "= 1 -0" REVISED FOR
PRODUCTION
10315.97 /MULLMD -A
REVISED 1 1.17.97 VananiVerSign MULLIKIN MEDICAL CENTER - TIGARD/ BUILDING AWNING
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MULLIKIN MEDICAL CENTER
AWNING
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Tigard, Oregon
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For
Vancouver Sign Company
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STRUCTURAL CALCULATIONS
MULLIKIN MEDICAL CENTER
AWNING
Tigard, Oregon
For
Vancouver Sign Company
December 2, 1997
ALL COMPUTATION AND STRUCTURAL ENGINEERING
FOR THIS PROJECT HAVE BEEN PERFORMED
BY MYSELF OR UNDER MY DIRECT SUPERVISION.
REVIEW OF THIS PROJECT IS LIMITED
TO INFORMATION IN THESE CALCULATIONS, ONLY.
THESE CALCULATIONS ARE FOR THE PROJECT AND SITE REFERENCED ABOVE,
AND DO NOT APPLY TO OTHER SIMILAR CONFIGURATIONS
OR SAME CONFIGURATIONS AT THIS OR AT A DIFFERENT SITE.
. 15
C.G�.� -97
Exp{res b30-1�
KRAMER GEHLEN &ASSOCIATES, INC.
CONSULTING ENGINEERS
400 Columbia Street, Suite 240
Vancouver, Washington 98660-3117
-2661
(360) 693-1621 (503) 289
ASSOCIATES,INC.
o ColumbN St,Sulo 240
GEHLEN
v4ncoI or,WA"660-3117 ASSOCIATES
9601613-1921503 1266.2661 Fax:3601626-1572
s
onsulting Engineers / Structural 1 Civil
FAX COVER SHEET
I
DATE: December 2, 1997
FROM: Dave Littler
TO: Dick Miller Fax: (360)693-2747
COMPANY: Vancouver Sign
PROJECT: Mullikin Medical Center Awning
KGA NO.: 97463
SUBJECT: Awning Frame Reinforcement Details
COMMENTS:
Dick: As we discussed on the phone last week our calculations indicated that the neither the
existing 26 in.wide nor the existing 5 R wide canopy frames are strong enough to resist the
wind and snow loads required by the 1994 UBC. As you requested we are attaching(2)
8 1/2 x 11 details which show how the two different frames can be reinforced with new tube
diagonals so that they can safely resist the UBC code wind and snow loads. We are also
attaching a copy of our structural calculations.
If you have any questions about this or if you need any additional information,please call.
COPIES TO:
NUMBER OF SHEETS(INCLUDING COVER SHEET):3
IF THERE IS A PROBLEM,OR IF YOU HAVE ANY QUESTIONS, PLEASE CALL PAT.
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Kramer Gablen Associates Inc. Job 0
Page ❑
Date 0
❑
Millikin Medical Center Awning 0
Analysis of 26 in. bide Awning frame ❑
❑ ------------------- ------
Nodes Member Quarter Points ❑
No I J I-End 1/4 1/2 3/4 J-End ❑
--------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC--0
A 0.01 4 0.01 4 0.01 4 0.01 4 0.01 40
-0.02 5 -0.02 5 -0.02 5 -0.02 5 -0.02 50
v 0.13 5 0.13 5 0.13 5 0.13 5 0.13 50
-0.08 4 -0.08 4 -0.08 4 -0.08 4 -0.08 40
M 0.03 5 0.01 5 0.01 4 0.02 4 0.04 40
-0.02 4 -0.01 4 -0.01 5 -0.03 5 -0.06 50
0 0.000 4 0.008 4 0.017 4 0.025 4 0.032 0
0.000 4 -0.013 5 -0.026 5 -0.039 S -0.049 50
9 8- 9 A 0.13 S 0.13 5 0.13 5 0.13 5 0.13 50
-0.08 4 -0.08 4 -0.08 4 -0.08 4 -0.08 40
V 0.02 5 0.02 5 0.02 5 0.02 5 0.02 50
-0.01 4 -0.01 4 -0.01 4 -0.01 4 -0.01 40
M 0.04 4 0.04 4 0.04 4 0.04 4 0.04 40
0 0 6 5 -0.06 5 -0.06 5 -0.06 5 -0.06 50
D 0.002 4 0.004 4 0.005 4 0.006 40
0.000 4 -0.003 S -0.006 5 -0.008 5 -0.010 50
10 9- 10 A 0.16 4 0.16 4 0.16 4 0.16 4 0.16 40
-0.25 5 -0.25 5 -0.25 5 -0.25 5 -0.25 50
V 0.02 4 0.02 4 0.02 4 0.02 4 0.02 40
-0.03 S -0.03 S -0.03 S -0.03 5 -0.03 50
M 0.01 4 0.00 4 0.01 5 0.03 S 0.04 50
-0.02 5 -0.00 5 -0.01 4 -0.02 4 =003-4U
D 0.000 4 0.006 4 0.012 4 0.022 4 0.041 40
0.000 4 -0.009 5 -0.017 5 -0.033 5 -0.062 50
11 2- 10 A 0.02 4 0.02 4 0.02 4 0.02 4 0.02 40
-0.03 S -0.03 S -0.03 5 -0.03 5 -0.03 50
v 0.25 5 0.25 5 0.25 5 0.25 50
-0.16 4 -0.16 4 -0.16 4 -0.16 4 -0.16 40
,.A M 0.12 5 0.08 S 0.04 5 0.00 4 0.03 40
•!10*0 - 4 -0.05 4 -0.03 4 -0.00 5 -0.04 50
D 0.005 4 0.013 4 0.022 4 0.032 40
0.000 4 -0.008 S -0.020 5 -0.034 S -0.049 50
12 9- 6 A 0.41 S 0.41 5 0.41 5 0.41 5 0.41 50
-0.27 4 -0.27 4 -0.27 4 -0.27 4 -0.27 40
V 0.01 4 0.01 4 0.01 4 0.01 4 0.01 40
-0.02 5 -0.02 5 -0.02 5 -0.02 5 -0.02 50
M 0.02 4 0.01 4 0.01 5 0.03 5 0.04 50
-0.03 5 -0.01 5 -0.00 4 -0.02 4 -0.03 40
D 0.000 4 0.002 5 0.030 5 0.042 5 0.002 40
0.000 4 -0.001 4 -0.020 4 -0.028 4 -0.003 50
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Page G
Date G
'Nillikin Medical Center Awning 0
1►wlj�sis of 5 ft._wide Awning Frame 0
- --
- -- ------------------------------------------------------0
model-� Member Quarter Points 0
so I J I-znd 1/4 1/2 3/4 J-End 0
.--•.---w►-----(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Ktt,in)LC--G
Z 1- 3 A 0.34 4 0.32 4 0.29 4 0.27 4 0.25 40
-0.52 5 -0.49 5 -0.45 5 -0.42 5 -0.39 50
V 0.09 4 0.08 4 0.08 4 0.07 4 0.07 40
5 -0.12 5 -0.11 5 -0.10 5 -0.10 50
0.12 4 0.11 4 0.09 4 0.08 40
q -0.18 5 -0.16 5 -0.14 5 -0.12 50
D 0.000 4 0.006 4 0.004 4 0.004 5 0.024 50
# -0.009 5 -0.007 5 -0.004 4 -0.017 40
3 3- 4 A 0.22 4 0.20 4 0.18 4 0.16 4 0.13 40
-0.34 5 -0.30 5 -0.27 5 -0.24 5 -0.21 SC
V 0.14 4 0.13 4 0.12 4 0.11 4 0.10 40
-0.21 51 -0.19 5 -0.18 5 -0.16 5 -0.14 50
M 0.08 1* * 0.06 4 0.04 4 0.02 4 0.00 70
-0.12 5 -0.09 5 -0.05 5 -0.03 5 -0.00 40
D 0.000 4 0.028 5 0.061 5 0.097 5 0.135 50
0.000 4 -0.019 4 -0.041 4 -0.066 4 -0.092 40
4 4- 5 A 0.09 4 0.08 4 0.06 4 0.05 4 0.03 40
-0.14 5 -0.12 5 -0.10 5 -0.07 5 -0.05 50
V 0.14 4 0.12 4 0.10 4 0.08 4 0.07 4q
-0.21 5 -0.18 5 -0.15 5 -0.13 5 -0
.100r50'
M 0.00 7 0.03 5 0.06 5 0.09 5 0.11 50
-0.00 4 -0.02 4 -0.04 4 -0.06 4 -0.07-0
0 0.000 4 0.039 S 0.075 5 0.107 5 0.134 50
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