SGN2013-00087 .. ' i
RECE
. ..
___ _�• City of Tigard AUG 07 2013
=. • Sign Permit Application g pp CITY OF 7(r aARD
vm-AkEt 1 " " n" , r _tFN�INE ERING
1
GENERAL INFORMATION
Name of Dwelnpm!nt /Pmlttt I ,/� � FOR STAFF USE q ONLY
C./(...0 Site C./(...0 C !giN! —' 0,21 00- 14 /EJM ‘!i/�/3 -VoQ(� 7
Address / Street � Address _ ' Permit No
Location 1 I "T Y 40 - �LZ C__. C__. J 1 J \/
Suitc /Bld Ciry /Stare Zip Approve By
T1 a LLYA CL. q 2-2-?j Date 7 (3
Namc — Fee
� N1.i, /y�L�,Y
Property � � T'r bi k-l-N a Z'/1 �i Dee., -J-,t"
Receipt #
Owner Mvlmgnddr!ss Suite &, � Ivf p/ TL#
3!c3 U ri, ; l,.2t,..' Lt.L Zoning C-6
Cit)/Start Zip Phone
ci , ,e, L i� a Allowable Total Area
1 i
1 --Cr iU" r t4:. t"
Tenant or Namc
Busmess 13' l i 1001-0-----. - Electrical Permit Required? Q4 ❑ No
N amc Building Permit Required? DKes ❑ No
l� 1 t % l 1:1 t r.
'° t 3.1.74;24.00r— Res 6/
Sign 1 \CURPLN \ Masters \Lind Use Apphcauons \Sign Pemut doe
Contractor Meting Address Suite
t c f
Cit) /State Lii Phonc (
pG t 2''" .� 7 -- —' Ti ?-"to — 7 2 p REQUIRED SUBMITTAL ELEMENTS
Oregon Const Conr Go'rd License # E.p Date (Note: apphcations will not be accepted
without the required submittal elements) 1
Proposed 1B. Puma-lent . F- !esrindtng ❑ Freeway ❑ Completed Apphcation Form
Sign ❑ Temporary ❑ Poef ❑ Electronic
(Check all that ❑ Wall ❑ Vrhtr ❑ 2 copies of site /plot plan, drawn to scale
apply) Comm- G101'4 (3 copies, if a building permit is required)
size requirement- 8 x 11 ", or 11" x 17"
❑ New sign? Q Alter to existing sign? ❑ 2 copies of elevations, drawn to scale
Sign Dimensions / III' • , ‘ (3 copies, if a building permit is required)
1.-
Total Sign Area (sq Et) size requirement 81/2" x 11 ", to 24" x 36"
7 , ❑ Application Fee
Sign Data Total Wall Area (sq ft) _
(Complete all Direction Wall Faces (circle one) NOTES:
traits in this
section) N S E W NE NW SE SW
Height to top of sign (feet) rT j ` • Wall signs do not need to be drawn to scale, but
must include dimensions of wall face and sign
Projection From Wall (inches) placement.
Materials • Wall signs do not require site /plot plans.
Will sign have illumination? Yes ❑ No • Freestanding signs over 6 ft. and walls signs of
Type Internal ❑ External which any element weighs 20 lbs. or more require a
Are there any existing freestan g or wall signs at this location, building permit.
including wall signs that overlap a tenant space? -,
�C Yes ❑ No
If "yes ", a list or diagram of all sign dimensions and square
footage must also be submitted. (OVER FOR SIGNATURES)
City of Tigard 1 13125 SW Hall Blvd , Tigard, OR 97223 1 503 -718 -2421 1 www tigard -or gov 1 Page 1 of 2
APPLICANTS:
To consider an application complete, you will Deed to wen* ALL of the REQUOUSILlannarrALIMMEHES as desm'bed on die
front of this applicant= in the "Required Submittal Elements" box.
NOTE Petseo specified as "Applieaot" Ad be designated "Pennine** and shall provide financial assurance for work.
• When the tamer and the applicant are different people, the applicant must be the purchaser of ieaoad or :a lessee in possession with
written surthorisatk m hom the owner of an agent of tie owner. The owner(,) must sign this application in the apace provided an the back
of the foam or submit a mitten authoeaation with d appkeation
0
BY SIGNING BELOW, THE APPLICANT(S) SHALL CERTIFY THAT:
• If the application is granted, the applicant will exercise the rights granted in accordance with the terns and
subject to all the conditions and limitations of the approval.
• All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted
herewith, are tau, and the applicants so acknowledge that any permit issued, based on this application, and
may be revoked if it is found that any such statements are false.
• The applicant has read the entire contents of the application, including the policies and aitena, and
understands the regtorements for approving and denying the application.
I hereby acknowledge that I have read this application, that the information given is correct, that I am the
owner or authorised agent of the owner, and that plans submitted are in compliance with the City of Tigard
SIGNATURES of b owner of the subject ptoperty are required.
appjnt'5
Ap' ;71 Date
CF/7/2
Signa , : % a, , 4 r : /Agent Date
caw - 221p8
Contact Person Name Mme No.
City of Tigard 1 13125 SW Hall Blvd., Tigard, OR 97223 1 503 -639 -4171 1 www.tigard-or.gov 1 pie 2 oft
11 14 CITY OF TIGARD RECEIPT
.. . 13125 SW Hall Blvd , Tigard OR 97223
503 639 4171
T E G ARD
Receipt Number: 192608 - 08/07/2013
CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID
SGN2013 -00087 Sign Permit - LRP 100 - 0000-43117 $23 00
SGN2013 -00087 Sign Permit 100 - 0000 -43115 $155 00
Total: $178.00
PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT
Credit Card 351035 JFLOYD 08/07/2013 $178 00
Payor Jami Garbanno Knutson
Total Payments: $178 00
Balance Due: $0 00
Page 1 of 1
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REC C:ii Alr■•.,
AUG 0 2013 k.
CITY Ci ►� 6� pkfse� .•
PL4NNIN TE.�AF3C 90a\ CU�Je
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Project Name: CCO Sign- Maverick/EJM
� � Site Address: 11437 SW Pacific Hwy
Parcel Number: R0279512 Lot: 6000
Applicant Name: Clear Channel Outdoor
"" Phone: 503 - 736 -2268 or 503 - 736 -2266
Zoned: C -G
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GRC
ENGINEERING, INC.
5544 W. '47TH STREET
CAC , ORES1 W506 60452
708.489.040
- 48' -0" Siyn toce T t ' 6 1/2
�.. 0 .. b . 0 ,._ g._0. 6•_0' 6 ._ 0 .. 8 •_ 0 • x - t . -
! It 1cry
Nome frame Nome 1 Home I On.e
•
II Digital display l
I +front ca.wo,k 1
I Ti l I, I •
l ,, I _ H . , _ . . ntlra 50'
1
■
1 00�p0.x l I I
- 3... 6 .. 6 .. 16� 1
•
.. — wakaraana ` 1 i 1
— (20 t/2 w ide)
rt l l G
l 1 (2) 1 1/2 plates. 50 "x 50"
I
I. 1f TI Ill II. j�- -Rea• acct=. Loader • See u .m �iJ •1 ' 1 -- r ' r '�'1 T I � I —Rea catwalk - -- 1 1/2'e A325 bolts , F
11 1 co ff"�� It11 19 R -
a at.a. �igl�l�i El
- - - _ - I y b - j � I annr 3/4' Dos Dlates. o::6 rca 11" I,t a t 'urn s wleg '
Town t •olearoane
connection
'On 1" plate, 50% 42' )
i_____ - _ _ tyP 1 2I. 6.2
D,gital display Ig � p
Front cnteolk PLAN VIEW 6- --- �t rd --(3 /4' ptr q co
3et l aces. 9 ". 5 1/2"
SIGN STRUCTURE V L
4" ssN lairs. n ". g'
(2 3/ per qu corner
SECTION D -D -
D-
.
Z x
1 3 -1 1/2
P
46' -0" sign lace I I t p'NU. 50 42• ( m
- - 8' - 8' -0 8' -0' 8' -0" 8 -0" 4' -0 1 36 pipe
IL borne r.
j. •mor m .
e froe .0.T. F. frame rrome 1/4' Cop Plate- ,
I I I - 5/16' tyP NOTES
1 I I I typ 3/8V°1 i �' • Structural design conforms to the 2011 Oregon Structural Specialty Coos
�
tyP 5/16 i 3/•" Do. Ctale. oppress 12". m • Design stanoard is ASCE 7 -05.
• Superstructure can accommodate two laces weipMop up to 8.000 nouns, ¢O
I 1 I , ,► ' I each. 7 W
^� a ,.w_�_I , _ I• (3 / Pe gusset p lutes. q.., 5 1/2' / I I OO
► IIIt corr•e 1 W IND 1-
F r - _ _ _ • Design winds - 95 mph. 13 sec. gull) Exposure C.
'A l Y - - - - - -- -' • Structure is classified occupancy Category I. o r p 7 �( 2) 1 1/2" plates, 50'. 50" , • Wind importance factor - Iw ■ 0.87
F-- • Design wind pressure is 29.6 ps.f.
— — / Reor cot.mk 1 I /2's 6315 bolls
. 1 01111 p, SEISMIC
lyp 5 l 6 > 3/4" g usset plates. 15'. et • load importance factor: I. . 1.0
• Structure is classified occupancy )
_ R001 010056 mere / ( 4 per comer) up y category I. V
anc
Ilk
pq 4111 _ , p■i 1 1 - -42 "e column pipe •Mapped Spectral response accelerations: JAI we.15 S : 0.942 g �I
S • 0 .338 g �•l,l
1 I •Site clas : D W
COLUMN CONNECTION DETAIL •Spectralre r "/
3/4"• rod crossbmcing a_ Sr. w 0.705 I - i
Sr d sign
.- _ . -�_
R and ail • Seismic design category is D.
® �1 • Seismic basic force resisting system:
I , Non - buildings siruClulc net similar to buildino - signs and billboards.
Z • Design base shear : 5.92 kips
, See column a _ _ i y r K P'Pte nse coeliiciP01: Cs w 0.132 ____.
1 .6 1 1 . i . Q • Resnse modification factor : R• 3.
- t 12i \\ `- wb = .....n 42 W LLJ • • Ansis poc uses: Equivalent lateral force method, w
r connection detail front calwo 42 column pipe
O Q
• Z S Q
42's 4 563 column pipe .. N //�RR el pipe shall conform to ASTM A252 w API SL with prase that tL a I fy • 42 ksi 36'II 500' pipe V Y = f 4j ks i h Ic the s pecilied y 51res5. O U r t. - " 5 /re' 1 (I Z el plate. rods, angles. and channels shall conform to ASTM A36. I - Q =
Cut existing e6 "0 column pipe ono _ W 0 LLB • Structural steel wide flange shapes shall conform to ASTM A992. z U ca („j'
Oreparr lo splice ul new 42"e pipe 1 " nelice plate u_1(....) O """' • H strength bolts shall conform 10 ASTM A325 (unless noted omerwisel O b O LT,
y • Nuts shall Conform to ASTM A563. -. 1 1- h I CO O
Z • A325 bolts and nuts to be cadmium laced. Q lag Y - O O
- � - 5•• column pipe sDl:ce derd S/16' D 7.... e___ __, Q Z •Nips slren A325 bolts shall 0e installed accortlFlg to the latest RCSC W ' 2 U Q Z 0
U specifications. I- • X 0 03 tz ¢ •
n e • Bolt holes shall be the AISC standard size (unless noted otherwise). Q p Cn > C <
CC � • All high strength bolts shall be fully pietensioned unless noted otherwise). 1 LLl a O a O N
1.1. • Steel shall be primed and painted. Except IM the embedded portions •S Q LL U) • h
of members. to 13_
• Steel welding shah be in accordance with AWS Standards. 0 J
Existing 48 "• column pqe I • Steel members and elements of the structure shall be fabricated and erecled Z D Q
. I 5/16 according to the latest RISC specifications and standard practice. O LL 01
FOUNDATION 8 CONCRETE _
I" splice plate 01) • Minumum foundation feces) for 150 psi /lt soil - 5-0' dia. x 22' deep
• Minumum foundation read for 200 pslill soil - 5' -0' dia. x 19' -E' deep
15/16% 2 1/Y1-1
" uue 12 0 30' CLIENT NO 78-
I _ _ -- Existing 48 column Fipe GENERAL
• The contractor shall verily all dimensions and conditions in the field tot' so.
and notify the engineer of any discrepancies.
SIGN FACE ELEVATION COLUMN PIPE SPLICE DETAIL • GRC Engineering, Inc. will not be supervising or monitoring the DRAWING Nn. 78-
erection /installation of this structure.
TMs 4 an °NDhal unai 4lihea drawling: II Is not to be rturnAicre cnoko c, exhlbeed In ar r 1 01 2
1055150 without enPl•n D•rn,lsslan or OuarIu Structure & (NW, Si IEET
A
GRC
ENGINEERING, INC.
5544 W. 147TH STREET
L 3 "u 3 "x 1/4" rail O AK FOREST, ILLINOIS 60452
708.499.0400
(2) 1/2 "0 A325 bolts '
(snug tight)
a l
1 — T r
— W8 x15
1/2" plate, 94 "x 5"
1/2"0 .4325 bolts,
�
Rear catwalk
e S m
I �' gage O 2 1/4"
3 40 rod bracing,
Rear catwalk n / 9•
- '" - - L 4 "x 3 "x 1/4" (LLV) I!T 73 / �at tic 0 od ��� sbacig [� dd mtl , ts LJ WB13 L' L 3 "x 3 "/4Sdail F `, p W8x15 —Rear access ladder
/
Digital display-
- L 3'x 3 "x 1/4"
continuous lateral brace DETAIL F CROSSBRACING DETAIL REAR LADDER MOUNTING DETAIL
— L — E
(2) 1/2 "0 A325 bolts In
(snug tight) o f
N
00
3 3
C5 x9 safety cable support w A m
I (typical at end frames) ( n side t catwalk) / m '
� { J 1 c2"0 J- bolt 2 "0 J -bolt
ea L' w o
Catwalk
J L 4 x 3 x 1/4• (LLV) L_ L 4 3 "x 1/4" (LLV) W beam . x expanded metal grating Qt R �a3i Qv a
( s n tight)
Apron � e:.:.aeer. 3 psf reversed diamond W beam I 00
(1.5622 metal deck) °� ` _ expanded metal grating 1/2 "0 J- bolt
aa-
Front catwalk /4V �t op de bottom CATWALK MOUNTING DETAIL CATWAL SPLICE DETAIL
3 p "x S r (LLV) \ / CATWALK DETAIL
3 psf. reversed diamond L 4 "x 4 "x 1/2" O 4"
expanded rectal grating ( _
a .� i R_
W6x9 I ' I I W6x9 I W O
(2) 1/2 "0 A325 bolts
gage 0 2 1/4" 1 -
(snug tight) Z 13
21-.„ CL pipe 36 "0 pipe
fy = 42 ksi ' ► 1 '
4' -1 1/4" - 17 " -- — 15" -- h+y
catwalk
SECTION A -A
FRAME DETAIL P4
/4x W
W beam `
C5x9 V
Catwalk not shown 21" 21" Safety cable mounting ! ,
(see detail) P 1
1/2" plate, 16 "x 6" - I -1— �� C' -
I
WBx15 3/4 "0 eye -bolt n�,v W ppp (8) 0 5 bolts,
W Q
g O 1/2 " A32
2 ,/4 TOP VIEW
' wl Dxzs c Y S
0 1— 1—
ko II I span = 1—Q2
� ,y I �"! ' a ble mount — Cable, sag able mount 3/8 Crosby clomps O 200
II � 1 4 , typ Deflection (3 per connection) 4 4 W beam Q
1 1 r for ( = 40' -4" = 16 1 /8" Y
Level' II
.- 3 /e "m 7xls gory. steel I I 1 II esxs W X Z Q Q Z p
aircraft Coble. II F ( [[ [[
4 I (nominal strength Shall ( I II r J D m W O Q
Cable - in measured position 1 be ,4,O0p lbs. __ Q
Cable - relaxed position ) _ 1 W N O
(A force of 10 lbs. shall be applied to the 30 �__ Z - J
I the deflection to
r
e when measuring n
cab C.7
k . ` � V- O
take the slack out o f the cable `
3/8 "0 wire rope thimble ( d
F 0 42 ksi 3 / 4 "0 drop for shoulder 2 D .4-
2 i
y = SAFETY CABLE INSTALLATION CRITERIA e y O u_
y e — bolt w ith (2) heov hex nuts
M O
FRAME MOUNTING DETAIL SAFETY CABLE MOUNTING ai
CLIENT NO. 78
DEC NO.
DRAWING NO. 78
2 of 2
,S6
John Floyd
From: John Floyd
Sent: Thursday, August 29, 2013 9:30 AM
To: DHRUVA, DANIEL (DANIELDHRUVA@clearchannel.com)
Cc: Garbarino- Knutson, Jami (JamiKnutson @clearchannel.com)
Subject: SGN2013 -00084 / 87
Attachments: John Floyd.vcf
Hello Dan,
I tried calling you a couple of times and left a voicemail, but since you might be on vacation I'm going to send an email as
well. We have reconfirmed our decision that your recent applications for two LED billboards were issued in error, and
will be refunding your application fees and closing the cases. Since I know you are interested in the fate of the recently
constructed LED billboard at 10185 SW Cascade, I can say that we have asked the owner to remove the LED sign and
restore it to original condition. Let me know if you have any questions.
Regards,
John
John Floyd
City of Tigard
Associate Planner
V Community Development
g • (503) 718 -2429
johnfl @tigard -or.gov
13125 SW Hall Blvd.
T I GARD Tigard, OR 97223
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