Plans (80) South Elevation'
Ch. Letters on Staging Panel (Horiz.) - CHSP-10-ST (Qty. 1) - after
• < 70' RECEIVED
Remove existing illuminated channel letters, patch and paint fascia to VI
match existing. Install new illuminated channel letters on staging panel. ' i MAY 8 2014
15.8 sqft existing ws row /J. J
before WELLS CITY
.r �, 1 , * FA ' 18' BUILDING�� DIVISION TIGARD
1 m., 3.. N. _
CITY OF TIGARD , _ Z, - -
�
Approved by Planning ~ - _ ` _
r , Or
Date: lr lt -4 __,,�.._
Initials: ......„,„,..'
5.48' I
EQ r A-4n CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
a Approved: [ y—
OTC: [ I
. Pcrmit#: ,� a,A --- r♦
Address: d -_ t ' . ;i. _L►
3.9' III Suite#:
3
FAFIC4 0 11 By: < n Date: 1-5 14-
OFFICE COPY
121 .4 square feet
Model Number w Height Width Letter Depth Sq.Ft.
CHSP-10-ST 10" 3'-10 7/8" 5'-5 7/8" 3" 21.4 60 I b�
-
Revisions: x
Date: 12-10-13 City/State:Tigard OR
x x Y 9
125 HILLSIDE DRIVE • GREENVILLE SC 29607 x x
P 800 353 9132 • F 864 242 2204 x x Designer: CW PM: ES Address:11760 SW Hall Blvd Site Name
www.hiltondisplays.com
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EXISTING WALL SURFACE
—2" i 1 ALPOUC BG PANEL
PICK-UPS WALL I
2" ' .125" ALUMINUM Z-CUP
2 i I I ANGLE THRU-BOLTED TO
11 LETTER BACK WITH 1/4-20
TRIM CAP ° '° HEX HEAD BOLTS & 1/4" AVK
RIVNUT SEE DETAIL 1 D FOR
LED UGHTING I CUP
.177" CELAR PLEX FACET
LED DRIVERS LOCATED JI ,
w 1st/2nd SURFACE IN WIREWAYS ALUMINUM BG WIREWAY
VINYL` I SEE DETAIL 1E
FLEX CONDUIT FLEX CONDUIT and CONNECTOR;
Ali INCOMING POWER I
063°ASTENED TO RETURNS �!��� MOUNTING METHOD: 1/4"0 X1"LG. HEX HEAD SELF
40 RIVNUT w THREADED 3/8" x 3" hilti kwick bolt 3's DRILL SCREW THRU LETTER TO
' I�� WIREWAY FLANGE.
MOUNTING HARDWARE
kill
.040" ALUM RETURNS ill' centered along bottom of raceway/backer
WEEP HOLES*: 111 -
SEE VIEW 1C---'-'-''"..,....„,...„,1 panelinto brick/masonry N
BUILDING FACE ^/ CUT '-3 LONG
// CUT 5'-3" LONG
.118" ALUM ALPOLIC PANEL**
with 2" ALUM ANGLE FRAME DISCONNECT SWITCH
TO SUPPORT SEAMS & FACE LOCATED ON LETTERS
-1 i" k A-
C
OWEEP HOLE COVER
SCALE : N.T.S. OZ-CUP
D SCALE : N.T.S.
* : WEEP HOLES HAVE 1" ALUM ANGLE GLUED INTO PLACE OVER THE 4"ø WEEP HOLES.
THE INSIDE OF ANGLE (VISIBLE THRU WEEP HOLES) WILL BE PAINTED MATTE BLACK.
1. LETTERS with ROUNDED or LIMITED MOUNTING SPACE, MOUNT THE WEEP HOLE COVER 1, A 1 i" 14.1 , i" ,
PERPENDICULAR to the BACK (INLUDES "W," "S", CURVE in the "R", "G", and the "0". l.�
2. LETTERS WITH LARGER FLATS TO MOUNT THE WEEP HOLE COVERS, MOUNT PARALLEL -----
TO LETTER BACK.
5i" / .125" ALUMINUM
CUT 5'-9" LONG
** : ALUM PANEL IS ALPOLIC ACM (CUSTOM COLOR) MATERIAL. s�
OE1 RACEWAY LID \ WELD IN EACH END
SCALE : N.T.S. .063" ALUMINUM
oSECTION
B SCALE : N.T.S.
I
S .
--.„ ;CEIVEP
Illuminated Pylon (P-65) (Qty 1)
MAY 8 2014
Remove existing pylon sign and install new D/F illuminated pylon sign with a bleed face retainer system with CITYOFTIGARD
white flex material faces & 1st surface graphics. BUILDING DIVISION
Cabinet painted Matthews MP01126 Dark Red w/ clearcoat. semi-gloss & Matthews MP66981 Yellow w/
clearcoat. semi-gloss.
.:- . . : . :: . ' WELLS
! -- WELLS : FARGO
.•c ..•
., ..` -[ •
/1i ...
before after - — -- 1
II Restoration Area:;
1 I'VE LLS
, ,
WELLS FARGO SQ FTG : 65.49
c`n�l "DRIVE-UP ATM" SQ FTG : 2.44 : j
1?ARGO .�..
ti TOTAL SQ FTG : 67.93 PER FACE
CITY OF TIG• . C.
Sign Type Height Width Depth(sign) Cladding Width 4. • , • ' 1 CODE •MPLIANCE
LP-65 7'-1 1/4" 9'-2 5/8" 1'-5" 2'-0" 20' 6
6 " I Drive-Up ATM CITY OF TIGARD OTC: • i
I 1 4'-10 1/2" Approved by Planning Permit#:
Date: -j / Address:
Initials: , libf suite
B Dates
OFFICE COPY
Revisions: x
x x Date: 12-10-13 City/State•Tigard.OR
125 HILLSIDE DRIVE • GREENVILLE SC 29607 x x A�
P 800 353 9132 • F 864 242 2204 x x Designer: CW PM: ES Address:11760 SW Hall Blvd Site Name 192478
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www.hiitondispiays.com
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Page 1 of 2
fULLAWAY 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127
PROJECTMANAGER@SULLAWAYENG.COM
ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534
PROJECT: WELLS FARGO#192478 -11760 SW HALL BLVD.,TIGARD,OR DATE: 04118/2014
PROJECT#: 5417A ENGINEER: FN
CLIENT: VANCOUVER SIGN GROUP PAGES:
Di
9'-25.
• 1/2"CAP /
it,112" ^3116 ' .
RING PLATE 11 4"QJX0.237°
"t"=THICKNESS SCH.40 PIPE
\ 3116 ' �Iv IN -
-5/16 ' F,
\ _ 4 AT 90°-45°BASE PLATE , 112°x2' FROM SIGN FACE
"t'=THICKNESS ►
5/16 r ��
ir D2 Q 0
SPLICE DETAIL 0
NOTES: 2
1. THIS DETAIL MAY BE USED FOR PIPE 0
AND SQUARE TUBE SECTIONS. I 1 O"f7JX0.365"
2. FIELD WELD ARE NON-STRUCTURAL. ±. f SCH.40 PIPE
SPECIAL INSPECTION NOT REQUIRED
3. L=1.5xD1 OR 12",WHICHEVER IS Q
LARGEST O �-ao 2'-0"
• THICKNESS(0 -1
/-
FOR 01 THRU 16-DIA.,USE t=1/Y PL. N
FOR 16'DIA.<D1<30'DIA.,USE t=3/4'PL.
FOR D1>30"DIA.,USE t=1"PL.
/Airee "
84474PE < • /\
OREGON , ,
Q CO
qFl F. S U\-\- iD -
14 • ` e± 1
APR 18 20 •
GENERAL NOTES jr2'-613,1,
1. DESIGN CODE:OSSC 2010(IBC 2009)
• 2. DESIGN LOADS:ASCE 7-05 ELEVATION
3. WIND VELOCITY 85 MPH EXPOSURE C
4. CONCRETE 2500 PSI MIN.
5. PIPE STEEL ASTM A53 GR.B,35 KSI
6. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
7. BOLT STEEL ASTM A307
8. LATERAL SOIL BEARING PER IBC CLASS 4(150 PCF)
Page 2 of 2
$LJLLL1JY 10815 Rancho Bernardo RD.,SD,CA 92127
projectmanager @sullawayeng.com
E N G I F E R I ti c3 Phone:858-312-5150 Fax:858-777-3534
PROJECT: Wells Fargo (P65) Pylon DATE: 4118/14
PROJ. NO.: P65- Pylon ENGINEER: FN
CLIENT: Vancouver Sign Group
V2.6 building code; IBC 2009 units;pounds,feet unless noted otherwise
Applied Wind Loads; from ASCE 7-05
F=gh'G'C;AS with qh=0.00256KZKaKdVI (ASCE 6.5.10 and 6.5.14)
Cf= 1.800 (ASCE Fig.6-20) max.height= 24.0
KZ,= 1.0 (unless unusual landscape) 1= 1 for structural category II
KZ from ASCE table 6-3 Exposure= c
Kd= 0.85 for signs
V= 85 mph
G= 0.85 (ASCE 6.5.8) weight= 1.033 kips
s/h= 0.296 MDL= 0.00 k-ft
B/s= 1.30
Pole structure height at pressure Wind
Loads component section c.g. KZ qh qh*G*Cf Area shear Moment Mw
1 7.5 0.85 13.36 20.45 30.0 613 4600
2 15.45 0.856 13.46 20.59 1.8 37 573
3 16.4 0.866 13.61 20.83 6.0 125 2050
4 18.45 0.89 13.93 21.31 28.6 609 11239
5 22 0.92 14.43 22.07 36.9 814 17908
sums: 103.26 2199 36.37 (Mh,) k-ft arm= 16.54
P„= 1.24 kip M= 36.37 k-ft M=sgrt(MDL2+MW2)
M„=sgrt(1.2MDL2+1.6Mw2)= 58.19 k-ft
Pole Design section; pipe
M„>4)M„ with M„=fyZ fy= 35 ksi 4)= 0.9
H M (k-ft) Z req'd.(in) Size(in) t(in) Z
at grade 58.19 22.17 10 0.365 36.9
splice at 16.9 ft 8.15 3.1 4 0.237 4.1
Footing Design footprint: round
w= 1.3 (IBC 1605.3.2) IBC Table 1806.2,sections 1806.3.4, 1807.3.2
P= 2.86 kip S1 =Sxd/3 A=2.34 x P/(S1 x b) S= 400
S1= 1074 d=0.5xA(1+(1+4.36x h/A)".5) IBC 1807.3.2.1
A= 2.49
footing: 2' - 6" dia.
8' - 1" deep
S
E02 Ch. Letters on Staging Panel (Horiz.) - CHSP-15-H (Qty. 1) West Elevation _ RECEIVED
•
Remove existing illuminated channel letters. patch and paint fascia to 1 00' • - MAY 8 2014
. match existing. Install new illuminated channel letters on staging panel. _. -Th
Cabinet to have a finished back. . _
_ —I
° � CITYOFTIGARD
before 15.8 sqft existing ' _ i WELLS FARGO „,„ flit BUILDING DIVISION
i 0.„,....{` 8' 11 .72
rr .. a
-14.83'
EQ EQ
Depth
f-Ok
2 ' CITY OFT ' ARD
c F I ® REVI of - ! OR % II E COMPLIANCE
2.22' I • Approved: [
OTC:
o Permit
jtw
1 Ad ss:
32.9 sqft :uite #:
Model Number w Height Width Letter Depth Sq Ft 'Y: Datc:
CHSP-15-H 1'-3" 2'-2 5/8" 14'-10" 5" 32.9
r70 lbs OFFICE COPY
CITY OF TIGARD
Approved by Planning
Date: -/0/iy
Initials: .'
•
Revisions x
x Date: 12-10-13 City/State:Tigard.OR
125 HILLSIDE DRIVE • GREENVILLE SC 29607 x 19247p VV
P 800 353 9132 • F 864 242 2204 x — Designer: CW PM: ES Address:11760 SW Hall Blvd Site Name 7
www.hiltondisplays.com
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Page 1 of 2
UAW 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127
PROJECTMANAGER@SULLAWAYENG.COM
ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534
• PROJECT: WELLS FARGO#192478 -11760 SW HALL BLVD.,TIGARD,OR DATE: 04/18/2014
PROJECT#: 5417B ENGINEER: FN
CLIENT: VANCOUVER SIGN GROUP PAGES:
10'-0"
/ /
8'-O"C.C.
1 Y2"x1 "x3/s"
;. .!' STEEL L-ANGLE
SUPPORT
,�./// // /j/ ,.j/ 2//j j/
1 ELEVATION
2" 4'-O"
-
%8"DIA.THRU 13/2"x1 Y2 0/18"
BOLTS. USE(2) STEEL L-ANGLE
PER ANGLE SUPPORT 3
SUPPORT «LAG SCREW,
EMBED 1 Y2"MIN.
INTO EXISTING
SIGNAGE WOOD STUD, USE(3)
TOTAL PER EACH SUPPORT
3/16
3/16 SIDE ELEVATION
EXISTING SIGN
SUPPORT ON ROOF.
NEW ATTACHMENT DOES
NOT PENETRATE EIFS SYSTEM
X4/0
4/ 84474PE
, GENERAL NOTES
1. DESIGN CODE:OSSC 2010(IBC 2009)
2. DESIGN LOADS:ASCE 7-05 OREGON
3. WIND VELOCITY 85 MPH EXPOSURE C Oy'/e/Hf 3 0.Za\t"
4. ANGLE STEEL ASTM A36,36 KSI 'es
5, PROVIDE PROTECTION AGAINST DISSIMILAR METALS F S V
6. LAG BOLTS PER NDS SPECIFICATIONS APR 18 2014
Page 2 of 2
ui � 10815 Rancho Bernardo RD.,SD,CA 92127
r� Te ]� prho Bernardo .,SD,
Phone:858-312-5150 Fax:858-777-3534
E N G I N E E R I N G
PROJECT: Wells Fargo(P65) Pylon DATE: 4/18/2014
PROJ. NO.: P65-Pylon ENGINEER: FN
CLIENT: Vancouver Sign Group
building code; IBC 2009 units;pounds,feet unless noted otherwise
Applied Wind Loads; from ASCE 7-05
Pnet=k Kzt I Pnet30 (ASCE 6.4.2.2)
k= 1.29 (ASCE Fig. 6-2)
Kit= 1.0 (unless unusual landscape) 1= 1 for structural category II
V= 85 mph Exposure= c
Area= 16 tt`
max. height= 21.6
max Pnet30= 13 psf Pnet= 16.77
min Pnet3o= -17.4 psf Pnet= -22.45
For inside attachments use 10 psf min. Pnet= 10
Check 1 112"x1 1/2"x3116"Steel Angle 0= 0.9
Loads: fy= 36 ksi
DL= Area x 10 psf = 158 lbs
1.2DL= = 190 lbs
WL= Area x Pnet = 355 lbs
1.6WL= = 567 lbs
arm= = 9.5 in
M = WL(arm) = 3.37 kip-in
= 1.68 kip-in per support
Z,eo= Mw1/(4fr) = 0.05 in'
For 1-1/2"x1-1/2"x3/16"Steel Angle:
Z= = 0.104 in3 OK
4 Mn= 4fyS = 3.37 kip-in OK
Check 3/8"Thru Bolts for Sign Attachment to Steel Angle Supports
Forces:
Tmax= 1.6WUnbo,,,T = 142 lbs nbon.T= 4
Vm„= 1.2DUnbOn,v = 94.8 lbs nbon,V= 2
Strength Capacity:
T = = 3730 lbs
VcaP= = 1980 lbs
Combined Tension and Shear:
(Tma/Tmp) +(VmmAtcap) = 0.09 5 1.0 OK
Check 1/2" Lag Screws for Sign Attachment to Roof
Forces:
arm= = 48 in bolt= 3
T1.= Mt,,,jarm/nbo5 = 12 lbs dembed = 1.5
Strength Capacity:
Tcap= 488 lbs/in = 732 lbs OK