Plans South Elevation
�
-
E03 Ch. Letters on Staging Panel (Horiz.) - CHSP-IO-ST (Qty. 1) ,� r
_ after
RECEIVED
p
PPPIPPWPw'
70'
Remove existing illuminated channel letters, patch and paint fascia to iP inimmew, , -. ,
. match existing. Install new illuminated channel letters on staging panel. MAY 82014
15.8 sqft existing 4,..
CITY OF TIGARD
before WELLS
_ FARGO 1 8' BUILDING DIVISION
. �� • l t 8.9'
,-. .�.
CITY CF TIGA?J '
Approved by Planning .._
Date: Cr /� __ i
Initials:
5.48' 1
EQ MI CITY OF TIGARD
�`� REVIEWED FOR CODE COMPLIANCE
2 Approved: [ 1i]—
OTC: [
Permit#: ,r • : --CL°°r♦
I 'WE- L L S
Address: „Q _ . ( ' . Tee, _!►
13.9' 1 II Suite#:
I
FAFIG 0
B . e\ Date: ('S (4—
Eyi OFFICE COPY
121 .4 square feet I
Model Number w Height Width Letter Depth Sq.Ft.
CHSP-10-ST 10" 3'-10 7/8" 5'-5 7/8" 3" 21.4 6O l bs 1
Revisions x
X x Date: 12.10.13 City/State:Tigard.OR
125 HILLSIDE DRIVE • GREENVILLE SC 29607 x x 192478
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
i
_2" _ ALPOUC BG PANEL
PICK—UPS WALL I
'1 .125" ALUMINUM Z—CUP
1
1:
ANGLE THRU—BOLTED TO
1 �� LETTER BACK WITH 1/4-20
"''' ' HEX HEAD BOLTS & 1/4" AVK
TRIM CAPS" RIVNUT SEE DETAIL 1D FOR
LED LIGHTING ! CUP
.177" CELAR PLEX FACE LED DRIVERS LOCATED
w 1st/2nd SURFACE IN WIREWAYS 1 .125" ALUMINUM BG WIREWAY
VINYL SEE DETAIL 1E
FLEX CONDUIT .1I ' FLEX CONDUIT and CONNECTOR;
INCOMING POWER 063" BACKS, MECHANICALLY /�FASCKNED EO ANTURNY '%� X1"LG. HEX HEAD SELF
MOUNTING METHOD:
10 RIVNUT w THREADED 3/8" x 3" hilti kwick bolt 3's DRILL Y FLANGE.
GE. LETTER TO
•I�� WIREWAY FLANGE.
MOUNTING HARDWARE _I
II�,
.040" ALUM RETURNS Nil centered along bottom of raceway/backer HOLES";
SEE VIEW 1C� 1 panelinto brick/masonry A„,
BUILDING FACE —/ .125" A
// CUT 5'-3" LONG
.118" ALUM ALPOLIC PANEL"
with 2" ALUM ANGLE FRAME DISCONNECT SWITCH '
TO SUPPORT SEAMS & FACE
iii
LOCATED ON LETTERS
] i" k it
C1O WEEP HOLE COVER
SCALE : N.T.S. D LJP
D SCALE LE : N.T.S.
* : WEEP HOLES HAVE 1" ALUM ANGLE GLUED INTO PLACE OVER THE }"e 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, i" , 1i" 1 i" 1, A" ,
PERPENDICULAR to the BACK (INLUDES "W," "S", CURVE in the "R", "G", and the "0". �i r=-I
2. LETTERS WITH LARGER FLATS TO MOUNT THE WEEP HOLE COVERS, MOUNT PARALLEL
TO LETTER BACK. 5"
1 .125" ALUMINUM
" : ALUM PANEL IS ALPOLIC ACM (CUSTOM COLOR) MATERIAL. II• CUT 5'-9" LONG
1ORACEWAY LID WELD IN EACH END
E SCALE : N.T.S. .063" ALUMINUM
°SECTION
B SCALE : N.T.S.
iCEIVE1)
E01 Illuminated Pylon (P-65) (Qty 1)
• MAY 82014
Remove existing pylon sign and install new D/F illuminated pylon sign with a bleed face retainer system with CITY OFTIGARD
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.
_+e = \,41!1/111V-21k.+ � `i _- a _.. ` ♦� � w.•.. .., 4 II
�- . .< '• .` : •0 1: . . . , , WELLS•
a ,-:fit- -1.. vLLs P I
_ y. ;: Go k, FARGO
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. .
. -
- -
''4441111411M■ i
before after 1
Restoration Area:;
9'-2.625 1
. \AM LLS
WELLS FARGO SQ FTG : 65.49 '
10 FiklIGO "DRIVE-UP ATM" SQ FTG : 2.44 �� . .
I--
TOTAL SQ FTG : 67.93 PER FACE --
CITY OP TIG• ' i•
Sign Type Height Width Depth(sign) Cladding Width 'i t . . ,:1 a PM CODE •MPLIANCE
P-65 7'-1 1/4" 9'-2 5/8" 1'-5" 2'-0" 20' 6
CITY OF TIGARD 1
6 " I Drive-Up ATM arc:
Approved by Planning Permit#:
I 4%101/2" °
Date: �-j / Address:
Initials: suite
■
B Dates
OFFICE COPY
�.►HHZ E v_L r Revisions: x
x x Date: 12-10-13 City/State:Tigard.OR
125 HILLSIDE DRIVE • GREENVILLE SC 29607 x x 192478
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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Page 1 of 2
=AWAY 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127
PROD ECTMANAGER @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#: 5417A ENGINEER: FN
CLIENT: VANCOUVER SIGN GROUP PAGES:
1' 01 -t
9'-28"
1/2"CAP I I
1/2" 3116
RING PLATE 'it
"r=THICKNESS _ SCH.40 PIPE
N. � 3116 r �Id,
-' 5/16 ' ti
-
4 AT 90°45°
BASE PLATE 1/2°x2' FROM SIGN FACE
"Y=THICKNESS ►
5/16
D2 0
s
e) SPLICE DETAIL 0
NOTES: 2
1. THIS DETAIL MAY BE USED FOR PIPE 0
AND SQUARE TUBE SECTIONS. ,
2. FIELD WELD ARE NON-STRUCTURAL. 10 0X0.365"
SPECIAL INSPECTION NOT REQUIRED = .- ,( SCH.40 PIPE
3. L=1.5x01 OR 12",WHICHEVER IS Q
LARGEST 0 =117100 2'-0"
THICKNESS(t) � �
/. 7/
FOR D1 THRU 16"DIA.,USE t=1/2"PL. N
FOR 16"DIA.<01<30"DIA.,USE t=3/4'PL.
FOR D1>30"DIA.,USE t=1"PL. .
1c er"
•
4i 7
'` 84474PE `\\., .' • '
/ :•
REGD P i: .1,
F. s‘,0- •
014 • \ e —
. i
APR 18 2 •
GENERAL NOTES jr2'-6"01,
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
fULLAWAY 10815 Rancho Bemardo RD.,SD,CA 92127
projectmanager @sullawayeng.com
E V G I E E K E N t; Phone:858-312-5150 Fax.858-777-3534
• PROJECT: Wells Fargo (P65) Pylon DATE: 4/18/14
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=qn G'Cf'AS with qh=0.00256K2KeKdVI (ASCE 6.5.10 and 6.5.14)
Cf= 1.800 (ASCE Fig.6-20) max.height= 24.0
Krt= 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 (Mw) k-ft arm= 16.54
P„= 1.24 kip M= 36.37 k-ft M=sgrt(MoL2+Mw2)
M„=sgrt(1.2MDL2+1.6Mw2)= 58.19 k-ft
Pole Design section; pipe
M„?4M„ with Mn=f/ fy= 35 ksi j 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 1(S1 x b) S= 400
S1= 1074 d=0.5xA(1+(1+4.36x h/A)A.5) IBC 1807.3.2.1
A= 2.49
footing: 2' - 6" dia.
8' - 1" deep
1
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 100' - MAY 8 2014
. match existing. Install new illuminated channel letters on staging panel. :- '�~`
Cabinet to have a finished back. I. _ j_.�---= = CITYOFTIGARD
before 15.8 sqft existing hi W E L L S FARGO too
BUILDING DIVISION
II 1 . is 14'
X18' 11 .72' I
sii
I „._ 14 1 1 2 it it 2,
'' I Li. ' ! 11
4 I
_114.83'
EQ EQ Depth
"-f
E CITY OFT ' ARD
® RLVIE OR E COMPLIANCE
(2.22' • Approved: [
OTC:
a
, .
w
Permit •-
Ad - ss:
32.9 sqft :uite#:
•
Model Number w Height Width Letter Depth Sq Ft Date
CHSP-15-H 1'-3" 2'-2 5/8" 14'-10" 5" 32.9
70 lbs
OFFICE COPY
CITY OF TIGARD
Approved by Planning
Date: //0//L/
Initials:
Revisions: x
x x Date: 12-10-13 City/State:Tigard.OR
125 HILLSIDE 00 3533 9132 GF 864 2142 2204 29607 x Designer. CW PM: ES Address:11760 SW Hall Blvd Site Name 192478
www.hiltondisplays.com
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Page 1 of 2
;UMW& 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'-0"C.C.
1 Y2"x1 Y2"x3/,6"
STEEL L-ANGLE
SUPPORT
%// / . // 2/j j // ?//
ELEVATION
2" 4'-0"
%"DIA.THRU 1 Y2"x1 Y2"x3/6"
BOLTS, USE(2) STEEL L-ANGLE
PER ANGLE SUPPORT 3
SUPPORT /a"LAG SCREW,
EMBED 1 Y2"MIN.
INTO EXISTING
SIGNAGE WOOD STUD, USE(3)
TOTAL PER EACH SUPPORT
fir
3/16 "
/ / /
3/16 Pr 2 SIDE ELEVATION
EXISTING SIGN
SUPPORT ON ROOF.
NEW ATTACHMENT DOES
NOT PENETRATE EIFS SYSTEM
//
„ 410,1111)0
�
CP/ FR
/09
/ 84474PE
GENERAL NOTES
1. DESIGN CODE:OSSC 2010(IBC 2009)
2. DESIGN LOADS:ASCE 7-05 OREGON
3. WIND VELOCITY 85 MPH EXPOSURE C �2'' 'kF 3 0 2
4. ANGLE STEEL ASTM A36,36 KSI 9�c
5. PROVIDE PROTECTION AGAINST DISSIMILAR METALS F S��
6. LAG BOLTS PER NDS SPECIFICATIONS APR 18 2014
Page 2 of 2
10 815 Rancho Bernardo RD.,SD,CA 92127
LLtJJjY_ projectmanager @sullawayeng.com
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 Pnetso (ASCE 6.4.2.2)
X.= 1.29 (ASCE Fig. 6-2)
Kn= 1.0 (unless unusual landscape) I= 1 for structural category II
V= 85 mph Exposure= c
Area= 16 IL
max. height= 21.6
max Pnetso= 13 psf Pnet= 1fi.77
min Pnetso= -17.4 psf Pnet= -22.45
For inside attachments use 10 psf min. Pnet= 10
Check 1 1/2"x1 112"x3/16" Steel Angle 4= 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
• Mt„1 = WL(arm) = 3.37 kip-in
= 1.68 kip-in per support
Zreq.d= M,,vi(Ofy) = 0.05 in
For 1-1/2"x1-1/2"x3/16" Steel Angle:
Z= = 0.104 in3 OK
(I)Mn= OfyS = 3.37 kip-in OK
Check 3/8"Thru Bolts for Sign Attachment to Steel Angle Supports
Forces:
Tmax = 1.6WUnboit,T = 142 lbs nbolt,T= 4
Vmax= 1.2DUnboit.v = 94.8 lbs nboIt.v= 2
Strength Capacity:
Tcap = = 3730 lbs
Vcap = = 1980 lbs
Combined Tension and Shear:
(Tmax Tcap) + (VmaNcp) = 0.09 <_ 1.0 OK
Check 1/2" Lag Screws for Sign Attachment to Roof
Forces:
arm = = 48 in nboit= 3
Tmax= M,,,,i/arm/nboit = 12 lbs dembed = 1.5
Strength Capacity:
Tcap= 488 lbs/in = 732 lbs OK
RECEIVED
NOV 5 2013
Internally illuminated wall sign — not to scale CITY OF TIGARD
8" BUILDING DIVISION
Removable retainer
1-r
3/8" Lag screws with
aluminum tube spacers
48" O.C. (TYP)
Lexan face
Weather Seal
All Penetrations
Ballast —
uiiiimuunniwmllh!H 4-120V to J-box
in conduit
Flourescent lamps ►C
1/2" conduit thru wall
FL. All components
aluminum cabinet UI2161 Compliant
Stucco Wall