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il Affiliations:
tw ,a � � I 1 - DOUBLE FACE ILLUMINATED PYLON SIGN W /TRANSLUCENT PUSH -THRU GRAPHICS
Vancouver Sign Group • -=-- w -� ® b*r SIek COUNCIL ,
INTERNAL ILLUMINATION: WHITE FLUORESCENT LIGHTING SYSTEM Re � /
360:693.4773 • WWW.VANSIGNCO.CONS • 2600 NE ANDRESEN RD. STE. 50 VANCOUVER, WA 98661 Mq
('1) B CO), 0 1 2012 ea .
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b vet 1 � may e, 01... sawn. -t o liv..e..e.. f E S' N
1/8" ALUMINUM FACE W/ ROUTED OUT ivE.tb/'1. k fe- iori s
GRAPHICS; PAINTED SATIN BLACK
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CABINET - ALUMINUM FRAME - -- j St' 64 4
> CONTRUCTION; PAINTED SATIN BLACK 1
f
(9 _ _ . 01 128"
0 if, I f '
I/2"CLEAR ACRYLIC PUSH -THRU GERBER
.,.....,:„.,,,,,_ .,....., GRAPHICS W/ TRANSLUCENT , 1. G E N UA k i B r.AD. r
DIGITAL VINYL FILM OVERLAY
COLOR TO MATCH - PMS 144 UNSTOPPABLE. :. UNSTIFFSI
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---- ---- - - -- - 3" ALUMINUM REVEAL; 1 I _ �, , -
PAINTED SATIN BLACK � -- ,
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,y Approved plans SIDE ELEVATION 1 ■11 _ ,�, .
le � ' shall be on job site. - T.
EXISTING CABINET - -
AS IS . _
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CITY OF IGARD k
Approved 1.0.-) ri-r-- t : .� • K . j 1 .... .
Conditionally Approved [ ] BEFORE AFTER Not to 5Gu..\
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See Letter to: Follow ( I _
Attached .�.���
PernvtN ber: . t " �--C,YJ:1— EXift1nR lSi. SQ 4 cemove ft,.evJ
Ad. - :� ..r0 " - - "" J 0. �� Lct�l►1Ct fG��oILCS
By: _ %. %s Date: Cif 2-- _ Z
E I TING 4 0 totoJ .
D/F PYLON SIGN: FRONT ELEVATION OFFICE COPY
FILE NAME: GERBER PYLON PERMIT.ai / GERBERGEAR• ph SCALE: 3/8" = 1.-0" APPROVAL SIGNATURE:
4,0 No. I" DESCRiP110N WE 1 Cbeni:
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DESIGN NUMBER: 12 -0233 LOCATION: PORTLAND, OR
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OMPLETED DATE: 3.29.2012 DESIGNER: RON R. V G S y
REPRESENTATIVE: RON ROBINSON p 3O. ES REP: G E R E3 E '
S HOP ORDER: Pct: gg
This original design and iltasiration is a property of Vancouver Sign Group and is protected under the Federal Copyright Laws. Reproduction of this design concept without written authorization by Vancouver Sign Group is subject to a penalty fee o; 11,000.00. The colors represented herein art the closes match to the actual material colors.
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Page 1 of 2
A/UAW& P. O. BOX 28789, SAN DIEGO, CA 92198
MIKE @SULLAWAYENG.COM
ENGINEERING PHONE: 1-858-312-5150 FAX: 1- 858- 777 -3534
PROJECT: GERBER, 14200 SW 72ND AVE., PORTLAND, OR DATE: 4 -17 -12
PROJECT #: 1758 ENGINEER: MTY
CLIENT: VANCOUVER SIGN CO. PAGES:
9' -0"
-\ \ \
o (N) SIGN CABINET
- IN
(E) 8" PIPE
1= 0.322" ■
. %" S.S.
TYP . THRU BOLT
/6t`- /
L 1%2 "x% "x
TYP.
3' -0"
/ /
(E) 16" PIPE 3 SADDLE DETAIL, TYP.
Co t= 0.375"
. A.41 PRAE
• 84474PE
•
o :t
OREGON
5' -0
(x5' -0 ") '414 F 3 0 2° y-
F Svc
0 ELEVATION
GENERAL NOTES
1. DESIGN CODE: IBC 2009
2. DESIGN LOADS: ASCE 7 -05
3. WIND VELOCITY 100 MPH EXPOSURE C
4. CONCRETE 2500 PSI MIN.
5. PIPE STEEL ASTM A36
6. BOLT STEEL ASTM A307
7. LATERAL SOIL BEARING PER CBC CLASS 4 (150 PCF)
Page 2 of 2
P.O. Box 28789, SD, CA 92198
mike@sullawayeng.com
E N G I N E E R I N G Phone: 858 -312 -5150 Fax: 858-777-3534
PROJECT: Gerber DATE: 4/17/12
PROJ. NO.: 1758 ENGINEER: MTY
CLIENT: Vancouver Sign Co.
v1.7 building code; IBC 2009 units; pounds, feet unless noted otherwise
Applied Wind Loads; from ASCE 7 -05
F= g with ci = 0.00256K (ASCE 6.5.10 and 6.5.14)
C 1.629 (ASCE Fig. 6 -20) max. height= 33.9
K 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= 100 mph
G= 0.85 (ASCE 6.5.8) weight= 1.939 kips
s /h= 0.998 MDL 0.00 k -ft
B /s= 0.27
Pole structure height at pressure Wind
Loads component section c.g. K q q *G *C Area shear Moment M
1 7.5 0.85 18.50 25.61 45.0 1152 8644
2 16.75 0.868 18.89 26.15 10.5 275 4600
3 19.25 0.894 19.45 26.94 13.5 364 7000
4 22.5 0.92 20.04 27.74 45.0 1248 28091
5 27.5 0.96 20.91 28.95 45.0 1303 35825
6 31.94 0.99 21.59 29.89 34.9 1042 33291
sums: 194 5384 117.45 (M k -ft arm= 21.81
for s/h =1, add 10 %: x 1.10 129.20
P 2.33 kip M= 129.20 k -ft M= sgrt(M +M
M„= sgrt(1.2M +1.6M = 206.71 k -ft
Pole Design section; pipe
M„ > pM„ with M„ = f f 36 ksi $= 0.9
hl
MA-ft) Z req'd. (in) Size(in) t (in) Z
at grade 206.71 76.56 16 0.312 77.0
splice at 18.5 ft 49.60 18.4 8 0.322 19.0
Footing Design footprint: square
co= 1.3 (IBC 1605.3.2) IBC Table 1804.2 with Note d, sections 1804.3.1 and 1805.7.2
P =7.00 kip S1 =Sxd /3 A = 2.34xP1(S1xb) S =400
S1= 1096 d =0.5xA (1+ (1 +4.36x h /A) ".5) IBC 1807.3.2.1
A= 2.11
footing: 5' - 0" by 5' - 0 "
8' - 3" deep (E) FTNG. 8' -6" DEEP