Plans a
3' RECEIVE!)
1/4'' 12.5' :12'-61
JUN $6 2014
+ 35' 109 9,'1 b"
H s CITY OFTIGARD
Furnish and install two sets of non-illuminated BUILDING DIVISION
to O flat cut out letters on angle bracket
2
i D , D 1 `the Adrienne'KCO script letters to be routed from 1/4"thick
` ` `/`` Brushed aluminum with a 3'return bottom
t ,_— OF TIGARD
2 Horizontal portion and 3"return painted to match they
Canopy 2 color-TED REVIEWED FOR CODE COMPLIANCE
Verify all mounting conditions Approved: 1 t.
OTC: (
O Flat Cut Out Letters-Canopy Mounted
Permit#: FOP2 -cc(
Scale:1/2" = 1'-0" Address: �'4�3 ��-{ � — _
Suite ••
BY: Ader `� Date: j4-
e,1 \itt -L 3 s
Sign #2 OFFICE COPY
0
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alimms
a 11111N1111111111 .
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ONORTH ELEVATION
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This document is protected under the federal cop'ri;ht law ID 2014
PAGE
Name The Adrienne canopy signs.cdr Located • Initial upon agreement Date The Adrienne ❑ `.,r`.:'`rii 0 ',E -.j lfflliutions:
Design 14-0654 Designer Garnttklatttmoe ga 11,'4.':, F. M ® A
Client 7148 SW Gonza Street r:r .
s 1
Date 4.30.14 Rev Date Tigard Oregon �-*`'• • Vancouver "-��"� � "'"�"'�'
❑ � «
VSG Rep Jeff Mickel Rev no. • landlord 97223 m Ia. Sl�ytl GI'011p• -Creative Signage Solution.~Batted on Quality and Social RespurxsWiliq.- i
" , - ,
Page 1 of 2
10815 RANCHO BERNARDO ROAD
PROD ECT
1
LJ-LLJJJI'Y SUITE 260,SAN DIEGO,CA MANAGER @SULLAWAYENG.COM.COM
ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534
PROJECT: the ADRIENNE-7148 SQ GONZAGA STREET,TIGARD,OR DATE: 6-23-2014
PROJECT#: 5855 ENGINEER: JS
CLIENT: VANCOUVER SIGN GROUP PAGES:
12'-6"
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gm
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\ -.2. ,-/I,'//; / -//i /ice /,.- /,.. ,,. ,,, ,, . ,, ,
,/,,//�/ i/,,,/,,,/ .,, ,,i/��/., , ,, ,, ,,/,,/ ,,//;iii/ .
411 EXISTING METAL
STUDDED CANOPY
OFRONT ELEVATION
3"
8474PE -
re
Y4"ALUMINUM --�
LETTERS W/3"
OREGON RETURN
y'F1 F ISU3 ''t.
SECURE LETTERING TO
JUN 3 2014 CANOPY USING(1)
Y4"0 SELF-DRILLING L
SCREW EVERY 24"O.C.
EXISTING METAL '/7//
STUDDED CANOPY //
BY OTHERS •
OSECTION
+ GENERAL NOTES
1. DESIGN CODE:OSSC 2010&IBC 2009
2. DESIGN LOADS:ASCE 7-05
3. WIND VELOCITY 85 MPH EXPOSURE C
4. SELF-DRILLING SCREWS PER ICC ESR 1976 OR EQUIVALENT
5. PROVIDE PRV TCrTIOJN AGAINST J1P AIA V 1I tf3 METALS
I
A
Page 2 of 2 AREAWAY 108I5 Rancho Bernardo RD.,SD,CA 92127
1 projectmanager@sullawayeng.com
E N G I N E E R I N G
PROJECT: the Adrienne DATE: 6/23/2014
PROJ. NO.: 5855 ENGINEER: JS
CLIENT: Vancouver Sign Group
building code; IBC 2009 units;pounds,feet unless noted otherwise
Applied Wind Loads; from ASCE 7-05
Pnet=X Kzt I Pnet3o (ASCE 6.4.2.2)
X= 1.21 (ASCE Fig. 6-2)
Kzt= 1.0 (unless unusual landscape) I= 1 for structural category II
V= 85 mph Exposure= c
Area 25 ft2
max. height= 17.0
max Pnet3o= 12.4 psf Pnet= 15.00
min Pnetso= -16.2 psf poet= -19.60
For inside attachments use 10 psf min. Net= 10
0= 0.9
Check 1/4" Self-drilling screws securing letters to canopy stud framing-(1)every 24"
wind force= (25 ft^2)(20 psf)= 500 lbs
V per anchor= 500 lbs/7=72 lbs
V capacity= 215 lbs per ICC ESR 1976 OK
. .,
SW GONZAGA STREET
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