Plans OFFICECOPY
OFFICE COPY VALIDITY OF PERMIT
SCOPE OF WORK:
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION Side View Manufacture&Install:
DOCUMENTS AND OTHER 'ne (1) New Internally Illuminated Wall Cabinet Sign
DATA SHALL NOT PREVENT 8"
Deep cabRECEIVE tingle Face Mounted Flush to Building Wall
THE CODE OFFICIAL FROM • i
4 20'-0"
APR 1 S 2022 Cabinet
` (IP FRRC1Rg Clgglr: inc d
? OITY OF TIGAR i 8"Aluminum Painted Black
2"Black Retainers
BUILDING DIVISIIII /16"Lexan Face With Vinyl Graphics Overlay
f
M
) o. - S I Li ID () 111
Vinyl
Kumquat 230 74(TBD)
CITY OF TIGARD,
7
' ECEIVED • Vinyl (TBD)
Olympic Blue 230 57 TBD
--1
14—
' Approved: I 0'-2"Retainers APR 7 2022 1111 Vinyl
OTC: [ J CITY OF i iGARD Blue 230-167(TBD)
Total Sq. Ft. 60.9
Permit Its j- i , C O -�fl C L Rct O BUILDING DIVISION •Scale: 1/2" = 1' Paint
Address: ,�f mc_;v3i
Black
Suite#h 19 O
sr:---1 \- - Date 3-t-C-,2.D___.
Proposal Night View
Complete Distribution Services, Inc.
r CASCADECERAMICS IIr CASCADECERAMICS
- �► STUDIO i► S T U D I O
µ
IT• s .s s-,
■
-_ ....rs°as"+, '-_ ° .....:, .� �.. t�.'caa®a. {x�u`s�• ti:.f:.. so-
PERMIT COPY
—.tilij
This is an original unpublished drawing
www.meyersignco.com Project Name: Cascade Ceramics Acct Manager: Tony Montoya Drawing: Cascade Ceramics Wall Cabinet&Tenant Pylon Sign Rt Approval: created for Meyer Sign Company's Client
e and the project planned for the specific
li.....
\,J • sales@meyersignco.comeeds of Meyer Sign Clients.These
Sign
/n�A/ /x�A/ Street Address: 12540 SW Main St. Designer AlAI Server: T:Jobs\Cascade Ceramic Studio\rendering/... Title: Drawings are not tobe shown outside
Your LJl �'" - 503�VLO�VL00 • reproduced.
organization in copied, uayerapnco.m ,„,
Tigard, OR 972233-15-22 ess authorized
exhibited in any way Fre N,Factory
City/State/Zip: g Date: Date: This
auhorzedinwritin b an vaMsinNumberstotte
9 Y Subsuiber Factory Number:
-. ... of Meyer Sign Company of Oregon. wsozsow
_ ....... ,_...... ______ ..
(West Elevation Drawing) ,,,. ,
,.
.. ,
,..
b+ ;
# i
i
l
p#S
I I
I I I i
I I i
I I I i
I I i
I I I
I I i
I
I1 i I I
i
I I
I I
I I i
c CASCADECERAMICS HH
1
1I I1 i
• w w r_____,
. ,,,. 1 I I 1 I I I I I I
,. .,-
, „ ,, :,
. ..,__. .,.,.._,..,., ., „...,... ...... ., ........ ,,, .,,,.. ,-. ..... I _. _ . _ ,
,:
l 1 I I I I I
I - a 1 1 1 I 1 1 1 i �������� � :�_ 1 i I i i i ���� ■
i I I I I I I i alli -L---- 1 i I F� �.
1 a
1 I I i 1 1 1 I i
i � I � I i I I I
1 a I Z 1 III 1
I � 1 1 -1- I � 1 i1
I -1-- I � � Z 1 I I I 1
1 a I Z 1 1 1 1 I I
I 1 1 1 1 1 1 1 I
-. I J_tZ I , I . H I r
11 I
41 r-o° Scale = 1/4" = 1 '
re sdlesCmeyersignco.com FILE INFO: REVISIONS: CUSTOMER APPROVAL:
. Rol Cascade Ceramics ACCT.MGR:
o
:� ' DRAWING:
i_ 0 0
rnr: Is M ongina on�or,l:ned drawing neared ror Attention:
6- 0
www.meyersjgnco.com DDRESS: 12540 SW Main St SHOP MGR: for the
Sign specific
needs of
Meyern<p.ole<tt were
'fir 2 0 0 for the speuB< n ds Meye Sign Customers. i Colors shown on this artwork are for representational purposes only.
k
T CJK phone: 503 620 8200 3- 0 0 These drnwrn s are not ro oe sno n oorsld<
4<C_ H ONE: Tiaard. OR 97223 SCALE . g your An inkjet printer,printing on copier or computer monitor display
LANDLORD APPROVAL: organization no s dcopied rePr«weea,o <xmmred
r
iESIGNER: TLM D A T E 4- 0 0 m My way uni< n zed m wnnng by an officer M cannot exactly duplicate the true color of the materials used
fax: 503 620 7074 5- 0 O Mey<rSignComp y roegooIn the actual sign making process
SHEET OF
� I
__,.........._......,„„..
"TO .IJ
a) 0
• f2 C E
4-1 en 0 • • .1,
o •_ c t.)
v) ._
N c (1) tap E tio 5 , ier 6
• • — co s- " (r)
0 60 .c< fl cs au
.. f.,o
u cu *4 a% co TA
14' tX 0 w
CI' 0 — . . 0 .ct ir •— 0 — m - o 7, tt.
..0 ..... E
ZS 4- C en 0 0 -+9 N 0 >°' '—' C •— CV
•••=. /11••• U „. 2 al - c., bl:. in gn
CU -I-, r... i..•) co 0 .,
ri P— E
+.1 tap CC 1
r.,
N 1-- •- •- •- ".
...._ ___ CO •+7,
U CO _ > .-
C >4. (0 cr) c
v) (J) —
CO s-
w v) co a„) On CU NI N ." 0
••- 2 in .kL-1., Lil 0o
U
itl' .,,.. ' ,,* "2 ;,,'1 .', r• ' , '
„
iii.
,
ti"-14/ \
..
*tr ‘
..
‘ :'''t
fo' rfi•
1 114
1,FF4 -.,„•,,,41,V. 4 , • '11111111111t
d i' ttLfifr4's
' 7 rt? .4.41,,
" k ' i .4.044. ,, , %1 \ iftr,,, , ,.i..1
tor I.tt ,p;""" 1,- . \ ... .0..^".... lir„orilt,,, ,.... .. ,
\ , 4, ' 4"fr '''
, r,...1, i:k .,''
•601#"°'*°°°
40 / * 41( ,
,,t .., 6 IP
y, „ ......
/;,// I; ti .,, , 14 i';$,f. 0,' .\ • 0 '.. A ^ et, ,.., op', t" I,0, .1,°:,,,,,, 0,,,,,.0.1, . 40 :, 1 "0'1/
* ' ., k
1 ° -' *
I ty 140 . • , 4 t t ,"%.17; fe. .., ,4 •"
rj'
_..1 : V #0..,e
.... a
%It
1
. . A
0* 1.
'
IR« A
..or IIP ,,,r tIO 0,
40 ' ,,, 'i «.**1 ' „i, t, 01 „ •L 0 '''''' , , ,..„ ,
I '\ IP' •
IV 04illiO'''' *r • ly.' 6 ',4 ', ,
• , 414
. , 41 CS'#0;‘t ,,,,,:
.,., •. .1. .,
i lir ... '
1111 .."'" i i
' Olir **- 1 , VT,... • \ .,
' . r • t,
,
\ 4,• , °, , ° , , , p •
Ito is . et .4.
.0 .
t*"
, . .f4 4. a 1
7 . t
tr..... ,„, .
..4* Jr *6
fre
4 0 .
« V* „
„,...,* 7./..,
a• .,) lit A
hik,4, ,
-. ,
. ,s. • . 1 r•
t i k
' '1 i ‘
At 1°1 . _
, ... ,... OM •114 • oh ti,
.... i,',' ' 1, „
11. or Orl
'4 If IP.'.." ' .,, ., 4 •.k ,N614 '•
7r/r. 1 IP,
- ' 41 .-
iv'tk.
., .
., .
, ,. •
„ .. A„, ...
.....-
. .
4,44 44
.1,1 qi 4k
h 011
•
, 1 .4.•
.. .. ‘
4,1 II ,
' ...• .,.'-' p' ' 4 . Oh,
. to.
ill
0
, ...
..,,,
.
,t
0.3.•,[0,'4''."...',;...'' ..'.'\iy
%
,
%
.„= I ra i
ltit.*ts
t2oi
.. k 4 si'4 " . m6
4l
...4cC,...-'.
1
, 'A* • „,
. „. ' 5 .
.„ ,.
•
S'4
0
.e
,441‘ I
ck
,
WALL SIGN DESIGN
Scope of work is for the design of the connection of the wall sign to the existing structure only.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B
Sign Height= 30.00 ft(max)
Topo.Factor,Kzt= 1.00
Direct.Factor,Kd= 0.85
Corner Zone:No
Resulting Parameters and Coefficients: �r�
Wall External Pressure Coefficients,GCp: GCQYtJ t PROF�_(tA/
• GCp Zone 4 Pos.= 0.90 J`tlh��`""'��� vtl
• GCp Zone 5 Pos.= 0.90 N G E Q
GCp Zone 4 Neg.= -0.99
GCp Zone 5 Neg._ -1.26 4/ 7252 'E'Q
a= 7.00
zg= 1200
Kh= 0.70
qh= 8.8 psf =0.00256*0.7.1.0.85'98^2*(0.6,allowable) 4 Op
Case 1,F(-)= -9.6 psf =(-0.99)-8.8psf
Case 2,F(+)= 7.9 psf =(0.9)"8.8psf ti
Sign Geometry: Col
= 3.50 ft(total) 'P�Fs OSEPH
Width= 20.00 ft(max)
• %solid area= 100%
Area= 70.0 ft2 =3.5.20.100% EXPIRES:12-31-2022
Sign Thickness= 8.00 in(channel letters or cabinet)
Sign Dead Load= 4.00 psf(max)
Appx.Weight= 280 lb =4psfl70
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
No offset,sign flush to surface.
fastener couple= 36.00 in(vertical)
Total#of fasteners= 12 (minimum)
50% of fasteners resisting tension due to eccentricities(along top of connection)
V,fastener= 23 lb =280/(12 fasteners)
Mew..case 1= -13216 in-lb =-9.6'70'(3612)-280•(8"/2)
• R,upper,case 1= 61 lb(tension)=13216/36'1(12 fasteners"50%)
M„p,case 1= -10976 in-lb =-9.6'70'(36"/2)+280*(8"/2)
R,lower,case 1= 51 lb(tension).(10976/36")/(12 fasteners•50%)
Mbonom case 2= 8834 in-lb =7.9"70*(36 72)-280'(8"/2)
R,upper,case 2= 41 lb(tension)=8834/36"/(12 fasteners'50%)
Mire,case 2= 11074 in-lb =7.9'70*(36"/2)+280•(8"/2)
R,lower,case 2= 0 lb no tension occurs along lower support
finish thickness= in(non-structural)
o.d.of pipe spacer= in
add!tension= 0 lb
T,fastener= 61 lb
V,fastener= 23 lb
Wall Const.:Plywood/Wood
Fastener Type:Hilti Toggler
Fastener Size: 0.375 in
Tc= 144 lb 61 OK42%
Vc= 102 lb>23 OK 23%
Use 0.375"Hiki Toggler to Plywood/Wood
3/8"dia. Hilti Toggle Bolt from cabinet
through existing plywood sheathing. Typical
at(12)approximate locations shown.
20'-0"
4.3
CASCADECERAMICS
rr► STUDIO
Project Name Cascade Ceramics Wall Sign Project# 220561
. MR
CONSULTILLEING Location 12540 SW Main Street, Tigard, OR
ENGINEERS
F
Client Meyer Sign Company of Oregon
EPA)
9600 SW Oak St#400 503.246.1250 CJM l.�PA 4/17/2022 Page
1 of 3
Portland,OR 97223 miller-se.com By Ck'd Date g
GENERAL
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY
FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE
REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST
INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF
SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL
ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE
SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY
THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT
THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR
SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW
TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS
SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH
SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE.
THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT
SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND
SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT
OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE
JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS
THE CONTRACT DOCUMENTS SPECIFY OTHERWISE.
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND
USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE
BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE
DESIGNED BY OTHERS. ANALYSIS FOR MOVEMENT DUE TO VORTEX SHEDDING OF WIND FORCES IS NOT INCLUDED
IN THE SCOPE OF WORK. IF MOVEMENT CAUSED BY VORTEX SHEDDING IS A CONCERN, WIND TUNNEL TESTING OR
OTHER ANALYTICAL MODELS SHALL BE UTILIZED TO EVALUATE THE STRUCTURE.
CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR
THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS.
BUILDING CODE
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE
2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
D PROFF
\ ' "Fs`�%
7252 'E
9,p1 • y • ti Q�
OSEPH Q
EXPIRES:12-31-2022
Project Name Cascade Ceramics Wall Sign Project# 220561
1 Art MILLER
d CONSULTING Location 12540 SW Main Street, Tigard, OR
Mik ENGINEERS
Client Meyer Sign Company of Oregon
9600 SW Oak St#400 503.246.1250 CAM l.�t-M' 4 17 2 of 3
Portland,OR 97223 miller-se.com By Ck'd Date 2022 Page
vaimmogimaaa
• DESIGN LOADS
THE FOLLOWING ARE THE DESIGN REQUIREMENTS:
STRUCTURAL DESIGN CRITERIA •
RISK CATEGORY II
WIND DESIGN DATA
BASIC WIND SPEED(3 SEC GUST) 98 MPH
EXPOSURE B
ALUMINUM
ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM FILLER
ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT
CORROSION.ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY(AWS) D1.2.WELD LENGTHS SHOWN ARE
EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL BE BY AWS CERTIFIED WELDERS
FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF
MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON
STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. ALL
FASTENERS IN CONTACT WITH ALUMINUM TO BE HOT DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A
PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION.
PRO,e
�G 1 N 4O
�`' FF 7252 •E
OSEPH
EXPIRES:12-31-2022
Project Name Cascade Ceramics Wall Sign Project# 220561
dift MILLER
CONSULTING Location 12540 SW Main Street, Tigard, OR
ENGINEERS
Client Meyer Sign Company of Oregon
9600 SW Oak St#400 503.246.1250 CJMl1f 2022-1"- 4 17 3 of 3
Portland,OR 97223 miller-se.com By Ck'd Date Page