Plans (6) Sign # 1 OFFICE COPY (Sign #1 Drawing ) Side View SCOPE OF WORK:
t/8"Thick-3"Angle t
1/4"Thick Aluminum Letters RECEIVED
< 8' 5 1/4" it 1 One (1) Set of Non-Illuminated FCO Aluminum Letters
SEP Manufacture& Install:
2022 FCO Letters
A CITY OF TIGAFID 1/4"Thick Aluminum i
BUILDING DIVISION Painted Horizontal Brushed Aluminum Finished
—1.------. , , V . 1 , //—
Angle
- 1/8"Thick-3"Angle Aluminum Painted to Match
Canopy Color(Charcoal Gray)TBD.
\--.._ / 0 0 AA . 1 t t' Mounted on Top of Canopy Centered Above Door.
0'-3"Raceway
Total Sq. Ft. Mr ,;�� Canopy
Scale: 1" = 1' _.
Paint
�� �i � r ���'! Horizontal Brushed Aluminum Finished
. Paint
? � �3 r__ ■ Charcoal Gray TBD
z A . ��
.Qxrrnpn - _mir_
_ _ OFFICE COPY
T T..=®= CITY OF TIGARD,
;�..�® REVIEWED FOR CODE COMPLIANCE
S -
• • �_®. Approved: ]
...:—.......a I le I *
OTC: [ ]
... �N„A ' Address: ) i g -S LA7 1 �Aj
IMIONEHMEBINIWINIMINI
Suite # :
�— �' By Date: `)�0 - .2..Z,
. 11111011
---"'�
i
. VALIDITY OF PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
THE ISSUANCE OF A PERMIT
�L:) 1 } TfOfi11iD
Approved b
DATA SHALL NOT PREVENT Y Planning
.:; E.. , • THE CODE OFFICIAL FROM Date: /�7' 2 2
L .:, �-: REQUIRING THE CORRECTION 3nitiai�: �[iy
. ., 'Q OF ERRORS OSSC 105 4.i+ EO
rtPERMIT COPYi
Tis an original a puhl l- d tl inq
,gyp' Project Name: Everbowl Acct Manager: Jay Drawing: Everbowl -Tigard -FCOs and Panel -R3 ., _o ThisThisis'°'"eyea5g Companyda°ie
T af�i- WWW.meyel'$Ig nCO�COm I gt; `+°"hi: and the Meyerr Sign
specific
needs of SignClients.These
lir4tgvicvCit.‘
1 sales@meyersignco.com CO
Street Address: 11858 SW 72nd Ave. Desi ner: Al Server: TJobseE'erbowi-Tgard\RenderIng'-. Tie- °raw qeen°`to°esho °°"d°503-620-8200 g ou oroanixauonn rn d pad a. �ese a-p d d,otonnor used anywaya norizedin ring by ar officernet/Site .ee u �eCity/StatelZip: Tigard, OR 97223 Date: $ 01 22 CsarC: IofMeye-SignConeanyefOregon .502 01
(Sign #2 Drawing ) SCOPE OF WORK:
Manufacture&Install:
One (1)Double Faced Non-Illuminated
Fabricated Aluminum Blade Sign with FCO Acrylic Letters
Side View
c-r Blade
• 3"Deep Fabricated Aluminum Painted to Match
Verify Canopy Color(Charcoal Gray)TBD.
1/2"Thick FCO Clear Acrylic Logo and Letters
Painted White and Mounted with BHV Tape.
Square Tubes
2"Thick Fabricated Aluminum Painted to Match
Sign #2 Canopy Color(Charcoal Gray)TBD.
Mounted Under Canopy.
Paint
White
Paint
2"Sq.Tube i� II Paint
Gray TBD
3"Deep Aluminum Cabinet rov A
1/2"Acrylic Letters and Logo
1 1
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Total Sq. Ft. x
Scale: 2" = 1' .��
1.'
It
PERMIT COPY
Ti—s an original unpublished drawing
Everbowl-Tigard -FCOs and Panel-R3 Approval:
"eata°'orMeyerSiq"`°mpa"veore
V" 'O Project Name: Everbowl Aect Manager: Jay Drawing: 9and needsthe MeyerSignnetl far is soecitio
www.meyersignco.com I Clof eyer Clients These
Draw ngs are not to be shown outside
liw.._
S7 C sales@meyersignco.com 11858 SW 72nd Ave. Designer: Al Server: raw eyemow-Tigard aeDaa"n9._ Title: your organization nor used,c°pied .m,sledn W0.9.
{A�f/1 -w/ Street Address: 9reproduced.or exhibhetl In any way rk nmcer.suese
503-620-8200unless authorized in b oar eh;""""onemie
City/State/Zip: Tigard, OR 97223 Date: 8-01 22 Date: g by ��° 02S001°mom°
of Meyer Sign Company of Oregon. assozwm
(West Elevation Drawing )
Sign # 1
' I ' 111111111111111111I ' I ' I ' 1111I ' 11I ' 11111111111111111111 ( 1111111111 11111 T
I I I 1 I I 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III Sign # 2
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I III I 11 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I (
11 I I I I I I I I I I I 1 I 1 I I 1 1 I I I I 1 I I I 1 III 11 11
1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I II (
I I 1 I 1 I 1 I I I I I I I I 1 I 1 I I I I I I I y 1 I y 1 1 1 1 11� 1 III
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I1111 ' IPPP 111 ' 1 ' 1
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1 1 1 I I I I (
1 1, 111 , 1 II I1 1 11111
1 1 11111 ' I ' l I ' I ' I
I1I11111 11 11111
It ] 1 - 1 I I
Scale + 1/2" = 2'
A 35'-0"
REVISIONS CUSTOMER APPROVAL:
original unpublished drawn created for.,.a sal esemeyersignco.com ", Erct:c; d C M E - a" °hs s ` Attention:
+��It._� •e DRAWING: Mover<�p�companyseu:comer and menroiercplannea
:"_ c i" 0 0 -.s DATE for me spec Ec ,eeds or nneyer sgn <usromerz 1 Colors shown on this artwork are for representational purposes only.
Sim;Co• phone yersignco.com ADDRESS: Tigard,
SW 3 HOP MG2: 2 0 0 mere drawngt arc nor to b mow ou,vde your Anlnkletpdntegprintingoncoplerorcompurermonitordisplay
TI 2(Cf, OR 97223 5 C A L E 3- 0 0 LORD APPROVAL: agars u�on nor used coped reproaecea o exnro tcd cannot exactly duplirzte the true color of the materials used
I ITEM
phone: 503 620-8200 PHONE: 9a o o W Meyerwan Comps ny&Ored m wmmF n,�, never of r0
fax: 503 620-7074 t�-5` T�-f'� SHEET OF 5" o o ver Sign Company or orego�. in the actual sign making process.
6- 0 0 DATE ,
. (Site )
Plan )
e .0
X -s' `.'*e � w� •<nt, r, /, SITE PLAN
_ `' m, ! _ 11858 SW 72nd Ave.
4 . , Tigard, R 97223
t° , •z Ti a d, O
` '.. +
i' . 1 .. ; I $.- - "t• r ' ;i {" 1t1.• a• it
^t�; 1 x ,,*r•ar ,,,, r Description of work:
, l i Install 1 set of Non-Illuminated
,1 •,% -., t ..t tin-'. 1 ; .ife'yr o[4 ' F' .'ram.. • r
FCO letters on canopy and a blade
.,, . ...... ..,„,, .. .''► , 1 I ti, •. I , - sign under the canopy
- . ,...
d i-a
a
w S Contractor:lgn
Meyer
Sign Co. f Oregon
- ,- 5 SW 74th Ave
�. �, �` 1520
le
Tigard, OR 97224
if- • ,£ t. •40 : . ‘ " ;�� �- (503) 620-8200
�l,...� i4` r Contact Tony McCormick
r r LOt BOU11da1" •� �- Business to receive sign:
rc
Everbowl
.; . a '" - . l'.,'-,
-• F? ✓diatr c`I 11858 SW 72nd Ave.
i ,� + � •�: . t, _ fit! ` t ti Tigard, OR 97223
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Sin # 1 Location .i. '. a' N
Sign # 2 location 9 _ _ . , II„........mr,
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' Scale: 1 "
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PLE INFO: REVISIONS: CUSTOMER APPROVAL:
sales@me ersi nco.com mIz �, original n�.�.h<a a created tar
!� Y 3 r olECT: Pro e-ei Name AccT.MtUR: ;r: attention:
Tic
�. DRAWING: Meyer, st,n specific
ca' andlhepubes,plan planned/'� I n INIl1AL5 DATE for the drawings are
of MeyerMey Sign Customers Colors shown on this artwork are for representational purposes display only.
It.
S .v_ www.meyersi4�neo.com ADDRESS: Street Address SHOP MGIt: 2- 0 0 Thesel re not to re shown outsideprinting on copier utermonitor
your An Inklet printer,p g p p
hone: 503 620-8200 City, s- 0 0 LANDLORD APPROVAL: osan ror on no sea <cpi<d.r<w«w«a.or<:nieit<d
_^ry�1 PHONE: State, ZrZI 5 C A L E ¢ 0 0 In any way unl th ed in wr t ng by an atficer at cannot exactly duplicate the sign nn color of the materials used 0
�1` CfSCJ r),T�a(;�: D r^ C 5- 0 0 Meyer Si Company fo.gen- in the actual making process.
fax: 503 620-1074
SHEET OF 6- 0 0 wmALs DATE
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 8'-5 1/4"
ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR I
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 COPYRIGHT DATE issueo
FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION Miller Consukng Engineers,In.
THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS - 1 '
DURING CONSTRUCTION. 0 ,
m , , i C
'THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS �� — D
OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR 1 / a " MILLER
CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED
EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY CONSULTING
DURING CONSTRUCTION. THE CONTRACTOR SHALL,AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED ENGINEERS
PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED 2--\
AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL 9570 SW sam reme
EXISTING STEEL NOTES: SuRee One Hu Bred
INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A 1. SCOPE OF WORK IS FOR THE Port219
Phone 503.246.1250
CANOPY 503.2d6.1395
WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. TYP. DESIGN OF CONNECTION OF THE Fax Fox 503.346aA05
SIGN TO THE EXISTING STRUCTURE.
THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE 2. VERIFY ALL CONDITIONS PRIOR TO
ANDJ
JSPECIFICATIONS OR THEPROECT SPECIFIED HEREIN. M DESIGN,OADVICEIAND II SITRUCTIONS ATTENDANTI
ITHERETO ARES USED ON I SIGN ELEVATION GNEERS DISCLAIMS ALL LABILITY IF THEE PLANS FABRICATION. u)
ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. 3/4"=1'-0" Z
OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL �_
ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. (n
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, a
LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND 0
WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. Z z
EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. Q 00
U W
BUILDING CODE
O
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE BASED o
ON THE 2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED
OTHERWISE.
DESIGN LOADS �\` e I N 6F ss% 0 an o
STRUCTURAL DESIGN CRITERIA: RISK CATEGORY II P -IL---
WIND W
DESIGN DATA: BASIC WIND SPEED(3 SEC GUST) =98 MPH 1/4" DIA. HDG 7252 -EW wg
BOLT AT 30"
EXPOSURE: B //"" „ w
SNOW LOAD: N/A O.C.,TYP. r '1 tits!ryo @ f
ALUMINUM 944s v °a O�P DRAWN EY. M
ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM ` ✓OSEPH °HEWEED eY: ,,
PROJECT NO: 2212E7
FILLER ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO EXPIRES:12-31-2022 ISSUE DATE 06-22-22
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 oz
WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED.ALL BUTT WELDS SHALL BE FULL PENETRATION
w
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 ALUMNIUM TO BE HOT EXISTING STEEL
DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. CANOPY
NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. o
S .
I
SHEET CONTENT
C2 MOUNT PLATE
SHEET
S1 of 2
GENERAL
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK 1/4"DIA. BOLT,TYP.
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
11
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 ° ° COPYRIGHT DATE ISSUED
FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION I Miller CansoKirg Err9inee s.lnc.
THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS j r EXISTING STEEL .
DURING CONSTRUCTION. CANOPY MEMBER A�
2x2x1/8 ALUM. _
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS / TUBE, TYP.
OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR MILLER
CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED
EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY .D CONSULTING
DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED ENGINEERS
PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED
ur
AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL s neSo Barb
Blvd
INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A PortPnoland,O 46.1219
WORKMANLIKE MANNER AT THE CONTRACTORS EXPENSE. Fax 503.246.1395
www.miller-se.com
THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE I_ 7
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. `I Z
OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL 0
cn
ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. (0(
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, �\ _ / a_
LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND O
WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. NOTES: Z z
EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. SIGN ELEVATION 1 DESCOPE OF ORK IS FOR THE
SIGN OF1TUUBE SUPPORTING Q O
BUILDING CODE THE SIGN CABINET AND THE U
Lc lie
_ 1 1/2"=1'-0" CONNECTION OF THE SIGN TO _IO
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 / THE EXISTING STRUCTURE. 0
OTHERWISE. 2. VERIFY ALL CONDITIONS PRIOR 0 O
TO FABRICATION. CO O •
z
DESIGN LOADS ct 6 o
STRUCTURAL DESIGN CRITERIA: RISK CATEGORY II W
WIND DESIGN DATA: BASIC WIND SPEED(3 SEC GUST) =98 MPH w No
EXPOSURE: B W w mcl
SNOW LOAD: N/A M 7-
ALUMINUM DRAwNav: wM
ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM `HE`KEoer
PROJECT NO: 221267
FILLER ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO ISSUE DATE, 66-22-22
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 a
WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED.ALL BUTT WELDS SHALL BE FULL PENETRATION 0 PROF 0
WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME '$ �G 1 N FF 42 o
FINISH COAT AS THE MEMBER BEING WELDED. ALL FASTENERS IN CONTACT WITH ALUMNIUM TO BE HOT 4., 72�'E p e
DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION.
NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. /" o
.N o
9V( /y 0% ,p���Q�
✓OSEPH !A SHEET CONTENT
EXPIRES: 12-31-2022
SHEET
S2of2