Plans (Sign # 1 Drawing) =_ ,rlc COPS
SCOPE OF WORK:
Manufacture & Install:
One (1) Internally Illuminated Double face Pole
3' - 4" 1' - 2"
I ___ Sign
( Cabinet
,„%1 I Fabricated Aluminum Cabinet
2"x 2"Aluminum Angle Frame
Internally Illuminated With 7100k White LEDs
4.�' Copy Routed from Face
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1/2" Acrylic Push-Thru
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Backed Up with 3/16" White Lexan
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THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
Sign
Scale: l/2" _ 1r 0" 111/ PERMIT COPY
This is anMeyer
original unpublished drawing created
Project Name: Shawn Gardner DancingAcct Manacer: Phil Hottinger Drawing: SDG Signs R2 Approval: tor This Is ar5gn Cc nalunpylished dand rawn
created WWW.meyersignCo.Com J g g- g I p planned for the specific needs of Meyer Sign
9 L sales@meyersignco.com Street Address: 8900 SW Commercial Street Designer: JC Server: T\Shewn canner ozocm lRe ded Clients These Drawings are not tp be shown
Q1 g g Title. outside your organization or used, copied, f.orsy.m469OM.
reproduced or exhibited in any way unless x.Ny„wr Esaaca
503-620-8200 City/State/Zip: Tigard, OR 97223 Date: 6/13/22 Date: autberiaed III wrigngbyan officer of Meyer Sign Parry SiteNumber 6101ta
Company of Oregon. a xmwy xumw•.
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' (Sign # 2 Drawing) SCOPE OF WORK:
Manufacture & Install:
I12' 0" I I 8,----- One (1) Single Face Internally Illuminated
— Wall Sign
r I Cabinet
n 2
8"Alumnum Returns
0
2"Aluminum Retainer
;
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3/16" White Lexan Face
I 1 1\1 Y X 1
Graphics
Black Vinyl Grap
■ Black(Satinhics) Reverse Out Copy
Decorative
■ Lines Digital Print Graphics (Non-Ilium)
o, Paint - Cabinet/Retainer
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Background - Reverse Cut Copy
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Black Vinyl
Print- Decorative Lines
DANCE • �F ITN E EVENT
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Sign
Scale: 3/4" = 1' - 0"
60 sq ft.
Sign weight = 75 lbs
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DANCE•FITNESS•EVENTS DANCE•FITNESS•EVENTS
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PERMIT COPY
Ibis isMew
an original ¢hae drawing prated
www.meyersignco.com Project Name: Shawn Gardner Dancing Acct Manager: Phil Hottinger Drawing: SDG Signs R2 Approval: tor ntn1 tsign Company'sOWerrenl and MeyerSign
oliened for Me Drawings
needs t t eyer sign
sales@meyersignco.comG Title: wdnld.Torre oawings are not s be shown
Street Address: 8900 SW Commercial Street Designer: JC Server: T]shawn Gardner pancinglRendenng outside your organization ncr used,copied,
re roduced, or exhibited in anywayunless we evenu o,,
kyfer,!.
503-620-8200 City/State/Zip: Tigard, OR 97223 Date: 6/13/22 Date: vw`,S""cE63
authorized of Oregon
by an officer of Meyer Sign retry sn<x�mr.rarone
Company of Oregon. e6eane.0r,no.r xmr.:
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(Sign # 3 D raw i n g) SCOPE OF WORK:
12' 0° Manufacture & Install:
1 1 One (1) .090 Aluminum Flat Panel Sign
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■ Background
P.' Black0 1\1 S( X ,
Copy
White
Print- Decorative Lines
3M 7725-99 Fawn
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DANCE • F ITN E • EVE T
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Sign
Scale: 3/4" = 1' - 0"
60 sq ft. r,k.
Sign weight = 50 lbs - "ti
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�.'� www.meyersignco.com J 9 9 g 9planned 4 the 9Peafm need9 of M yer Sign
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`(� sales@meyersignco.com Street Address: 8900 SW Commercial Street Designer: JC Server: r:�snawn Gardner oanem9taenaeaD9 Title: outside your organization nor xswa 6unied,
��<� 1 503-620�8200 Cit /State/Zi . Tigard, OR 97223 Date: 6/13/22 reproduced,writing inhlban in erw rSign "°'re^ 61011
v pany ay File NumMr E61369
l P' 9 Date: Cotmpany01Oregong by an officer of Meyer Sign nary sae xum[•r.6tmta
9ube[nb Ea[tory NrmMr
965025 001 •
(North Elevation Drawing)
Sign # 2
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Scale =1 /2" = 5'
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FILE INFO: REVISIONS: CUSTOMER APPROVAL: - ... .
sales@meyersignco.com PROJECT: Onyx ACCT.MGR: DATE. BY: This is an original unpublished drawing created tor Attention:
__ n DR AW I NG: Meyer Sign Company's customer and the project planned •
lv�V www.meyersignco.com ADDRESS: $9OO SW Commercial St. SHOP MGR I. 0 0 INITIALS VAlL fug me specific needs of Meyer Sign customers. I Colors shown on this artwork are for representational purposes only.
lir 2- 0 0 These drawings arenot to be shown outside your ' An inkjet printer printing on copier or computer monitor display
�rJ`j,, hone: 503 620 8200 SCALE . 3- 0 0 LANDLORD APPROVAL: orgam�uon nor used.copred,reproduced,a exhibited ' cannot exactly duplicate the true color of the materials used _�
ahv_'. P PHONE: Tigard, OR 97223 4 0 0 any way unless authorised In wnnng by an officer of • y p r1a ICJ
fax: 503 620-7074 DESIGNER: TLM D A T F. Meyer Sign company of Oregon n he actual sign making process.
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SHEET OF 5- 0 0
. 6- 0 0 MI IALS DATE
(West Elevation Drawing)
Sign # 3
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Scale = 1 /2" = 5'
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FILE INFO: REVISIONS: CUSTOMER APPROVAL: __._ _
sales@meyersignco.Com IR0 ECT: Onyx ACCT.MGR: SATE. 6y, This is an original unpublished drawing created for Attention:�� I Y Meyer Sign Company'sustomer and the project planner i
"NteN DRAWING0
:
!e CO• www.meyersigneo.eom ADDRESS: 8900 SW Commercial St. sHop MGR:lit.....
Sigli 2- INITIALS DATE for These
edrapieo needs of
not to be shown outside
mars. Colors shown on this artwork are for representational purposes only.
drawings are s your ' An inkjet printer,printing on copier or computer monitor display •
�-.�� hone: 503 620-82DD 3- 0 0 LANDLORD APPROVAL: organisation noz user,copmr,reprorucer,or«hinter
M PHONE: Tigard, OR 97223 SCALE :
A L E : cannot exactly duplicate the true color of the materials used V
�" fax 503 620-7074 DESIGNER: TLM D A T E 5- 0 0 in any way umess auModzed in writing by an officer of
Meyer Sign Company of Oregon. I —_ — in the actual sign making process •
6114
SHEET OF 6- 0 o INITIALS DATE
(Site Plan )
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Oir al Tigard, OR 97223
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' ` '.'(aIf.6' 4 Ut lr _ r`'�I_'i�LI(3I - LJ '�?'e. Ir ' . t Description of work:
� ` ` _ N r Sign # 3 Location �i, • Install 1 internally illuminated wall
.... • '� ""' ""' ! sign and 1 non illuminated wall
•. panel and 1 internally illuminated
�, `- •�' ,` ,* v\13tt tin-.- F i lt-r tl r freestanding sign on tenants North,
a y F Wit, - O�� f _ West Elevations with the
. . . �' .y • �O/c - " _ freestanding sign being in the exact
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` ~- - I I� location as previously installed.
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' ♦ = = , .�-_-s, -.30,n 3a Ci of D Sh. 1 at w Sign Contractor:
{ � - r * # 1 Location 1`' t S' „ Meyer Sign Co. of Oregon
s , Sign89On •SVV ®ommerd'a S: — ,
- , , 15205 SW 74th Av
v f Tigard, OR 97224e
.
' * 11.11111'' 4 I (503) 620 8200
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_ `' " .. 7 U Ttr 1 Contact Tony McCormick
4600,
ID!, . J tit. /f 4 .-s - 1
k } '- `,. Business to receive sign:
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- . � Sign # 2 Drawing '. `� •
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`. , .,� '` '� \ 8900Commercial St.
SW
4 r fi. . '0 , `° .k e- ink : :i-7 et Tidal„ Tigard, OR 97223
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Scale: 1/16"= 4'-0"
FILE INFO? ` REVISIONS: CUSTOMER APPROVAL t
sales@meyersigneo.com PRO ECT: On X ACCT.MGR: ;,,. This Is an original unpublished drawing created ror Attention:
I y DRAWING: Meyer sign eoerpanys cosmmerand the proiect planned+,P�k� wWw.me ersl ncoVcom ADDRESS: 8900 SW COf771718!"CIal St. SHOP MGR: I- 0 0 INITIALS DATE ro, the spea9e needs of Meyer sign ens,pmer:. Colors shown on this artwork are for representational puryases only.
r� `�' y g 0 0 drawing' are na to be shown o bide our Anlnkle prlMer,prlotingoncopleror omputermonitordsplay
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S,�yb'w,-rye hone: 503 620-8200 1'H O N E: Tigard, OR 97223 5 C A L F 3- 0 o LANDLORD APPROVAL. craan�twu d pied.reproduced.o e.mmtee cannot exactly duplicate the true color of the materials used
L-A �'m'" fdx: 503 620-7074 DESIGNER: TM£3G�t D A T E : SHLEI OF 5 0 0 1"a"y way°i run .d'in wrong by an orfi<er or in the actual si makln r
Meye,Slgn C .panY f Oregon_ $n 8 p ocess.
b- 0 0 iNIIIALS DATL
I
I
GENERAL 3' 4"
NOTES:
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK 1. SCOPE OF WORK IS FOR THE DESIGN OF
NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD rl 1 THE NEW SIGN POLE AND MATCH PLATE
ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR AND VERIFICATION OF THE ADEQUACY OF
SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE THE EXISTING POLE AND FOOTING.
PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND 2. VERIFY ALL EXISTING ELEMENTS THAT ARE COPYRIGHT DATE ISSUED
FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION TO BE REUSED DO NOT SHOW ANY SIGNS Eller ConwNngEpneers,Ina
THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS OF DETERIORATION OR DAMAGE. et
DURING CONSTRUCTION.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS i _
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 3" DIA, SCH.
EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY 40 PIPE ,QED PROFF CONSULTING
DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED o �'f ENGINEERS
PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED ��G 1 N� •p/� 9570 SW Barber B d
AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL 7252 E l Suile One Hu ndretl
INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A Phone Portland,
503..24fi1250
WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. Fan 03.246.1395
N ti www5m ller-se.coro
THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE .7;15 08 , ryoOQQ
PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS I FS✓OSEPH Oc
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. EXPIRES: 12-31-2022
OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL Q,
ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. z
0
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, 2 (n
LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND L1
WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. z
EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. 1-2 Q z
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BUILDING CODE I a
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE BASEDI r
ON THE 2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED ® 0 } 0 ce
OTHERWISE. \ �_ O
ro
DESIGN LOADS EXISTING 6"DIA. , Z v
SCH.40 PIPE i.1 - / O 6 w
STRUCTURAL DESIGN CRITERIA: RISK CATEGORY II N
WIND DESIGN DATA: BASIC WIND SPEED (3 SEC GUST) = 98 MPH `� 11 ( m
EXPOSURE: B °' /�� 1/2"DIA. w 30
STRUCTURAL STEEL 1 \�— , /\ BOLT, TYP. w a
ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A36 FOR ALL PLATES AND BARS. ALL I ®�/ �� M ��
STRUCTURAL STEEL PIPE SHALL BE ASTM A53, GRADE B,TYPE E OR S, FY=35000 PSI.
1 DRAWN BY CJU
UNLESS NOTED OTHERWISE, ALL BOLTS TO BE ASTM A307 AND ALL ANCHOR RODS TO BE ASTM F1554 CHECKED SY
GRADE 36, WITH MATCHING NUTS. ALL FASTENERS IN CONTACT WITH ALUMNIUM TO BE HOT DIPPED + 5/16 ISSUE DATE: 10.2]-22 PROJECT NO 221050
GALVANIZED WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS
SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION PER RESEARCH COUNCIL ON STRUCTURAL \)'\ \\ - \ '\\r 2 3/4"
CONNECTIONS(RCSC) SPECIFICATION FOR STRUCTURAL JOINTS, SECTION 8.1. AA��\��A� G ',\ AA g
ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER, EXCEPT SURFACES TO BE EMBEDDED IN \ v ' %\\� 4
CONCRETE OR MASONRY. EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS. ALL ZINC (GALV.) o \ ° ?' EXISTING V
=
COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED • < N
COATINGS ARE TO CONFORM TO ASTM A780. ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH �' �° FOOTING 1/2" II 1- o
COAT OF RUST INHIBITING PAINT, COLOR BY OWNER. EXISTING PIPE 3/8"GUSSET
. AND 1/4" PLATE,TYP. p
ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 USING E70XX ELECTRODES. — - - - - MATCH PLATE SHEET CONTENT
WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN L 3'-3"SQ. 1/4 TYP.
INSTITUTE OF STEEL CONSTRUCTION (AISC). WELDING SHALL BE PERFORMED BY AWS CERTIFIED
WELDERS WELD TYPES SPECIFIED AND ALL SHOP WWHERE WE DRLENGT S ARE NOT SHOWN, THE WELDSHALE
AE LOS BE FULL LTO BE ENGTH OF MEMBERS BEING ERFORMED IN ANAPPROVEDJOINOED.P. (� SIGN ELEVATION (2 \ MATCH PL
ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL 3/8"=1'-0" 1 1/2"=1'-0" SHEET
DRAWINGS. ALL WELDS SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. -
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