Plans (9) Q ry
10 ft End View 1 ��CE
Sign Specification „aslo - 2023
/Sa? \ Job Name:
View - BGgh 'Manor NNW push Nm acrl^.,c nee n"nus lnru acrylic Imam
°Tigard Towne Square cna �A ,oN Tigard Towne Square
UILQI�I 16200 SW Pacific Hwy
Tips of letters a.au sit a - 78.75 In
equal 1 sq ft l This sign is intended to be installed in Tigard OR 97224
6.34s
th
th
q = TRADER JOE'S fileaant panes other
bwle foal codes
aisinnts article
600 0l the National Electrical Code and/or
060 aluminum see c,.,, other applicable local codes.This includes
proper grounding and bonding. Date : 4/11/2023
I r I D 69.34 asqb ft total per face
s eese.22=6 c
Cabinet sq ft:64
Each panel is Headingsqft:6
6.56'x1.22'=8sgft .__.. __.--- ------ '----- -------- _.- -
64 sq ft total Sign Weight 600 Ibs
64sq ft+5.34=69.54sg ft total Ma rsha l is CLIENT APPROVAL
--_ Aluminum cabinet1 El
',. ��',
planet fitness Please into
OFFICE COPY Decorative edge Please dal.
I r
These plans are the ear usve properly of
SgnCra.S Signs,LLC.and the result
Sign Uses existing of the original work of emoloyees.They are submitted
18ft 12in pole cut to 4ft --..___'.. to your company for the sole purpose of your consideration
with 6"sleeved pole '. at weather to puediase these pans er to purchase none
Signcrat Signs IC.a sign manufactured
for top 12ft of sign to eccording to these plans. Distribution or exh hition of these
fit cabinet constraints plans to anyone other thar employees Cl your company,or use
of these plans to construct a smear sign is expressly lorhldeen.
�! In line event exhibitor occurs,SgnCraft Signs LLD
-- expects to be reimbursed$9:0OP for time and effort in crest ng
4 ''�` those plans
OFFICE ICE L ur�V_ t 'I no„erylhaar..Ae
CITY OF TIGARD,
REVIEWED FOR CODE COMPLIANCE
Approved/ I - -• Routed Lad hackle strl i 11 SignCrQlt Signs
-- 306'frosted acrylic Ms 'S•pnr 0//mg••nirn••'
OTC: [ ]
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Permit #: ___c .p"\- OC) 0Li in ■ I I
Address: i 6 2,00 P,C, c: e r Iv-\/ 8900 SW Burnham St.Tigard,OR 97223
-- -- Suite E 109 ph: 503-639-4910
S.''_, tt - I in as . i
F �3 Date: Li-z_o_ ' E-Mail: info@signcraftpdx.com
cen-aaad fiber boars:s match bi.d ng
Sign 1 r„r : t ; P#4iY
A rik ' Job Name:
99W Entrance
, Y ,4F Tigard Towne Square
y e,��1 16200 SW Pacific Hwy
-�� k-! .0 , y "''y.
12p23 Tigard OR 97224
rt,: G\Oo G-\ON Date : 4/11/2023
tl .
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69.34 sq ft total per face " a . CLIENTAPPROVAL
Cabinet sq ft:64 INCLUDES COLORS SPELLING ARTWORK
Heading sq ft:5.34 Tigard Towne Square ,. •... K'
`Si n Weight 600 lbs ' `•_, TRADER JOEz 40
Please Ire6al
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' ®RITEAID ' A h, .
.,•• -� •S"W Please dale_
x.,.. Marshalls
tip planet fitness
- These lens are Me exclusive pe o1
:" - ;•` .'A�' f :" SignCraft Signs,LLC.alM the res
y, I , ..,A ; .'$ * of the original work of Rs employees.They are submitted
1oit
to:
your company for Me sole purpose of your consideration
. ,a d' of whether to Wrchase these plans or fn purchase from
� •,«, r ----- ;. a '.,.*' •• - SignCraft Signs LLC,a sign maufacNred
e
.._ aaording to these Diann.DislnhNion or exhbition of these
c '� plans fo anyone alher than empl s of your comps .or use
ExistingSign � - 47 F AI
1i of Mee lens constnrcta simil�a�ign is ex ressly lrcbitlden.
g • ,. . - — Ir he a ent exhibition occurs,Sip Craft Sipxs LLC.
v _ s�..... '- - expects to be reimbursed Esoo.fq for time and effort in creating
To be Replaced — _ ese plena.
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< °' ,. a t ` V ,Via. s',r'
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nCraf_, - _� �,�" t Signs
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, ' shells -:
' ' ' ' � ¢ 8900 SW Burnham Ti , 97223
i F
,e-dnta ' llama Suite E 109 p�h St.503-639gard 4910OR�r`� i ,
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E-Mail: info signcraftpdx.com
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•
Site Plan lt RECEIVED Job Name:
Tigard Towne Square
APR 1 1 2023 16200 SW Pacific Hwy/
to Proposed
exising _ /F y CITY OFTIGARD 11354 SW Durham RD
sign o�r— BUILDING DIVISION Tigard OR 97224
SW DURHAM ROAD
L IIIIIIIIIffnIIluL1 x� Chase
I�'I� Date : 4/11/2023
_ :"::w:" me wit Bank
Proposed sign I 1 ,_, , �•.e Iv
to replace existing ( Overall• Height left
sign NAP e
McDaWd's = CLIENT APPROVAL
F. INCLOD3 COLORS.SPELLING,ART1NORN
1mmhMnr `
evg. 1-See Please inaa:
_
�t = Please dale
li
(s\r\rrr\rJ
till. Iql 111111111111111111 ,
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An ime
V f m° Rite Aid ACE »
7 PLANET VACANT g A a S Hardware FltneS'" These plans are me exclusive property of
ignm0e 0> FITNESS .".•' S m LI ft Signs,LLC.and the result
�\\\\\\� _ Dental to your of the o . Thery are submitted
riginal
work
company for the solemppurpore of your conslideratoon
_ 0l whether to purchase these plans or to purchase from
IJA SipnCrae Signs LLC.a sign manufactured
0 rl\\\\\ \`\a _ my NAP WO rein to these plans. Distribution or exhibition of these
plans to anyone other than employees of your company,or use
Qltly S a of these plans la construct a similar sign is expressly forbidden.
In the event exhibition occurs,Siptraft Signs LLC
3 \\ =_SuOwry expects to be reimbursed$SOO CC for time and effort in creating
L_1 \\�\\\�`\\\\l\\� •. P
, these .ans.
venom co
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09 6\\ �\\� SignCraft Signs
Marshalls _.
irifi„„ k\\\\\\\\\\ : re n/.OR
n ti
\\ \, Dollar Tree 8900 SW Burnham St.Tigard,OR 97223
Suite E 109 ph: 503-639-4910
existing sign
`\�\\\ a\ " 8,000SF
E-Mail: info@signcraftpdx.com
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grc.ar..ress
.erenteera sign
Overall sign Height lOH
.
RECEIVED
Scope of work is for the design of the new upper pole and connection to the existing lower pole.
We have been informed that the new cabinnt configuration Is the same size as the original configuration
and therefore the existing elements being reused are not required to be evaluated. AA ❑❑ 1 1 2023
Verify existing elements do not show signs of deterioration or damage. 9'-6 AR,
LOADING* f -1
Code:ASCE7-16 ! - Q _
_..:. i
V,.= 96 mph(3 second gust) F=qz"GCA0.8:(allowable) 1111. ILDINGDIVISII!N
Erpnaure= B Kz qz F sf) h
Overall Height,h= 18.00 ft 0.57 11.91 10.0 0-15 ft
Cabinet Area= 134 ff 0.60 12.54 10.5 15-18 ft _I__._
Est.Cabinet wt.= 10 psf
._
Est.Pylon Mass= 1340 lb =134.10psf I_■
Center of mass= 11.00 ft(cabinet)
I,pole= 262 in" (12-sTo)
Reark's Table 18,1,Case Sc _.
Nat.freq.,nt= 7.25 5 1.0,consider rigid
Gf= .00 �^ I_Ii
Gf= 1.00 (FAn.28&1)
Kd= 0.85 (rebb 26.6.1)
Cf= 1.64 (Figure 29.3-1) 0 6" DIA.
s= 14.00 ft srh= 0.78 I _I_= SCH. 40
B= 10.00 It Bs= 0.71 IN.. PIPE
0.2'13= 2.00 ft(code offset,for wind load) -
offset= 0.00 ft(horizontal cabinet offset)
x= 0o ft(loadial.ole poles) �_■
F1= 100% %load too pole
00P= ft(out-of-plane offset) Splice: Upper
FORCES: location:I 4.00 Ift . a '.=■
Height to Height to Area Force Height to Moment(ft. HI (ft) Moment
WxNh bottom(ft) lop(It) (sq.ft.) �"d load'(Ps0 (Ib) center(ft) Ib) (ft-lb) J �
9.54 15.00 18.00 28.6 10.5 300 18.50 4950 12.50 3750 II V-
0.0 4.00 4.00 100.2.010.0 1002 4.25 213 0.25 5762 �I�
10.00 4.00 4.50 5.0 10.0 SO 4.25 213 0.25 13 -
10.00 0.00 4.00 40.0 10.0 400 2.00 800 0
0.00 0.0 0.0 0 0.00 0 I 10'-0' ■-
0.00 0.0 0.0 0 0.00 0
0.00 0.0 0.0 0 0.00 0 ■�
0.00 0.0 0.0 0 0.00 0 WNI s
0.00 0.0 0.0 0 0.00 0
0.00 0.0 0.0 a o.00 o EXISTING 12"
0.00 0.0 0.0 0 0.00 a DIAMETER PIPE
0.00 0.0 0.0 0 0.00 0 3" DIA. SCH. 40
E= 1752 E= 15733 9525 PIPE
at base atUpper CD SIGN ELEVATION
splice
SIGN POLE: Double Staged NTS
Base Post T= 3504 ft-lb =175212')
Fy= 35000 psi Tc= 88345 ft-lb
Zx= 53.70 in' 0.04<0.2 torsion can be neglected SIGN POLE PER
ELEVATION,TYP.
Zy= 53.70 in' 1f4 TYP.
Mx= 15733 ft-lb
2" 1/4
Mu= 93787 ft-lb =35000'53.7/12/1.67 TYP. II j , 12"COLLAR
15733 <93787 OK,17% I PLATE,TYP.
My= 0 ft-lb ii; TYP.
= 93787 ft-lb =35000'53.7l12/1.67 �<KCO PROFFss k 114
Use a PIPE 12"STD sign pole (exisllng)I /Ce 12"INTERIOR
Upper Post T= 2704_ ft-lb =1352'(2') n
RING PLATE
Fy= 35000 psi To= 17400 ft-lb \L. G 1 N E F .O 1/4 TYP.
1/4
Zx= 10.60 in' 0.16<0.2 torsion can be neglected .p
Zy= 10.60 in' 725 PE 3re"x2'•
Mx= 9525 ft-lb I SPACED AT
Mc = 18513 ft-lb =35000'10.6/12/1.67 ' 10"O.C.,TYP.
9525 <185130K.51% y 92 °N a DETAIL A
My= 0 ft-lb 9 ti�
Mcy= 18513 ft-lb =35000'10.6112/1.87 9� RV 08 , ',
Use a PIPE 6"SCH40 sign pole I ✓OSEPH kph
EXPIRES:12-31-2024
Project Name Tigard Towne Square Pylon Sign Project# 230372
all MILLER_ CONSULTING Location 16200 SW Pacific Hwy,Tigard, OR
ENGINEERS
Client Sign Craft Signs
9600 5 W Oak St F400, 503.246.1250 1 of 3
CJM �
Portland,OR 97223 miller-se.com By Ckd Date 3/21/2023 Page
•
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.
IN ACCORDANCE WITH SECTION 1704.2 EXECPTION 1, NO SPECIAL INSPECTIONS ARE REQUIRED FOR WELDS AS THE
LOADING IS A MINOR FRACTION OF THE CAPACITY OF THESE ELEMENTS.
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 2022 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE
2021 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
C ��O t PRpFesN
f/O
' 7251—PE'
ON o ti
� Rr 08 , nQ��
JOSEPH
EXPIRES:12-31-2024
Art
Project Name Tigard Towne Square Pylon Sign Project# 230372
-t MILLER
CONSULTING ELocation 16200 SW Pacific Hwy, Tigard, OR
ENGINGINEEERSRS
Client Sign Craft Signs
9600 SW Oak St tt400 503.246.1250 j 3/21/2023 2 of 3
CJM
Portland,OR 97223 miller-se.com By Ck'd Date Page
•
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
STRUCTURAL STEEL
ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A992 FOR W-SECTIONS AND ASTM A36 FOR ALL
OTHER SECTIONS, PLATES AND BARS.ALL RECTANGULAR HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY=46000
PSI AND ALL ROUND HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY = 42000 PSI. ALL STRUCTURAL STEEL PIPE
SHALL BE ASTM A53, GRADE B, TYPE E OR S, FY= 35000 PSI. ALL STEEL IN CONTACT WITH ALUMINUM TO BE HOT
DIPPED GALVANIZED OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION.
UNLESS NOTED OTHERWISE, ALL BOLTS TO BE ASTM A307 AND ALL ANCHOR RODS TO BE ASTM F1554 GRADE 36,
WITH MATCHING NUTS. 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 PER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR
STRUCTURAL JOINTS, SECTION 8.1.
ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER, EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE
OR MASONRY. EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS. ALL ZINC (GALV.) COATINGS ON IRON
AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO
ASTM A780. ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, COLOR BY
OWNER.
ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 USING E70XX ELECTRODES. WELD
LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION (AISC). WELDING SHALL BE PERFORMED 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 SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED.
PROFFS
4° 72•PE ta
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9�� ; RY 05 • Nle
JOSEPH Q
EXPIRES:12-31-2024
Project Name Tigard Towne Square Pylon Sign Project# 230372
ill MILLER
ENGINEERS
Location 16200 SW Pacific Hwy, Tigard, OR
ENGINEERS
Client Sign Craft Signs
9600 SW Oak St#400 503.246.1250 3 of 3
CJM
Portland,OR 97223 miller-se.com By Ck >� 3/21/2023�d Date Page