HomeMy WebLinkAboutPlans (8) f t
Sign 2
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Durham E ntr n ce 69.34 sq ft total per face ,. ' �' � Y Tigard Towne Square
Cabinet sq ft:64 ,. .` J' rt. 11354 SW Durham Rd
Heading sq ft:5.34 �- r ; ,' ' .- rr Tigard OR 97224
Sign Weight 600 Ibs � 4 "
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Tigard Towne Square . ,co , ,1 - . , ! 4-,
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�. ='` - These plans are the exclusive property of
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.4.• ri. ,, SignCraft Sgns,LLC,and the result
of the original work of its employees. They are submitted
- - - -I teofwheSer purchasetheseuPensor toopu asefrownP, 7ww ig aft ignsLLC.asignmanufactured- accordingto Mere plans. Distributionorexhibitionof these
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planstoanyoneotherthanemPloYeesofYaurcompany,oruse„s ,,, _ oflhns Ianstocon r [asimilar n, a s sslyf idden ep st uc sig s xl re orb'+i�` �+Y0. t #;' , � - - In the event exhibition occurs,Signeraft Signs ILC.
'�li . x f * expects to he reimbursed$t50DADtarlime and effort in creating
# .- thesePlans• ' - 0 TTGARD'Existing Si. n " .s ` .c ,-
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u $Wtt .„ _ 8900 SW Burnham St.Tigard, OR 97223
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\ aa E-Mail: infoQsigncraftpdx.com
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Sign Specification io ft _ End View
„46in
Job Name:
View966(I - Interior lighted push thmacry< „n-poormmaoyecbnen Tigard Towne Square
,Tigard Towne Square 16200 SW Pacific Hwy
Tips of letters moosnfl 7e.7sr -
equal 1 sq ft ` This sign is intended lobe installed in Tigard OR 97224
- 5.34sq ft total C accordance with the requirements of article
TRADER JOE'►/ Brenane panels other600 the National to Electrical Code and/or
udes
)so al Immure rade cover '• other applicable local ootles.This includes
v proper grounding and bonding. Date . 4/11/2023
6-66x1-22_6
Cabinet sq ft:64
4 sq ft total per face
Each panel is
69.3
Headin
q 64 sq ft total
����� I'� l Sign Weight t 6 Osbs TAPPROVAL
6.56rx1.22'-8s ft
64s ft+5.34-69.64s ft total Marshal's. 1, CLlEN
_
planet fitness �amrnvn 6dnet
ei in ear. _
Decorative edge
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_ These plans are the emlusrve properly of
Signeraft&gm,LLC and the result
Sign Uses existing ,r of the original work of its employees.They are submitted
18ft L 21n pole cut to 4ft s to your company tar the sole purpose of your consideration
--.
' of whether to purchase these pans or to purchase from
with 6"sleeved pole i signcral.Signs LLC.a sign manufactured
for top l2ft of sign to accordlrg to these plans, Olstnbtion or exhibition at these
1, ( plans tel anyone ether firer ertmoyees of your company,or use
fit cabinet constraints $ of Crete pang to construct d m sear situ Is expressly(olbldaen.
i; In the event exhibitor occurs,SrgnCrafl Signs LLC.
- --- - expects to be reimbursed 550000. la hoe and effort in neat no
these plans
- 3r'6"anryllc laces
SignCraft Signs
_ - - _Railed Ledbaddlt Mopes I J
_ .9l18'frosted acrylic -
-- - e -.. .. -.- Toe rd,OR.
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8900 SW Burnham St.Tigard,OR 97223
Suite E 109 ph:503-639-4910
NI_. - (r
- - E-mail:info@signcraftpdx.com
Ceredea fiber board to mouth building
Site Plan
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Job Name:
Tigard Towne Square
16200 SW Pacific Hwy/
Proposed sign Peer way 11354 SW Durham RD
to replace existing ,ter'- Signal
sign fir- Tigard OR 97224
SW DURHAM ROAD
L___1111111111111111t1 tit
�k� r / I Date : 4/11/2023
The West Bank lib s immuring
Proposed sign y �e_"';: m = Ilbnument Ilion
to replace existing Overan rg weight ton
sign / NAP Is
McDonald's - CLIENT APPROVAL
diuddi ti COLORS.SPtlLl4G AP:Nolo:
OM
Please meal.
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�, 1111 Illl 1 IIIIIIIII llllllll
1�1 .' tt,Sib b $ 231
ACE Anytime
ft a VOy PLANET VACANT 8 8 a s si e Rite •Aid Hardware Fitness These plans are the exclusive proWrty of
I
FITNESS +mte,oaoPeb e•e:e- j e-r nCfitsoD ene of the original wed of its employees. They are submitted
to you company tar the sole purposed your consideration
d whether M purchase these pls m tb Wmhbse frun -
So Thost Signs LLC.a snma eafotored
awarding to these plans. Distribution m exhibition d these
rtyy soIn the
wets toherembursed nt S .W for e andraftin p � �me aN eHortm creating
\� oeS>gnCraft Signs
Marshalfs _Dollar Tree 8900 SW Burnham St.Tigard, OR 97223
�(� Suite E 109 ph:503-639-4910
exisng signI 8000 SF\`\\`\\, — — E-Mail: info@signcraftpdx.com
re-ewe-mJN.rrl •
Monument sign /
Overall Sign Height loft
(•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 oabient configuration is the same size as Me original configuration 1 f,,,t„�(
and therefore the esistbq elements being reused ate not requiredto be evaluated. 9,R I ,,,,}x
Verify existing elements do not show signs of deterioration or damage.
LOADING:
Code:ASCE7-16 s •1..
Vw= 98 mph(3 second gust) F-gz'G•CFeS:(Moveable) _'A.
Exposure= B Kz tut F(ps0 h Overall Height,h= 18.00 ft 0.57 11.91 10.0 0-15 ft - --•- _ ' !D
Cabinet Area= 134 IP 0.60 12.54 10.5 15-18R _1 a
Est.Cabinet wt.= 10 psi _UILDING Il ION
Est Pylon Mess= 1340 lb =134'10p51
Center of mass= 11.00 ft(cabinet)
I,pole= 6.1 ise (t2•sm1 '__._
RoMt's Table 16.1,Case 3c
Nat.Bee.,n,= 7.25 =1.0,consider rigid '_.
Gf= 0.&S
K1z= 1.00 (Egn.26.&1)
Kd= 0.65 (Table 26.6-1)
Cr= 1.64 (Figure 29.3-1) o 6" DIA.
s- 14.00 ft am= 0.78 1 _ -. SCH. 40
B= 200 fl Brs 0.71CO �-� PIPE
02'B= 2.00 fl(code offset.cabinet
reto load) •-
offset= 0.00 R(horizontal cabinet offset.)
x- 00 ft(oa diet. pales) _'_■
Fi= 100% %load to pole
00P= ft(ant-of-plane offset) Splice: Upper
FORCES; location 4.00 in w � 'M.
WidthHeigm to Height to Area yang load,taan Force Height to Moment(It-Hi.OU Moment
bon=00 toP 00 WI.ft.) (Ib) center(ft) lb) Ot-lb) ` �
9.54 15.00 18.00 28.8 10.5 300 16.50 4950 12.50 3750 i,�'v-
9.54 4.00 4.50 15.0 10.0 1002 9.75 9770213 0.25 57621 ���
10.00 4.00 4.50 5.0 10.0 50 425 213 0.25 13 10.00 0.00 4.00 40.0 10.0 400 2.00 800 o la-"I
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. 0 0.0 0.0 0 0.00 0 • n
0.00 0.0 0.0 0 0.00 0 EXISTING 12"
0.00 0.0 0.0 0 0.00 0 DIAMETER PIPE
0.00 0.0 0.0 0 0.00 0
0.00 0.0 0.0 0 0.00 0 3" DIA. SCH. 40
E= 1752 L= 15733 9525 PIPE
• at base OPPer SIGN ELEVATION
!eke ( )SIGN POLE: Double Staged N TS
Base Peat 7= 3504 Mb =17521(21
Fy= 35000 psi Tc= 88345 ft4b SIGN POLE PER
ZX a 53.70 in' 0.04<0.2 torsion can be neglected ELEVATION,TYP.
Zy= 53.70 ins 1/2" 114 TYP.
Mx= 15733 ft-lb
Mot= 93787 ft-lb =35000'53.7112/1.67 TYp - 12"COLLAR
PLATE.TYP.
15733 <93787 OK,17% 4
Mcy= 937 TYP.
87 ft-lb =35000'53.7/12/1.67 1/4
Use a PIPE 12"STD sign pole (sxleting)I =A(.� Cj W I 112"INTERIOR
Upper Post T= 2704 ft-lb =135212') .` I- .Pn Le RING PLATE
Fy= 35000 psi Tc= 17400 ft-lb \ �G 1 N E ._oj, 1/4 TYP.
Zs- 10.60 in1 0.16<02 torsion can be neglected �C
Zy= 10.60 Ins 7�•PE 3re•.2"
Mx= 9525 ft-lb SPACED AT
Mot= 18513 Mb =35000.10.6112/1.67 / 10"O.C..TYP.
9525 ft 13 OK.51% j' ON ryo DETAIL A
May= 18513 iNb =35000'10.6112/1.87 �i i R y 0 8` �4:
Use a PIPE 6"SCH40 sign pole I ✓OSEPN t14
EXPIRES:12-31-2024
Project Name Tigard Towne Square Pylon Sign project# 230372
ill MILLER
Ma CONSULTING Location 16200 SW Pacific Hwy,Tigard, OR
ENGINEERS
Client Sign Craft Signs
9600 SW Oak St#400 503.246.1250 y CJM Ck'd 1,,/ 3/21@D23 1 of 3
Portland,OR 97223 = miller-se.com BDate 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.
(rD PRO,
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JOSEPH 1P0
EXPIRES:12-31-2024
Project Name Tigard Towne Square Pylon Sign Project# 230372
Es MILLER
CONSULTING Location 16200 SW Pacific Hwy,Tigard, OR
ENGINEERS
Client Sign Craft Signs
9600 SW Oak St#400 503.246.1250 2 of 3
C�
Portland.OR 97223 miller-se.com By CJM Ck'd Date 3/21/2023 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 E7OXX 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.
0 0 PROF Fs
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�'725 -•PEP
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✓OSEPH#
EXPIRES:12-31-2024
Project Name Tigard Towne Square Pylon Sign Project# 230372
MILLER
CONSULTING Location 16200 SW Pacific Hwy,Tigard, OR
ENGINEERS
Client
Sign Craft Signs
9600 SW Oak St#400 503.246.1250 3 of 3
Portland,OR 97223 s miller-se.con By _ CJM Ck'd Date 3/21/2023 Page