SGN2003-00114 CITY OF TIGARD
SIGN PERMIT
l o i DEVELOPMENT SERVICES PERMIT #: SGN2003 -00114
) �I 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 DATE ISSUED: 5/20/03
PARCEL: 2S 102DD -00300
BUSINESS NAME: FANNO POINTE ZONE: R -12
SIGN LOCATION: 13710 SW HALL BLVD JURISDICTION: TIG
APPLICANT /AGENT: ALPHA ENGINEERING
BUSINESS TAX NO:
SIGN
PERMANENT: X FREESTANDING: Y FREEWAY:
TEMPORARY: WALL: ELECTRONIC:
OTHER: BILLBOARD: BALLOON:
SIGN DIMENSIONS: 4'X8'
TOTAL SIGN AREA: 32 sq. ft.
WALL AREA: sq. ft.
WALL FACE (DIRECTION): S
SIGN HEIGHT: 10 ft.
PROJECTION FROM WALL: in.
ILLUMINATION: EXT
DESCRIPTION OF SIGN: Placement of (1) one 32 sq. ft. permanent freestanding sign. Sign must be placed
on private property and not in the public right -of -way or visual clearance area.
MATERIALS: PLYWOOD
EXISTING SIGNS: 1
ELECTRICAL PERMIT REQUIRED: Y
BUILDING PERMIT REQUIRED: Y
ADMINISTRATIVE EXCEPTIONS:
TOTAL PERMIT FEES: $ 30.00
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty
Codes and all other applicable laws. All work will be done in accordance with approved plans. A permanent sign must
be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from
validity date. A balloon sign shall expire 10 days
� from validity date.
APPROVED BY: � — �--
PERMITTEE SIGNATURE:
DATE: 5/20/03
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A i% SIGN PERMIT APPLICATION
CITY OF TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX: (503) 684 -7297
GENERAL INFORMATION
Name of Development/Project
FOR STAFF USE ONLY
Ti
Site OI-40 TO( N�
Address/ Street Address ll II Permit No.: � 6 AJ \
00
0'b- Da/ /4/
Location 13-t it, SW T1' -Aw LV D
Expiration Date:
Suite /Bldg. # City /State Zip
TIcAA z b o (1-72.2.3 Receipt #:.2-°° 3 - '""-
Name , Approved By: t
L- G0N N og.T'l��NE T Date: ` 7 f
Property
Owner . 5 ia 2D -U0,3zi
Owner Mailing Address suite Map/TL #:
loot e. P cam. zoning: /Z.�12
City /State Zip Phone
VAtsCO1'oER WA g ° 3foo•1o45-7"1�D Electrical Permit Required? . V1.. Yes ❑ No
Tenant or Name
Building Permit Required? El Yes 12 No
Business
r ?DIN fE 4 -LL Na Rev. 2/28/2003 i1curpin\masters \revised \sign permit app.doc
Sign Pool 00tZniv. co.
Contractor Mailing Address Suite REQUIRED SUBMITTAL ELEMENTS
(Prior to permit X09 E / 3 (Note: applications will not be accepted
issuance, a without the required submittal elements)
copy of all City /State bQA Zip Phone
licenses are
required if VPG oc.LQEt. 11644 514 • C 5 • 77(0 'J Completed Application Form
expired in the Oregon Const. Cont. Board Exp. Date
City of Tigard's License # Igf 2 Copies of Site /Plot Plan, Drawn to Scale
database) t b Si ■ C_ punt • 2
(3 copies, if a building permit is required)
Proposed M Permanent Freestanding El Freeway size requirement: 8 x 11 ", or 11" x 17"
Sign Temporary Wall ❑ Electronic
(Check all that ❑ Other ❑ Billboard ❑ Balloon ® 2 copies of elevations, drawn to scale
apply) (3 copies, if a building permit is required)
New sign? ❑ Alter to existing sign? size requirement: 8 x 11", to 24" x 36"
Sign Dimensions: H . A 6 I
W $30.00 Fee (Permanent sign, any size)
Total Sign Area (sq. ft.): 31 ct /vgce 1=I $15.00 Fee (Temporary sign, any type)
Sign Data Total Wall Area (sq. ft.)
9 tN/A / Jurisdiction: Z City El Urb
(Complete all Direction Wall Faces (circle one): NOTES:
items in this DOt.I,A£ > 51
section) 1 is E W NE NW SE SW
Height to top of sign (feet): /p, ' • Wall signs do not need to be drawn to scale,
Projection From Wall (inches): but must include dimensions of wall face and
sign placement.
Copy: • Wall signs do not require site /plot plans.
Materials: y' x g' rcy,4oe1 , yXy " ?r • Freestanding signs over 6 ft. required a
Will sign have illumination? - Yes ❑ No building permit.
Type: ❑ internal . - External • If work authorized under a sign permit has not
Are there any existing freestanding or wall signs at this been completed within ninety (90) days after
location, including wall signs that overlap a tenant space? the issuance of the permit, THE PERMIT WILL
BECOME NULL AND VOID.
❑ Yes IRr No
If "yes ", a list or diagram of all sign dimensions and •
square footage must also be submitted.
(OVER FOR SIGNATURES)
I hereby acknowledge that I have read this application, that the information given is
correct, that I am the owner or authorized agent of the owner, and that plans submitted are
in compliance with the City of Tigard.
DATED this /Co day of ,Z'ft'`/ , 20 03
A APP r
'onature of er /Agent
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Contact Person Name Phone No.
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CLIENT: > e� �=�, SOB #:
DESIGNER: i\/ DATE: o I ; =, PAGE #:
AEI A Plaza West, Suite 230 A 9600 SW Oak A Portland, Oregon 97223 A tel. 503.452.8003 A fax. 503.452.8043
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Final trellis design to be determined by SIGN IS 4'x S'
/ sign fabricator & Polygon Path file on CD is 1 =1 scale
. - Sign may need to be double - sided,
Final path files for sign provided on CD please visit site to verify.
background: to match
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background: WHITE
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0 ; L,-773 -- :=F-, _ - - _ _ = h PAINT VINYL n FANNO POINTE SIGNS c _-__ ° O o I 4 X 8 TRELLIS SIGN
- d G O O '� it y I v POLYGON VANCOUVER O
> S _ �. F = — - " - - _ _ _ _ _ _„ a F .w me ..,n, •
_ m DATE: 0429/2003
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Structural Calculations
for
Foundations for Fanno Pointe Signs
Prepared for
Polygon Homes
May 15, 2003
JOB NUMBER 328 -011
** *Limitations * **
Engineer was retained in limited capacity for this project. Design is based upon information
provided by the client, who is solely responsible for the accuracy of same. No responsibility
and /or liability is assumed by, or is to be assigned to the engineer for items beyond that
shown on these sheets. 7 sheets total including this cover sheet.
s'C UCTUR q �
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k ' 1 2,320 .
t' OREGON
EXPIRES: 1 J
This Packet of Calculations is Null and Void if Signature above is not Original
W 9600 SW Oak, Suite 230
Portland, Oregon 97223
Office 503 - 452 -8003
Fax 503 - 452 -8043
ALPHA ENGINEERING, INC.
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DESIGNER: M� DATE: �5 i I ? PAGE #: �`
AEI A Plaza West, Suite 230 A 9600 SW Oak A Portland, Oregon 97223 A tel. 503.452.8003 A fax. 503.452.8043
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DESIGNER: Ivc=7 DATE: ‘ ' - r,..,-., PAGE#: \ .
AEI A Plaza West, Suite 230 A 9600 SW Oak A Portland, Oregon 97223 A tel. 503.452 8003 A fax. 503.452.8043
Title : Job #
Dsgnr: Date:
Description :
•
Scope :
Rev: 510302
User: KW- 0604625, Ver 5.1.3, 22- Jun -1999, Win32 Pole Embedment in Soil Page 1
(c) 1983 -99 ENERCALC
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o s si.na.e \ec.ecw:Calculations
Description SIGNAGE
•
General Information
Allow Passive 200.00 pcf Applied Loads...
Max Passive 1,500.00 Psf Point Load 0.00 Ibs
Load duration factor 1.330 distance from base 0.000 ft
Pole is Circular -
Diameter 18.000 in Distributed Load 28.46 #/ft
No Surface Restraint distance to top 9.500 ft
distance to bottom 1.500 ft
Sulr7/17a/y
Moments @ Surface...
Point load 0.00 ft-# Total Moment 1,252.24 ft-#
Distributed load 1,252.24 Total Lateral 227.68 lbs
Without Surface Restraint...
Required Depth 3.301 ft
Press @ 1/3 Embed...
Actual 302.94 psf
Allowable 292.73 psf
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COMPANY PROJECT
[I Wood Wo.rks G
SOFTWARE FM WOOD DESIGN
May 1.B 2003 1 3'19 . 15 PAST
Design Check Calculation Sheet
Sizer 2002
LOADS: ( lbs, psf, or pif )
Load Type Distribution Magnitude Location [ft] Pattern
Start End Start End Load?
Loadl Wind Partial UDL 30.5 30.5 0.00 8.00 No
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 3
gil :: ; �a a- 9¢,{ 3 :$r # -i l , ai $ : ii- stagy i ' g h ? a fig N110111- $" s z s F ri gii pl
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0 7' -6" 9' -6"
Dead
Live 66
Uplift 671
Total 465
Bearing: 737
Length 0.0 1.0 0.0
Timber -soft, D.Fir -L, No.2, 3- 1/2x3 -1/2"
Self Weight of 2.91 plf automatically included in loads;
Lateral support: top= at supports, bottom= at supports; Load combinations: ICC -IBC;
WARNING: this CUSTOM SIZE is not in the database. Refer to online help.
WARNING: your custom section may be too thin to use the properties of this TIMBER database. Use a database containing LUMBER sizes
instead.
•
SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and in )
Criterion Analysis Value _Design Value Analysis /Design •
Shear fv @d = 58 Fv' = 136 fv /Fv' = 0.43
Bending( -) fb = 1578 Fb' = 1680 fb /Fb' = 0.94
Deflection:
Interior Live 0.02 = <L/999 0.27 = L /90 0.09
Total 0.03 = L/927 0.27 = L /90 0.10
Cantil. Live 1.74 = L /51 2.00 = L/45 0.87
Total 1.98 = L/45 2.00 = L/45 0.99
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF CV Cfu Cr LC#
Fb' -= 700 1.60 1.00 1.00 1.000 1.50 1.000 1.00 1.00 2
Fv' = 85 1.60 1.00 1.00 2
Fcp'= 625 1.00 1.00 -
E' = 1.3 million 1.00 1.00 2
Bending( -) : LC# 2 = .6D +W, M = 940 lbs-ft
Shear : LC# 2 = .6D +W, V = 486, V @d = 476 lbs
Deflection: LC# 2 = .6D +W EI= 16.26e06 lb -in2
Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection.
(D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated)
(All LC's are listed in the Analysis output) -
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams
and to the full length of cantilevers and other spans.
3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. •
�I.
COMPANY PROJECT
WoodWc.rks'
SOFTWARE FOR WOOD DESIGN
May 16, 2003 13:21:04 POST
Design Check Calculation Sheet
Sizer 2002
LOADS: ( lbs, psf, or pif )
Load Type Distribution Magnitude Location [ft] Pattern
Start End Start End Load?
Loadl Wind Partial UDL 30.5 30.5 0.00 8.00 No
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) :
0 g-6" 11' -6"
Dead
Live 192
915
Uplift
Total 796
1107
Bearing:
Length 0.0 1.0 0.0
Lumber n -ply, D.Fir -L, No.2, 3- 1/2x3 -1/2 ", 2 -Plys
Self Weight of 5.82 plf automatically included in loads;
Lateral support: top= at supports, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations:
ICC -IBC;
WARNING: this CUSTOM SIZE is not in the database. Refer to online help.
SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and in )
Criterion. Analysis Value (Design Value Analysis /Design
Shear fv @d = 49 Fv' = 152 fv/FIT' = 0.32
Bending( -) fb = 1347 Fb' = 2160 fb /Fb' = 0.62
Deflection:
Interior Live 0.01 = <L/999 0.27 = L /90 0.05
Total 0.02 = <L/999 0.27 = L /90 0.07
Cantil. Live 1.70 = L/67 2.53 = L/45 0.67
Total 2.19 = L/52 2.53 = L/45 0.87
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF CV Cfu Cr LC#
Fb' -= 900 1.60 1.00 1.00 1.000 1.50 1.000 1.00 1.00 2
Fv' = 95 1.60 1.00 1.00 2
Fcp'= 625 1.00 1.00 -
E' = 1.6 million 1.00 1.00 2
Bending( -): LC# 2 = .6D +W, M = 1605 lbs-ft
Shear : LC# 2 = .6D +W, V = 808, V @d = 806 lbs
Deflection: LC# 2 = .6D +W EI= 40.02e06 lb -in2 /ply
Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection.
(D =dead L =live S =snow W =wind I= impact •C= construction CLd= concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams
and to the full length of cantilevers and other spans.
3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
4. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at
intervals not exceeding 4 times the depth and that
each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required.
-
Final trellis design to be determined by SIGN IS 4' x 8'
' sign fabricator & Polygon Path file on CD is 1 =1 scale
Sign. may need to be double - sided,
Final path files for sign provided on CD please visit site to verify.
background: to match
-.. .gyp _ w . PMS 5405
background WHITE
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; Shadow Blue
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DRAWN BY: BEF DATE: 5/16/03
':----). REVIEWED BY: DATE:
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i° PROJECT NO.: 328
ALPHA ENGINEERING INC.
SCALE: 1" PLANNING du DEVELOPMENT SERVICES a SURVEYING
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OFFICE 503-452-8003 'FAX 503-452-8043
PLAZA WEST A! SUITE 230' 9800 SW OAK !■■ PORTIAND,OR 97223
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13125 SW Hall Blvd. 3:41:05PM
Tigard, Oregon 97223
(503) 639 -4171
Receipt #: 27200300000000002022
Date: 05/16/2003
Line Items:
Case No Tran Code Description Revenue Account No Amount Paid
SGN2003 -001 14 [SIGN] Sign Permit 100 -0000- 437000 30.00
Line Item Total: $30.00
Payments:
Method Payer User ID Acct/Check Approval No. How Received Amount Paid
Check AEI DEB 27002 In Person 30.00
Payment Total: $30.00