HomeMy WebLinkAbout20210 77TH AVE NE_056793_2026 INSPECTION REPORT
1;i
T permit-No.: a6 l0793 Lot #:
Address: 3-o Z + o � '? r9 y/t /U
Contractor: a% ,K e+j c� s�Owner: E�y
ofrA,vt 1� ��
D
� Date:
g APPROVAL ❑ PARTIAL APPROVAL
❑ VIOLATION ❑ CORRECTION REQUESTED
❑ Corrections listed below MUST BE MADE before work can be approved.
❑ Please contact inspector.
❑ Was not able to perform inspection.
❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required.
Inspector: Date: 6 /� 4
TYPE OF INSPECTION REQUESTED
❑ Under-floor ❑ Framing ❑ Gas Piping
❑ Footing ❑ Drywall, Nailing ❑ Consultation
❑ Foundation ❑ Shear Nailing ❑ Groundwork
❑ Mechanical ❑ Grid ❑ Struct. Slab
❑ Wood Stove ❑ Rough-in lW Final StyAJ
❑ Masonry ❑ Drainage ❑ Insulation
❑ Other:
NSPECTION REPORT
ii
TO Permit No.: U T (.�g3 Lot #:
Address: �C,1_1 0 `7-9fi v isContractor: A4,SO Owner: &� tr" -0.= N rn�C' Date: 9 —VC.
❑ APPROVAL ❑ PARTIAL APPROVAL
❑ VIOLATION 0 CORRECTION REQUESTED
Corrections listed below MUST BE MADE before work can be approved.
❑ Please contact inspector.
❑ Was not able to perform inspection.
4' CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required.
��. 1<.i✓ i Ay OiJZ.Tsi,J
Inspector: �� — Date: 5--/9-0
TYPE OF INSPECTION REQUESTED
❑ Under-floor ❑ Framing ❑ Gas Piping
❑ Footing ❑ Drywall, Nailing ❑ Consultation
❑ Foundation ❑ Shear Nailing ❑ Groundwork
❑ Mechanical ❑ Grid ❑ Struct. Slab
❑ Wood Stove ❑ Rough-in A!- Final �iS r1
❑ Masonry ❑ Drainage ❑ Insulation
❑ Other:
� is 30l� ' INSPECTION REPORT —)
-03.v;,
I
¢ti1N G?'O Permit No.: DS-9 7 Lot #:
Address: 420)- /0 - 7 �&& 4/E
Contractor: A A,&i Si a ti
.01
4 Owner: ,F--.rg lr° A41a.'/f A-424,01
3 � 3
s�IN Date:
APPROVAL El PARTIAL APPROVAL
❑ VIOLATION ❑ CORRECTION REQUESTED
❑ Corrections listed below MUST BE MADE before work can be approved.
❑ Please contact inspector.
❑ Was not able to perform inspection.
❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required.
Inspector: Date:
TYPE OF INSPECTION REQUESTED
❑ Under-floor ❑ Framing ❑ Gas Piping
-Footing P% ❑ Drywall, Nailing ❑ Consultation
❑ Foundation ❑ Shear Nailing ❑ Groundwork
❑ Mechanical ❑ Grid ❑ Struct. Slab
❑ Wood Stove ❑ Rough-in ❑ Final
❑ Masonry ❑ Drainage ❑ Insulation
0 Other:
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I "T N� C-)V-7 FIZ L-- IL 1%4(3-A-Cj P4
C-3 114 '1 F LJ C:,'-Y I C)INJ C�[L-E CR M I -'T
Owner: EAULE FAMILY DENTAL 20210 ';17TH AVE ME ARLINGTON '3
Value of Work: Tax, ID: Phone 3 G 0. 4'-'3 2,i 5 1
Describe Work: It I3TALL
Proposed Use: DENTI-ST OFFICE,
Legal Description:
Job Address: '.210210 771'H AVE ME
C;ontractor's Name Type Address License*
IMEYER SIGN AND ADV. UEN 2608 HWY 99 S. 11 E Y AiZ,
TOTALS Fee 4
Permit Fee $44. 00
State fee $4. 50
SIGNATURE:
TOTAL FEE. . . . . . . . . . . . . . . . . $48. 5(h IEREBY CERTIFY THAT I HAVE REAL!
EXAMT 'D 11714' 13 APPLI!,-A! ION AND
PAYMENTS. . . . . . . . . . . . . . . . . . $0. 0 THE E BE TRUE AND COR-
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TRUE AND
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AND
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ALL 'IIEE RS OF LAWS AND
6,.� TYPE
TOTAL DUE. $48. 50 PIA NC: INC A r 1i", T Y P E OF
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City of Arlington
REQUEST FOR REVIEW FORM
NAME: BP #: 05- f h y 3
DATE: 1,d- 'A RETURN THIS FORM BY:
-, o� �C
PROJECT SUMMARY: -� R l o -77`4�
RESPONDING DEPARTMENTS
TOM C., FIRE DAVE A. BUILDING
KAREN L., UTILITIES KERRY W., BUILDING
DERYL T., UTILITIES SCOTT B., BUILDING
BILL B., NATURAL RESOURCE YVONNE P., PLANNING
GREGG E., ENGINEERING CWA., CONSULTANT
SHERRI PHELPS, BUS LIC JIM T., CONSULTANT
SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your
comments in memo form. If you have no comments, please return the form with the"No Comments" box
checked.
PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA.
❑ COMMENTS FOR THIS REVIEW ARE tN-A-TTAC-H €W- Laa-Li
NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT
❑ COMMENTS
REVIEWED BY �u DATEIr(j l D!b
P aY
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�`" SIGN PERMIT
oAPPLICATION
NG� Department of community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447
THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS, INCLUDING STRUCTURAL
CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS IF APPLICABLE.
Project Address:
1`' 7 /� AU Parcel ID#:
Lot#: Subdivision:
1 (< 35= lS(
Owner: " `` NFL Tit' Phone Number:
Address. U2 i c) — A UE City: � v `� State: �� Zip Code:
Contractor: 1 �— L- J Ark,\1.4-4l Phone Number: 2- l
Cell Phone: yv U 7 cr Fax: -mail: 14,11eKJLLon 'LSc� tit.Cc�
Address: ' `IITj`��"�itY 4 �v�T",����S�ate:—*`— Zip Code: ��
Contractor's License Number: ��� O Ju Expiration: U
WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS
Height of wall Total street frontage in feet (-z.z
Length of wall Height of proposed sign
� I
Area of wall Width of proposed sign t�
Height of proposed sign Total sign print area 7
Length of proposed sign Total sign structure area Y
Area of proposed sign
hereby certify that the above information is correct and that the construction on, and the occupancy and the
use of the above-described property will be in accordance with the laws, rules and regulations of the Stat of
Washington.
Applic i Signature Date
7`7z
�
Print Applicants Name , � 'PR E I E
DEC 2, 8 2005
Wwer,k BULLING DES'
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STURDY ENGINEERING
CORPO RATIO N
Civil Structural
Date: December 21, 2005
Job No. 238-184-GS
SIGN POLE & FOUNDATION ANALYSIS
for
Meyer Sign, & Advertising Company
Eagle Family,Dental Center
DEC 2 8 .2005'
20210 77th Avenue N.E.
Arlington, WA COA BUILDING S
Building Code 2003 IBC
Seismic Design Category; D1
Si
Fa
'Wind: 85 MPH Exp 'C'
Roof Snow/ Roof Dead: N/A
Floor Live / Floor Dead: N/A
Required Soil Bearing: 1,500 psf
Note: Sturdy Engineering Corporation does not assume any liability for elements that
are not specifically addressed in this analysis. This report is valid only for the
specific project shown above and herein. Any sheets, which are not bound to the
original complete set are not valid and shall not be used (excluding authorized,
stamped addendum).
IL 8
Contents: Page P�o�WA8
Cy ��
Construction Plan S 1 F '
Meyer Sign Plan 1
Wind Analysis 2 - 3
Foundation Analysis 4 - 6 22603 4
a �CIST
' ONAL
00
aPifl:S t 2.I24/tdoc
7168 San Juan Hill Ln. • Anacortes; Washington 98221 • Phone: (360) 29962511 • Fax: (360) 299-2698
E-mail: sturdy@sturdyengineering.com
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12/21/2005 ASCE 7-02 main sign
Eagle Family Dental Center
Sign Wind Loads 20210 77th Ave NE
Arlington, WA
F=qZ*G*Cf*Af
qZ=0.00256*kZ*kn*kd*V2*1 F= 468 Ibs
kn= (1+kl+k2+k3)2
G=0.925*(1+1.7*gQ*lz*Q)/(1+1.7*9,*Iz)
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Sturdy Engineering Corp.
7168 San Juan Hill Lane 360-299-2511 (V)
Anacortes, WA 98221 360-299-2698(F)
3
12/21/2005 ASCE 7-02 support structure
Eagle Family Dental Center
Sign Wind Loads 20210 77th Ave. NE
Arlington, WA
F=qZ*G*Cf*Af
qZ= 0.00256*kZ*kn*kd*V2*1 F= 79 Ibs
kn= (1+kf+k2+k3)2
G = 0.925*(1+1.7*gQ*IZ*Q)/(1+1.7*g„*lz)
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Sturdy Engineering Corp.
7168 San Juan Hill Lane 360-299-2511 (V)
Anacortes, WA 98221 360-299-2698 (F)
4
Project: Eagle Family Dental Center
Engineer: Gary Sturdy
Company: Sturdy Engineering Corporation
AnalysisGroup 2.5 -- Mat Footing Analysis
Inputs
Geometry
X Width = 2 ft
Y Width = 4 ft
Thickness = 2 ft
Finite Element Mesh = 8 x 16
Material
Youngs Modulus = 3122 Ksi
Poissons Ratio = 0.17
Soil Parameters
Soil Subgrade Modulus = 172800 lb/ft^3
Load Cases
1. Wind
Column Load 1
Point of Load Application = 1 ft, 2 ft
Force Magnitude = -300 lb
X Direction Moment Magnitude = 1970 lb-ft
Y Direction Moment Magnitude = 700 lb-ft
Results
Load Case: Wind
Moment Mx (ft-lb/ft)
Y X= 0 ft 0.25 ft 0.50 ft 0.75 ft 1 ft 1.25 ft 1.50 ft 1.75 ft 2 ft
4 ft -1.50 -1.31 -6.65 -12.6 -16.8 -18.6 -18.1 -13.7 3.29
3.75 ft -0.20 -4.12 -11.4 -18.4 -22.0 -21.7 -18.0 -10.6 -0.20
3.50 ft -0.49 -8.46 -20.2 -30.4 -33.8 -29.8 -20.6 -10.4 0.30
3.25 ft -0.60 -13.8 -34.2 -51.7 -55.7 -43.2 -23.4 -8.04 0.04
3 ft -0.98 -17.6 -53.0 -87.4 -92.3 -62.3 -21.0 1.75 -0.38
2.75 ft -2.20 -13.3 -71.6 -148 -154 -84.5 2.13 25.2 -2.07
2.50 ft -5.48 5.44 -67.0 -231 -278 -89.5 69.4 59.5 -5.39
2.25 ft -13.0 11.7 -15.4 -268 -719 214 163 59.3 -10.5
2 ft -6.00 -19.2 -59.7 -176 79.9 225 77.5 22.4 7.76
1.75 ft 11.6 -54.2 -142 -156 809 325 35.4 -7.55 14.2
1.50 ft 5.75 -51.4 -45.6 135 333 275 88.4 0.46 5.98
1.25 ft 2.16 -15.8 19.5 118 191 179 89.2 18.7 2.63
1 ft 0.34 7.51 39.3 87.4 119 109 64.8 20.6 1.47
0.75 ft -0.12 16.7 39.2 63.1 75.1 65.9 40.2 13.8 1.16
0.50 ft -0.47 18.7 35.2 46.8 48.7 38.8 21.1 5.35 1.19
0.25 ft 0.47 19.7 33.0 37.7 33.9 22.5 7.83 -1.93 0.53
0 ft -6.20 26.0 35.3 35.3 27.5 14.1 -0.51 -8.98 5.04
Moment My (ft-lb/ft)
Y X- 0 ft 0.25 ft 0.50 ft 0.75 ft 1 ft 1.25 ft 1.50 ft 1.75 ft 2 ft
4 ft -0.96 -1.39 -1.56 -1.83 -1.67 -1.64 -1.11 -1.38 2.67
3.75 ft -6.09 -4.90 -3.00 -2.26 -4.10 -8.78 -15.2 -21.4 -27.7
3.50 ft -28.3 -25.3 -21.6 -20.0 -23.5 -32.7 -44.1 -53.8 -60.4
3.25 ft -67.0 -62.8 -56.8 -53.0 -57.6 -70.8 -85.8 -95.6 -99.6
. 5
3 ft -118 -116 -109 -101 -106 -123 -139 -142 -136
2.75 ft -169 -179 -184 -171 -174 -195 -204 -176 -151
2.50 ft -187 -223 -282 -308 -268 -342 -254 -159 -108
2.25 ft -134 -177 -281 -697 -559 -641 -118 -28.4 7.84
2 ft -6.71 -11.9 -40.2 -177 138 384 215 172 162
1.75 ft 142 181 279 813 721 868 440 326 279
1.50 ft 238 289 384 467 389 430 407 345 307
1.25 ft 256 278 301 287 263 259 273 268 257
1 ft 215 217 209 188 167 160 167 173 173
0.75 ft 155 147 132 113 95.6 87.8 88.4 91.3 92.4
0.50 ft 95.0 84.4 70.6 55.5 42.8 35.5 33.4 33.1 31.8
0.25 ft 45.2 35.0 26.2 17.5 10.2 5.71 3.80 2.80 -0.91
0 ft -5.03 2.15 1.50 2.18 2.54 2.64 2.54 1.87 5.25
Shear Vx (lb/ft)
Y X= 0 ft 0.25 ft 0.50 ft 0.75 ft 1 ft 1.25 ft 1.50 ft 1.75 ft 2 ft
4 ft 12.7 14.8 17.4 13.7 8.08 3.51 -3.43 18.5 18.5
3.75 ft 6.32 8.83 16.6 22.9 29.2 32.4 23.3 15.8 15.8
3.50 ft 4.88 9.79 21.4 34.2 50.9 51.0 38.6 22.7 22.7
3.25 ft 4.11 18.1 31.2 42.7 48.7 40.8 26.7 24.5 24.5
3 ft 10.2 48.6 62.6 63.4 19.6 -6.20 -28.9 6.57 6.57
2.75 ft 62.7 167 86.0 136 -308 -92.3 -228 -65.0 -65.0
2.50 ft 257 600 451 339 -16.2 -574 -699 -243 -243
2.25 ft 436 232 6616 -9349 5069 -7480.05 374 -273 -273
2 ft 315 -815 7732 -37283.1 48308.4 -4049 1533 -104 -104
1.75 ft 6.56 -847 -2473 -5603 771 2380 1282 179 179
1.50 ft -196 -632 -1106 532 -74.1 784 661 244 244
1.25 ft -121 -235 -220 -49.0 -19.9 152 227 127 127
1 ft -40.7 -33.6 19.6 64.5 84.7 79.7 91.3 52.8 52.8
0.75 ft 1.66 38.2 67.0 82.3 80.8 69.8 58.2 24.7 24.7
0.50 ft 15.5 51.3 73.6 84.4 80.6 67.3 50.9 15.9 15.9
0.25 ft 17.8 22.6 48.1 61.5 64.4 56.4 36.4 24.4 24.4
0 ft 20.1 -13.3 7.82 29.2 44.0 46.3 31.1 32.9 32.9
Shear Vy (lb/ft)
Y X- 0 ft 0.25 ft 0.50 ft 0.75 ft 1 ft 1.25 ft 1.50 ft 1.75 ft 2 ft
4 ft -66.5 -27.3 -36.4 -43.6 -46.6 -47.2 -44.9 -91.2 -88.6
3.75 ft -66.5 -68.0 -115 -134 -135 -123 -97.6 -91.2 -88.6
3.50 ft -112 -142 -198 -244 -252 -201 -136 -103 -107
3.25 ft -143 -172 -279 -382 -381 -267 -128 -65.2 -92.8
3 ft -135 -137 -340 -685.004 -667 -395 -13.3 60.9 -24.9
2.75 ft -58.8 25.3 -132 -918 -682 -250 280 273 111
2.50 ft 115 130 60.0 -1223 -7166 1105 950 441 301
2.25 ft 309 428 -380 8628 88.7 8030 -583 431 387
2 ft 371 600 -269 3546 -31024 5724 -400 371 276
1.75 ft 247 234 429.003 3660 -3237 -814 148 175 41.7
1.50 ft 39.8 210 353 -1029 -1669 -1222 -396 -96.8 -152
1.25 ft -98.7 -8.95 -84.7 -468 -711 -742 -454 -256 -232
1 ft -161 -128 -219 -396 -522.001 -508 -392 -277 -230
0.75 ft -165 -160 -201 -276 -334 -335 -287 -223 -177
0.50 ft -134 -132 -144 -175 -199 -199 -177 -136 -103
0.25 ft -134 -41.5 -44.4 -52.9 -61.6 -64.7 -59.9 -136 -103
0 ft -134 -41.5 -44.4 -52.9 -61.6 -64.7 -59.9 -136 -103
Displacement (ft)
Y X- 0 ft 0.25 ft 0.50 ft 0.75 ft 1 ft 1.25 ft 1.50 ft 1.75 ft 2 ft
4 ft 0.00 0.00 0.00 0.00 0 0 0 0 -0.00
3.75 ft 0.00 0.00 0.00 0 0 0 0 -0.00 -0.00
3.50 ft 0.00 0.00 0 0 0 0 0 -0.00 -0.00
3.25 ft 0.00 0 0 0 0 0 -0.00 -0.00 -0.00
3 ft 0.00 0 0 0 0 -0.00 -0.00 -0.00 -0.00
2.75 ft 0 0 0 0 0 -0.00 -0.00 -0.00 -0.00
2.50 ft 0 0 0 0 -0.00 -0.00 -0.00 -0.00 -0.00
2.25 ft 0 0 0 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
2 ft 0 0 0 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
1.75 ft 0 0 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
1.50 ft 0 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
1.25 ft -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
1 ft -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
0.75 ft -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.01
0.50 ft -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.01
0.25 ft -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.01 -0.01
0 ft -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01
Bearing Pressure (psf)
Y X= 0 ft 0.25 ft 0.50 ft 0.75 ft 1 ft 1.25 ft 1.50 ft 1.75 ft 2 ft
4 ft 0 0 0 0 0 0 48.6 123 197
3.75 ft 0 0 0 0 0 26.2 101 175 249
3.50 ft 0 0 0 0 3.82 78.2 153 227 301
3.25 ft 0 0 0 0 55.8 130 205 279 353
3 ft 0 0 0 33.4 108 182 257 331 405
2.75 ft 0 0 11.0 85.4 160 234 309 383 457
2.50 ft 0 0 63.0 137 212 286 361 435 509
2.25 ft 0 40.6 115 189 264 338 413 487 561
2 ft 18.2 92.6 167 241 316 390 465 539 613
1.75 ft 70.2 145 219 293 368 442 517 591 665
1.50 ft 122 197 271 345 420 494 569 643 717
1.25 ft 174 249 323 397 472 546 621 695 769
1 ft 226 301 375 449 524 598 673 747 821
0.75 ft 278 353 427 501 576 650 724 799 873
0.50 ft 330 404 479 553 628 702 776 851 925
0.25 ft 382 456 531 605 680 754 828 903 977
0 ft 434 508 583 657 732 806 880 955 1029
Extreme Values:
Maximum d = 0.00 @ x = 0.00, y = 4.00
Minimum d = -0.01 @ x = 2.00, y = 0.00
Maximum Mx = 808.66 @ x = 1.00, y = 1.75
Minimum Mx = -718.62 @ x = 1.00, y = 2.25
Maximum My = 867.98 @ x = 1.25, y = 1.75
Minimum My = -696.98 @ x = 0.75, y = 2.25
Maximum Vx = 48308.42 @ x = 1.00, y = 2.00
Minimum Vx = -37283.13 @ x = 0.75, y = 2.00
Maximum Vy = 8628.31 @ x = 0.75, y = 2.25
Minimum Vy = -31023.57 @ x = 1.00, y = 2.00
Maximum Bearing Pressure = 1029.09 @ x = 2.00, y = 0.00
Minimum Bearing Pressure = 0.00 @ x = 0.00, y = 4.00
City of Arlington
REQUEST FOR REVIEW FORM
NAME: ��c c t �1'yt ��� 6Q4.fzt BP #: 05- 7
DATE: RETURN THIS FORM BY: / Z 3
PROJECT SUMMARY: `1 N
RESPONDING DEPARTMENTS
TOM C., FIRE DAVE A. BUILDING
KAREN L., UTILITIES KERRY W., BUILDING
DERYL T., UTILITIES SCOTT B., BUILDING
BILL B., NATURAL RESOURCE YVONNE P., PLANNING
GREGG E., ENGINEERING CWA., CONSULTANT
SHERRI PHELPS, BUS LIC JIM T., CONSULTANT
SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your
comments in memo form. If you have no comments, please return the form with the "No Comments" box
checked.
PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA.
❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO
NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT
❑ COMMENTS
REVIEWED BY f DATE / — �
f
4APPL`'`�Y SIGN PERM11
�,� o
ICATION
�f N G� Department of community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447
THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS, INCLUDING STRUCTURAL
CALCULATIONS WHERE APPLICABLE, TWO(2) FULLY DIMENSIONED PLOT PLANS IF APPLICABLE.
Project Address: �� 10 _2 7� AUF--_
� Parcel ID#:
Lot#: Subdivision:
Owner: I ��" ���� �'�`��� Phone Number:
Address: Z(_)2(� —2-2 A O (�.1n C)�,
City: � State: �.n-/l Zip Code:
Contractor / - _ S Phone Nu ber: t(zQ-L S Z3,_
Cell Phone: GG � 7 t Fax: C �`t—�2
-Z E-mail: I+uC -el Sc� ul_CU l
Address: vu-^���' � �.�/Y State. Zip Code:-
Contractor's License Number: �� S Expiration: 0 7
WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS
Height of wall Total street frontage in feet I o,z
Length of wall Height of proposed sign
Area of wall �y 1
Width of proposed sign
Height of proposed sign Total sign print area O� 7
Length of proposed sign Total sign structure area 1
Area of proposed sign
I hereby certify that the above information is correct and that the construction on, and the occupancy and the
use of the above-described property will be in accordance with the laws, rules and regulations of the Stat of
Washington.
Applicants Signature Date
r-tCt1
Print Applicants Name RECEIVED
DEC 2 8 2005
COA BUILDING UEF
Forms/SIGN-1
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