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Home My WebLink About16424 SMOKEY POINT BLVD_046075_2026 � zy P� INSPECTION REPORT jiGT Permit No.: (pq row5 Lot #: Address: /b2�I S�.i�-. P TContractor: . lr7cK- dieL Owner: J��rr NLr ,.1'/✓U' C Date: ❑ PARTIAL APPROVAL �IVPPROVAL IOLATION ❑ 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 ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: SRC Ci✓� .-�� - -��S7Mr�', 1�•;w. -� �h +�►r-�-r'�•..�+�.�r..�.ww�i...w�.�y��. .� r - �. INSPECTION REPORT f�� ¢1,iN G?'O Permit No.: 0-16075 Lot #: Q' Address: 7 6 V 2_y S,►4 ley ,o T Contractor: '��, It rL/r� ems, Owner: D" �►^j d- L-rt^j e- �IN C' Date: /D- 8- 01-/ 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. 1007 00001" xAVz4_5__ Inspector: Date: -5: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping 01 Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other:_ l .✓ I 1 I I C I TY �.--)F � RL I tVGTQN CONSTR4 1CT I ON PERM I T PE RM I T NO _ _ �4-6 075 Orner: DWAYNE LANE 315 WEST AVENUE ARLINGTON 98223 Value of Work: $45, 000. 00 Tax ID: Phone: 360-435-2125 Describe Work: INSTALL 2 POLE SIGNS Proposed Use: CAR DEALERSHIP Legal Description: Job Address: 16424 SMOKEY POINT BLVD Contractor's Name Type Address License# MEYER SIGN CO. G EN P 0 BOX 33742 MEYERI*219B6 TOTALS Fee ` Permit Fee $677. 00 State fee $4. 50 TOTAL FEE. . . . . . . . . . . . . . . . . *681. 50 IIGNATU HEREBYECERTIFY THAT I HAVE READ AN PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 KND ENED THE ISAMETTOSBEPTRUEA AND NCOR- D R C ALL PROVISI NS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . *681. 50 0 DI ANCE COVE ING HIS TYPE OF W K WILL LIE WITH WHETHER DATE _�I��I�� RECEIPT # l S C FI,ED p l✓ 6JAJA A, B LYING OFFIC AL ti\J V -If -y- I J. f 1, 511 V IL I PI[1 , x ONO - CWI W -A>!A- JVIYAW(] v(_I t,! 1:i A - J4-1,,IIW 1-ti I-tll mv "AS (It i i J(I T n ate(! totia. —I ttINA'" :AHUTAHL)lP- AHT Y-iLlW3j Y83-9314 1 Sc I RLJ;.! ,1 i �j"' -�--,"" 1 14 A XA A '14A WJL"'A,Ilj'i9A WS Aoe . . . . . . . *rwim Y A I f1mot ALIAI :fig UT '3M-A-,' •UVA ,WA.! JJA PLTEJ*r A if L"'I I :j V rui -1'3MA�: J,ILI se i acw . . . . . . . . . . . . . . . . .3U(JI 4H 1 A' , .. w A .! J Al: ' �Pf �"+(�-'�1-65� 'G "4 t (1 City of Arlington ,, �,��„ �o BuildingDepartment '�`� �j� p ent �jgklh, f, e� REQUEST FOR REVIEW FORM 7/?�u� �• w/� NAME:_, L61 rU-- BP #: 04- LaC) 75 DATE: 7 3_v 7 RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. 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 Ll COMMENTS REVIEWED BY DATE Z- 1 S TURDY ENGINEER NG C' 0 R P 0 R A T I 0 N Civil • Structural Date: July 6, 2004 Job No. 238-141A-GS FOUNDATION ANALYSIS T-r, for PF.CE v ED i; Meyer Sign & Advertising Company NorthSound Autoplex r dA BUILDING DEPT Sign A 16424 Smokey Point Boulevard Arlington, WA Seismic: Zone 3 Wind: 80 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). kJ Contents: Page P�� r�•�.,� '� �o 4. 'Construction Plan 1 of 1 Meyer Sign Drawing, 2 Foundation Calculations 3-6 ''•; •G. .,A 2�ffu3CQ ST €XPIRC1-S,i2 -1Zeo+ 7168 Sun Juan !-till I.n. • Anacortes. Washington 98221 • Phone: (360) 299-2511 • Fax: (360) 299-2698 E-mail: sturdy@sturdyengineering.com no Ail. 6A. nil 7 "w, it .—L 4: 1 06. Ir ti j I- t.."i r. I . . t • A.-I N AP em •rd A I L If 4L 7 _11lb T V41 711 Ll 4,-d- V; JT it _-Z� 11 I a In -3 1 k4 R- lo V, 7,.: .-,A 54; 1;, , It a L...,_t j it;. IN jA of I.Tpi L . -X ► �1_ao 1A ZIP • I IPL T, 16 7_� A 4 nN, in I ji L ..WU • "'Jit-0 4 'Jit I AA ti III v !4l-'I-L ll -l I"' I�'Vv T zk� C. �I11 %Ill 11' 61 --:L.� t), _zp g • .4 A-7, '5�1-01ill-OVtt •- fI 11 MY .-F __]t i is K1 Il -4 If i L- - - - I c Ir x Ile ell J 7L Jill I �j .7�Il- _ -1 11V'X-92. ar�1'J, ne 4'. 21 .2• -0; VIL N1,N A-A 'y III LiL zl�v % I -;II A —1 - �; - - or ,11 Z. 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I.. ................1-. .......-I--............ ...... ..... .... .......... .......... -............................ ..... ........ .. ............................ ........ .............................. ......... ....... ............ ...... ........ .......... ............... ................. ............ ............. ... ......................... .... .................... .... ..... .......... ................. ................... .......... .......... ................ ................. .......... .......... .........1 1.1--.......... .......... ..................... ........%.-...................................... .................... .................................................................................................. ........ .......................... ....................................... ........ ...... -.... ....................4 1.... ........ ...................I.......... ......... ............ .......- I I ...................t............ ......_.. .................................................................................. ............... ......... .......... ....... ................... ....... ................................ . ............ ... ........ ................ ............ .......................... .......... ..................... ......... .......... ...""I.. .......... ......... ............... .......... ...... .................... .............-..................... ......................... ......... .........I................... ........ .... ....................................... .......... .... .......... ......... .......I.. ......... .......... ............-................. .......... ...........-................ ......... ........ ..... .................... .................. .......... .................................... ................ i Tue Jul 06 14:15:36 2004 Large Sign Sturdy Engineering Gary Sturdy Large Sign VisualAnalysis 4.00 Report Company: Sturdy Engineering Engineer: Gary Sturdy File: E:YPY0238-141A&B AutoPlexYLArge Sign.vap Concrete Footing Design Design Load Cases Strength Service Load Case ID Number ID Number Name 1 Dead loads 2 Wind loads 1 - IBC2000 16. 10a 2 - IBC2000 16.11 3 - IBC2000 16.12 4 - IBC2000 16.7 Design Parameters Design by LRFD, ACI 318-95 Footing Size Parameters Minimum Maximum Increment Thickness control: 24 in 36 in 3 in Size control: Strong 24 in 240 in 6 in Weak 48 in 60 in 6 in Shape control: Allow Rectangular Shape: Yes Material Parameters Concrete and Reinforcing Data: Unit Lightweight Bottom Edge Rebar V c Weight Concrete Cover Cover fy 2500 psi 150 lb/ft'3 No 3 in 2 in 40000 psi Soil and Baseplate Parameters: Allowable Overburden Strong Weak Net Bearing Unit Overburden Base Plate Base Plate Stress Weight Height Length Length 1500 psf 150 lb/ft-3 36 in None None Design Results Footing Orientation: The Strong footing direction is the global X direction. The Weak footing direction is the global Z direction. Footing Size: Column Strong Weak Band Thickness Length Width Width 24 in 168 in 48 in 48 in Bottom Reinforcing Details: Direction Number of Bar of Run Size Bars Spacing d (---) (---) (---) (in) (in) Strong #5 8 6 20.69 Inside Column Band: Weak #5 12 4 20.06 Outside Column Band: Weak #5 16 7 20.06 -1- 4 • a I Gary Sturdy Sturdy Engineering Large Sign Footing Summary Report Y Service Cases: f 1)wind Factored Cases: <none> 14ft ME --o- Jill 4ft Thickness=5 ft Concrete(F'c=3 ksi) Mesh = 16 x 56 E=3122 Ksi Subgrade modulus=216000 Ib/ft^3 Y= 10.10 Ib/ft^3 {iJ! {inCiv:Ji+isJi tit t{iL;:Jit::.{..C?vC.:''J:::4tY.{i:::::::::•?:h:S:v?:4>:Y....:•>?>J i?J:•J:•>it>::•:ii'•>:•>i:{: .,..:....... Sri• .1.. .n.+,.:........r........ .v:r ..:v::::.�:::-ti•:!•:::.?-.:.y.vv::,`..-:...lvJ:v... ... .............................. ,......{... .............::::::i:::•:•::•::.� v::::::. :::w+':-i'-.,......:::-i?J'ifiTn:::::iiiXt:i}i:: ..\._......n.. .{O?::py,:�'.{.>,...•.,•. ...9?X:???J:{y:f.�+-Jn-..,:J...v v..r.J.•:r..h.: �..•. �.• .. :::?::-.�::::.:v:.v:v:::::::.:r.:�.v: ... r .nv n.�.�v.+, .J \, ?:{•:?:-:i?:.i??ii??:}????:[[[[.?iii:vii+:{y.:v:::n. .. ...:........................................... •. 'f. 78 v,.::. :�{i•>:{•::.>:.:;.i;.::v??:.?:.:?:.i:.i}::.?:.:}:;;.;.i:?iiii;<.}:{vy3?:!{•??:{:.;{y};.y:-+.:':J+i}>ii?::•:r.?;{:.'; Max Value Location (x,y) Load Case Min Value Location (x,y) Load Case Displacement 0 ft (0 ft,14 ft) wind 0 ft (4 ft,0 ft) wind Shear-X 2779964 lb/ft (2 ft,7 ft) wind -2779964 lb/ft (1.75 ft,7 ft) wind Shear- Y 462082 lb/ft (2.25 ft,7.25 ft) wind -1010110 lb/ft (2 ft,7 ft) wind Moment-X 52155.2 ft-IbA (2 ft,6.75 ft) wind -50724 ft-lb/ft (2 ft,7.25 ft) wind Moment-Y 51997.4 ft-lb/i (1.75 ft,6.75 ft) wind -48295.3 ft-lb/f (2.25 ft,7.25 ft) 1wind Bearing Pressure 1820 psf (4 ft,0 ft) wind 0 psf (0 ft,12.5 ft) 1wind ! AnalysisGrour) 2.5 07/06/04 02:24 OM i Gary Sturdy Large Sign Footing Service Case Results Sturdy Engineering wind -- -------- .......... .......... .. ........ ............ ............. L''6 Sxtrlts Y Value Location (x-Y)OQ Displacement 0 ft (0.14) ......... Displacement 0 ft (4.0) M-MM Shear-X 2779964 Ib/ft (2.7) Shear-X Q -2779964 Ib/ft (1.75,7) Shear-Y(+) _02082 IW/q_(2.25,7.25) Shear-Y(-) -1010110 Ib/ft (2.7) ------------ Moment X(+) 52155.2 ft-Ib/ft (2,6.76) ---- Moment-X -50724 ft-Ib/ft (2,7.25) HA- ----- Moment-Y 51997.4 ft-Ib/ft (1.7-5.6.75) Moment-Y -48295.3 ft-fb/fl (2.25.7.25) Bearing Pressure 1820 psf (4.0) T X Bearing Pressure a PSI` (0.12.5) X x ft(X) X X (includes self-weight) .................... ............ .......... ... . .................... ............. ............................ rrrrrrr Will 111020 Not AnalvsisGrour) 2.5 07/06/04 02:24 :, 1 I I JUL-15-2004 14:58 FROM:MEYER SIGN CO. 3604245212 TO:13604033447 P:1/1 Z N m m rn f;' Q O cn pM. n N 0 -� (D cn Q n 7 Lp 6 n q (p m ❑ A C cD X D p Cy r r m c"Q 7 C:L o 3ZE " ; Q Y- O 3S� Q I og o CL o QQ3 0 o owl Fr 0 C ❑ C 3 0 C � -8 [N 7 Q 7 2 cr p !(� 0 Imo' PO � s bcx oo ow mx ❑ 0 3 N rt 'U x G Q 0 � O � { 0 iN g o 3 <D ❑ (m ,,, c D a4 Q Q 7 oa a, Rpy�gp cP � O 4 Q� rEv;j ❑ � a ❑ 3 � � � r a ❑ n QL Q m �. EX - a, m - w ff _ o f i ff o n ' a 0 N) — Q ( mr�, � � x " x xxX Qm cw ooa, 01 •v, Q _ U II II II II II A. p W rya o 0 ,0 ,D IIcm 0cn cn06 OD LA N Q � a 1 *,4 1 • 1 Er ■ m _ ■ 16 � r ■ md 0 . h h: m ■ 16 � : . ' 6A . lii . - h � • ■ • 1 i ■ Rum AM =IN 1 ' im •� ■ . 1 1 _ 0 L If_ d L; r qr 0 q9 % L -r W"04 1 A STURDY ENGINEERBVG c c 1% h o R n r 1 a N Civil • Structural Date: -July 6, 2004 Job No. 238-141A-GS RECEVED FOUNDATION ANALYSIS for ICOA BUILDING DEPT Meyer Sign & Advertising CompanyD4- o�Z NorthSound Autoplex Sign B 16424 Sr>rtlokey Point Boulevard :Arlington, WA Seismic: Zone 3 Wind, 80 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). L S TU Contents: Page ti a Construction Plan 1 of 1 two : Meyer.Sign Drawing 2 22s03 4 ► Foundation Calculations 3-6 0% �-1VT �S•�� EXPIRES 12/24/7�Cc�► 7168 San Juan Hill Ln. • Anacm-les. Washington 98221 • Phone: (360) 299-2511 • Fax: (360) 299-2698 E-mail: sturdy@sturdyengineering.com -'I,,A- I I 11), -no • '1�4 il. I:;. at Is "I • So. J.11 .=.LD T %A'I'l %�l -40.1 .1 C 1 40--v 1 L z -�-,r• I IF is. 4 . ;I.: T r.,1 04'�`vlq 1 '* -. j I - -S, I J. oil I T" Ji T 4 Z 11 v )d ew ol V. J sol 4 I 'Jig eo-f .1 :n il _v il 1 ;16 Is. Is ss�r,. 4 i�,L I . ss. so I4 7I s 2l": '6 -, A -s. • �_,o.l ' , A c j 1 ►s I k ► L . Q 1 I " 1 • r x: '6 j ,pr ell o I 'W E ;X o P1. 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I I "I I To nsl L 'g- Ell >; -1. -T I-Ir 10,14 j iLS,%r?kl. L 'A L L 14 A j3 It n, or Is -too f jll LM I T� Is T I -1;4X L 14��Sps. T I Is 7t, I 1W I.III III, : F7, 4 Y. !Lf� of --- , _j 4. LS z-; ►W "Tj I V. so L. 1 6., - 1 1. -.Lms1!t.11 A -4o It ss�." I - - -'f'i , v. .. 4.11 3 :1 2 kiI 141 Is L) �197168 San Juan Hill Ln. JOB A, zs8-o14 Anacortes.WA 98221 Bus:(360)299-251 1 SHEET NO. I OF Fax:(360)299-2698 CALCULATED BY DATE 714. 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Tue Jul 06 14:08:08 2004 Small Sign Sturdy Engineering Gary Sturdy Small Sign VisualAnalysis 4.00 Report Company: Sturdy Engineering Engineer: Gary Sturdy File: Untitled.Vap Concrete Footing Design Design Load Cases Strength Service Load Case ID Number ID Number Name 1 Dead loads 2 Wind loads 1 - IBC2000 16.10a 2 - IBC2000 16.11 3 IBC2000 16.12 4 - IBC2000 16.7 Design Parameters ----------------- Design by LRFD, ACI 318-95 Footing Size Parameters Minimum Maximum Increment Thickness control: 24 in 36 in 3 in Size control: Strong 24 in 240 in 6 in Weak 36 in 60 in 6 in Shape control: Allow Rectangular Shape: Yes ,Material Parameters Concrete and Reinforcing Data: Unit Lightweight Bottom Edge Rebar V c Weight Concrete Cover Cover fy 2500 psi 150 lb/ft^3 No 3 in 2 in 40000 psi Soil and Baseplate Parameters: Allowable Overburden Strong Weak Net Bearing Unit Overburden Base Plate Base Plate Stress Weight Height Length Length Design Results 1500 psf 150 lb/ft^3 12 in None None Footing Orientation: The Strong footing direction is the global X direction. The Weak footing direction is the global Z direction. Footing Size: Column Strong Weak Band Thickness Length Width Width 24 in 84 in 48 in 48 in Bottom Reinforcing Details: Direction Number of Bar of Run Size Bars Spacing d (---) (---) (---) (in) (in) Strong #5 8 6 20.69 Inside Column Band: Weak #5 11 4' 20.06 Outside Column Band: Weak #5 4 7 20.06 e-eF -1- 4 �, ,/ . I Gary Sturdy Sturdy Engineering Large Sign Footing Summary Report ................... v,........ ,::...,.�J}?.i%i:{:i•:v,}?:v?i}?}}}}}.;r4:•?}'n.}:4}?:•:i�':::i:ny:::nv. :ai1.:};;.• vV\•7�+,v .;Sk:;`}5:,}: .;'+'•� ::}\:::ci:i:i:iisii:i . 2.2: :r::<: �.6@`r.• .G x<,'C* 7.v Ct; �:;{.S{::,,a}:?;3y.: Y Service Cases: 1)wind Factored Cases: <none> 7ft X f 0 ►i 4ft Thickness=3 ft Concrete(F'c=3 ksi) Mesh = 16x56 E=3122Ksi Subgrade modulus=216000 Ib/ft^3 Y- .1 Ib/ft^3 �::.:v:: ..r:'Vv r.?,�}:Y.::::::::::::::f', v.4?.v�.:::::::}.A;•}?}. ,/.: h...............:.:::.::v:n-:..�:::.:�::.:....:.::::::::.�:::::::::::,,..::.�:.�::.:.v. ...t:}:}<:^ 1:.. ir'Y....... ':-.:.:yi }...::.v.n•.,•.,•.vf}.....................,:^.../............ .nr}: .. ..:•:-:.v..:....:�.:::....:...:...................................,.....................::•}::•?}i??:::...:.. •::.:Ji..?}.i. .: r:::::n.,•.y... :-vv.•.v.:•r::r.,:,.r.n. 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Max Value Location x Load Case Min Value( ,y) Location (x,y) Load Case Displacement 0 ft (2 ft,7 ft) wind 0 ft (2 ft,0 ft) wind Shear-X 651181 Ib/ft (2 ft,3.50 ft) wind -651181 Ib/ft (1.75 ft,3.50 ft) wind Shear-Y 178405 Ib/ft (2,25 ft,3.50 ft) wind -296681 Ib/ft (2 ft,3.50 ft) wind Moment-X 13403 NMI (2 ft,3.38 ft) wind -12923 ft-lb/fl (2 ft,3.63 ft) wind Moment-Y 20323 NMI (2 ft,3.38 ft) wind -19373 ft-lb/fi (2 ft,3.63 ft) wind Bearing Pressure 11271 psf (2 ft,0 ft) wind 0 psf (0 ft,5.38 ft) wind 9rE AnalysisGroup 2.5 07/nr,/04 0227 OM Gary Sturdy Service Case Results Sturdy Engineering Large Sign Footing wind Ld :;);.2:G:.x;;os>»».::.:�:}:<. ...a. .}:�•: E.. Y} ..kdc r�n:...:�•: r:::. .:,J:. >.:??.;\ „ :;;`;tv".''•.'4'to. Y Value Location Displacement + 0 ft (2'n ) Dls lacement - 0 ft (2,0) Shear-X + 651181 Ib/R 2,3.50 Shear-X - -651181 Ib/ft (1.75,3.50 Shear-Y + 178405 Ib/ft (2.25,3.50 Shear-Y - -296681 Ib/ft 2,3.50 Moment-X + 13403 ft-lb/ft 2,3.38 Moment-X(- -12923 ft-lb/ft 2,3.63 Moment-Y 20323 ft-lb/ft (Y,3.38) Moment-Y -19373 ft-lb/ft 2.3.63� Roaring-Pressure 1271 psf 2,0) Bearin Prossuro 0 sf 10,5.38 X includes self-weight) ..... (�,r. ......:. .huh .. .. ..-.-.44•.:,:..........,.. •.,::;V:,.\...::::r.......... :..:..::::::::::::::::::::::............ ..:•n..�.}}i}.¢'....:..} .,4}'.ti ....................:}i':Jw:n::v.... .;:..,_ ...-.}}�.pk}?/...,:::A:�.: v,::+},}}n.. SN.:: :....... ............v:................... 4...:v,�...3. is:e i�.�t-vv.v._-.::..:}i... Fi 1 ..:...... ..:......1......}::::::::::x:::::::::v::::':w:::. i::ii:}:'}:}:}}i:}}i}i}:i}:v}:i:.::}::::::::v::....::.v::::::.::�...:�.:;:•::..... .. ...ay:?.:::. ]o DnRcction O ].a 3Acar.x pblfl) .... ._•• - "'`- )::. :::-_�:Srs;.x•..a `;:a::.:m.:• ]A SAcu- 0.3 es e mrr�.rmmm ao BA SS 43 OS 0.0 SO SA 1.3 1.3 IA 1 4,0 Lo PP ^1 as €3.3 J a3 Q 3 1 V t7 8 UJ a ].0 a 2 2e a.0 aA 20 I I.a I.S Lo 0 0.3 OS 00 0.0 00 U le 1! If In U 1f 1• SI 1f 0.1 IS IJ ff tf of U 10. N U IS IS U U SS ff If OQ N ]a Moment-x(ft-1b/ft) Moment-y(ft-tbflq Bearing Presasae(pet) 0.0 0.0 e.o ss as a.e .oL a.o e.o Is I.e Io 1 fn @ a.s 23 ze 2a 2' 20 20 Le I. ..o 0.3 0.e 0.3 00 00 00 IS f1 10. .a � fe fe ff 10. SS f1 If le le ff ff SS 1f SS 0.e If If la If ff •S pl � UAnalysisGroup 2.5 n7lnnInd n---,'':)7 bNA Please submit: 2 copies of drawings & 2 copies of installation directions City of Arlington Sign Permit Application �� PERMIT NO. ODE It MIL ADDRESS CITY ZIP PHONE L uti-eSC, �-- ARCHITECT OR DESIGNER MAIL ADDRESS CI ZIP PHONE ,�1 2C�8q So 1� �w.AT H�� `��?� 0":J`i 36�-Y2�c-I s eY�rsA�3®� GENERAL CONIKAU61OR MAIL ADDRESS CITY ZIP PHONE LICENSE I MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE I PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE/ CLASS OF WORK VALULW ATION O WORK ADDITION ❑ALTERA RATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION ION OF S ULSCRIB WUR PRUPOSE U USE OF BUI_�-esDING `,� 4�� .s��lP I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- 'tY TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LL(rAL UESCRIPI ION OF PROPERTY(SHOWN BELOW OR ATTACH LOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LUI BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX I D NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF coNTRACrORORAUTHOR1ZEDAGEPIT DATE tD6W-4 Sw•�(c� ��Iv�, x � 7'-0� Application is hereby made for permission toKErect [] Alter [] Repair [] Projecting [] Temporary [] Ground�Roof[] Wall [] Other_described as follows: y�nS Sign of a type similar to that checked and described below, fastened and secured by approved supports, and it is hereby agreed that if this application is approved the sign will City Ordinances and State Law. Sign will be: Iluminated [] Non-illuminated [] Plain wood KElectric Size: Wgt. < v lbs Length Width Face t6q 0 q:ft. Face area: 64,3s sq. ft. Sign is 2-faced: Width Face sq. ft. Gr- Distant from property line: North -,3p To South u o Lower edge will be 3S' feet inches above grade. Inner edge will be inches from the building. Outer edge will be inches from the building. Lower edge will be feet inches above the building. Of what material will the sign be constructed? Face: Frame: �,�� =�� Wording of sign: Ow"-Ae SIUL YARD SL I BACK STRELT SL TBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USE [UNI LOT AREA VACANT SITE VALUATION FEE YES NO FEES TYPE OF CONS]. OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG BUILDING s SILL OF BLUG, NO.OF STORILS MAX.OCC.LOAD PLUMBING FIRE SPRINKLERS REQUIRED C]YES 0 NO MECHANICAL STATE BLDG.CODE COMMENTS ENERGY CODE SURCHARGE /rD PENALTY SEC. 03(a) WATER/SEWER FEES TOTAL J V PERMIT VALIDATION COA g1JIL1)ING DEP1 WHEN PROPERLY VALIDATED ON THIS SPACE)THIS 15 YOUR PERMIT&RECEIPT PAID CRB BY BUILDING OFFICIAL DATE cc:ASSESSOR,APPLICANT,TREASURER,BLDG.DEPT. RECORDS CONY Please submit: 2 copi( of drawings & 2 copies of installs -)n directions City of Arlington Sign Permit Applicationu41 L(e 75 PERMIT NO. OWNLR _-MAIL ADDRESS CITY ZIP PHONE ARCHITLCTORDESIGNER MAIL ADDRESS CI ZIP PHONE _r 6)w nT ��,� `�� 7'� 36v-Y2c(-1325Iw[�(�TSA031812(E GENERAL CON I R)ACTOR MAIL ADDRE S CITY ZIP PHONE LIC NSE# MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE II PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N CLASS OF WORK LW ❑AUDITION OALTERATION ❑REPAIR ❑UEMULI FION BUILDING RELOCATION VALUATION OF WORK / $ DESCRIB�WUR1� f SAS PROPOSE U USE Of BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLG AL DES(RIPI ION Of PROPERTY(SHOWN BELOW OR AT TACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACTOR OR AUT ORIZED AGENT DATE O DURESS Application is hereby made for permission to "Erect [] Alter [ ] Repair [] Projecting [] Temporary [ ] Ground Roof[] Wall [] Other, described as follows: Sign of a type similar to that checked and described below, fastened and secured by approved supports, and it is hereby agreed that if this application is approved the sign will City Ordinances and State Law. Sign will be: Willuminated [] Non-illuminated [] Plain wood Electric. _ Size: Wgt. < Ccc' lbs Length Width Face Face area: I&4,3s sq. ft. Sign is 2-faced: Width Face sq. ft. 6— Distant from property line: North up To South up To Lower edge will be 36-' feet inches above grade. Inner edge will be inches from the building. Outer edge will be inches from the building. Lower edge will be feet inches above the building. Of what material will the sign be constructed? Face: Frame: Wording of sign: �YTO ib 1'e�vu-�3s SIUL YARD SL I BACK STRELI SLTBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USE /ONt LOT AREA VACANT SITE FEES VALUATION FEE ❑YES []NO TYPL OF CONS] OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG SIZE Of BLDG NO.OF STORIES MAX.OCC.LOAD BU'LDING $ r PLUMBING FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE PENALTY SEC. 03(a) DECEIVED WATERISEWER FEES TOTAL BuiL®LNG DEp1 PERMIT VALIDATION COAWHEN PROPERLY VALIDATED (IN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT PAID CR# BY cc:ASSESSOR.APPLICANT.TREASURER,BLDG. DEPT. BUILOING OFFICIAL DATE RECORDS COPY LZ786 bM 'sap000uy auo-7 ll!H uonr uoS 891L _ 869E-66E (090) :XVd 119Z-66Z (090) :auoyd � PAIg gUIOJ AOJOWG {j�tj9 I O Q Lj- N 0 I 1 v 21 0 d 2I O 0 _ :ssaoPPb = �t -- xoldogny puno(;HgJON ° z �ic :af711 7oa(o�d Q m �. 9 N9IS WJ NOii3n,,1SNOD o m t .uo!7dfjosad p to boo, 'd-joo 6uua9u'5u3 •(Pin7S O n U1 N � U O Ln U O Ln m Op p0 � p N — — — — — — — — — — Z 0 = F- m O m N a� Ox -T - - - - - - - - - - - --�L -=, [:] ff9 fz ffS f9 20'-0" 3'-0"x 2'-9"oval shape "' r- I- 6-6 ;f Z° - DWAYNE LANE'S • • ' 25"to 18"tall letters with outline o o , . 30"tall letters with outline 0 �n 12" round steel s �o 18" round steel (6") One double faced illuminated monument sign. — DWAYNE LANE'S sign cabinet extruded aluminum painted yellow PMS 102, white lexan sign faces &vinyl scotchcal graphics, yellow 230-015 background, cobalt blue 230-157 letters, illumination with 800 ma fluorescent lamps. NORTH SOUND AUTOPLEX sign cabinet steel &aluminum construction, aluminum sign faces pointedcalalt blue PMS 288&with vinyl scotchcal graphics, white &black oval shape, red letter N with double tube clear red neon 30 ma. North Sound Autoplex letters white with red outline, with double tube clear red neon 30 ma. Double tube horizon blue neon top &bottom of sign cabinet. j Electronic message center, 9"tall characters shown. . y l NorthSouncl Autoplex 16424 Smokey Point Blvd. Arlington, WA 98223 �. Meyer Sign &Advertising Co., Inc. Ths htgre athe=xd°s ,y c,Yd diw in gAdvertisingka.°= Approved By, T,s dc,ign is d No cony a repr Wyer n In wnda or par[may be 2608 Hwy 99 So.,Mount Vernon,WA 98273 a «urshbd with—me eNpre—d waien p—lit,bi a appal d nneye�s��a nava,re��ca,Inc Phone: (360) 424-1325 Fax: (360) 424-5212 Design Numbe. 3844 oaie 5.21.04 5.26,04 Date; 5.28,04 6.22,04 6.28,04 �o _ m 0 N Q Y Q .. CODp m y 0 O CO C -a Q v' U O NN 0 O O ,- Q C Q m & st $ C still o o a E z ° Q Q 0 to ' .0 C V i �O n n N CO V 1 v) U co Q O O O 0 } 1 o� O� ao � •.� �� oNU vi U C ---— /�iCN co ! v> U + 8 f o ' v O 16 16 Fn ! -0 2 .0 p C Q N y N !„ 0 a< ry N X X NOy � t C .O C U a) � � o� � XXUJ � x v: C� pC � � U N14 ./�J C O 0 U 4 N V� ! ` a (b Af O 'Cr 7 C N R N N .O ch N T �W U N 0X O7 C 3 � � aLL "q 00 F. a 1 - NO O �' E °CL a) g� N J = O O O Cp C O _C p C c ELO � — c O > O O o' 0 0 z) E E2 E c-4 - - -a m 0 a) t C S2 O C O 0- 0 a • - 0 U0 O1 U L � U C C y — a) U Ca) O V 0N �. -c m > R w o -PQ `m zq ° -0 E > ; O C E a o � 0 wN � � 0 c a24 9 L „0 L ,9 a) 3 o Oc } o o rn O o > z S z a C9 `� S „0-,9b --. > 1 (Q� � c� a 5' 45' ———————— � � N O �o mN N Q rn rn OQ 3 m c`e O W W W j —— —————— I 1 5 6 15' 22'-0' Cal k O ka = O z 51 I (10) #513 @ 6'b/c I ^N V CI1 1 D � A a N D N v 0 C i 10-0' CO Sturdy Engineering Corp. 2004 3 o p Description: O Project TiCONSTRUCTION PLAN SIGN A - - == STURDY ENGINEERING = — p NorthSound Auto lex == ' - C O R P O R A T I O N � h — Address: ,(_ D p I G424 cJ-mokey Point Blvd. Phone: (360) 299-2517 FAX: (360) 299-2698 4 — = 7168 Son Juan Hill Lane An r FIN Arlin ton, WA - aco tes, WA 98221 PROPOSED LOT LIGHT , ,`. 6RA55ED LINED SWINE ALONG LOCATIONS, (2U TYP. �`. _____________118- -. ! EX.SWALE CIVIL DW65. LINE-SEE -- 120 '\'� ___________________..118_ ___ ..... -�...................... ------ - -' - '_'- '-- _ --NORTH PROPERLY �— ---- -- -----MODULAR _ 3�'I----118- i EX. SSMH � ~ �~ y _ _ _____ ________ _________ RE- 28CN 140` -_—_____ - ■ - ---- -�■--- ---- -------- - ---- -- ---- _ ♦ - -- 4' WIDE WOOD-FRAMED LANDING AND STAIR W/ ARL N6TON STAMA17ZG OF 'y o ml z I Ozc) po�l r Q N ti l-ILL ASPHALT AUTO DISPLAY - 1t/2" DIA. HANDRAILS 5%-SIDE;TYP —1 > 1 tA�� W, ' (gq vISFl,Ar PAlac!r% _, - „°, MOBILE SHEET 1 OF I ♦ CONNECTION TO 0- ♦ ASPHALT DRIVEWAY ♦ ACCESSIBLE ROUTE OF TRAVEL 10 .O 0 RIGHT OF WAY Laakcl , , ,•,,•,« r--------------------------------- --i'.._ — SEE EVER6REEN PEDESTRIAN ROUTE �m _ AUTD_ EX, I I ¢ q I SALES ♦ , , , 24' x.BARBE 2 I/ I� '1 ASPHALT AUTO 015PLAY v m L►1. WIRE FENCE I FUTURE AUTO DEALERSHIP i o -_ -- , I Q CA IF, m I f e _ I - ( 8 SPACES) 30' TOTAL LENGTH WOOD-FRAMED I < I '�' W cf,• I RAMP W/5'x5' LANDING- 1:12 _ `+J °�a' MAX SLOPE W/ 1-1/2" VIA. I - a I z Q (n 4�oA TU N m y� I HANDRAIL5 EA. .SIDE, TfP. -SEE r'- - qq N dN' I Y •,. I EVERGREEN M08I LE SHEET I OF 1 1 20% o a „ I AREA I T2G 30'„: 25 2D 2O;�j, 252C' Z n 20, 25 `2C , 20 t 2 20 20 20`. I I 20' 26' l' l0' T 25 �j o y s, ', cli 0 12'xl2'x6' HIGH CHAINLINKL >JS�� L Z TRASH ENCLO5URE W/VINYL I =-- --r-- 1 SLATS ILL _ "' H m I PEN MAINT.5HOP I li II �I w " '$ �ty1 Q Ili--'' (3-HAYS) �� a�� - F- 1 I 2,240 S.F. E-- -`-, - I I P EJ W I _ _ _ -- " I------- ——— ——— ——————————— -----J �' I I b `.• I(y 46 ;("• ',_•f b 16 �'16` � �` ' � ',� � .1 1 I J .}�6 � LLI RI _ _____ J _ ___ __ _____ _ _ 5.4' BOTTOM EX. WALE EX.EXTRUDED CU SUJI-CON3 ENT X.CURB do GUTTER- i RIR - ROVE® W EX,ASPHALSWALE ALONG SOUTH EX.ASPHALT ';I '� EX.TEL I ,il EX.EXTRUDED CURB PROPERTY LINE -c�'1+ ',. EX.A H I 120 S.F. �- E%.ASPHALT CIVIL DW65. -,AIR-4/ RISX. RATV 56, 28' a' 6 u . 20, 84' BLD6. 266' 5O',: DATE 7 2b_R EX. P I t kcarr,.a'€&AtmauHGg;J N 60' 195' - 2l5'-2" X.D 420' - UNtswsAaaaneaXrMe- n" aJD 40' A.F. NO.I9009125003 I BUILDING 0U N VOL. 1 PG. 208 �I pa� a 1-015 1-OOB PP c L 0t E COPY a N v SITE PLAN SCALE: I" =40'-0" �, I EX. SSMH ' o' Im R = . CUMULUS(OFFICE PARK I E 11909 NORTH �. SITE AREA:; - - - -- ,. _ _ _ _ 1- _ - ASPHALT AREA (IMPERVIOUS) 115,425 5F _. �_.. - ♦1 A: �1 PROJ�GT DATA: BU I LD Ifii� GRI Toll HIGHWAY COMMERCIAL(HG) BUILDING AREA(IMPER 10115) 4,OIl 5F CODE: 1991 U.B.C. s , LANDSCAPE AREA (PERVIOUS) 95,I58 5F JURISDIGTION: CITYOF ARLIN6TON ZONING: TOTAL 212,546 51 PROJECT ADDRESS: 165XX SMOKEY POINT BLVD. N.E. -CONSTRUCTION: V-N ARLINSTON, WA 98223 OCCUPANCY TYPE: B, 5-3 TAX ACCOUNT NO.: 51052,100101400 ALLOWABLE AREA: 8,000 S.F. LOT AREA: 4.98ACI;ES(212,598 S.F.) ALLOWABLE AREA INCREASE: ALL THAT PORTION or THE NORTH HALF OF THE SOUTH SEPARATION ON 3 51DE-5 X 2= 16,000 S.F. K CONS G ON: 4' 5ULLN05E - LEGAL DESCRIPTION: 2/3 OF THE SOUTH HALF OF THE SOUTHEAST QUARTER TOTAL ALLOWABLE AREA: 16,000 S.F. AT OF THE NORTHEAST QUARTER OF SECTION, 29, NEW BUILDIRS AREA; X W1.4 WWF AT CENTER OF SLA B. CONCRETE SLAB W/6" X 6° X W1.4 TOPSOIL LANDSCAPINNG TM45HIP.31 NORTH, RANGE 5.EAST, A.M., LYING AUTO SALE$, — I2i2" a.R GLA55 'S' ASPHALT PAVIN6 EAST OF STATE HI6HWAY NO. I (S.R.5) AS COMJEYED MAINTENANCE: '��1-&8B- JJ 20 2.c v.. _.. .. ___. UNDER AUDITOR'S NUMBER 11851-11 AND 1959114; OAR WASH ROOF -,- -: W, . EXTRUDED GONG. X- - ',-X-`r f W ry -- TOTAL 4 �• Z g.T_ U N CURB - v- EXCEPT THE EAST 50 FEET A$CONVEYED TO .. O �-+ N ' v v.,� SNOHOMISH COUNTY UNDER AUDITOR'S FILE NUMBER PARKING REQUIRED 4y,I--IF y� C) BONDING AGENT o_ �, 19164b AND 9402280658. 1/200 SF= /200 5F 1.3B-S ILLS F:. �, ASPHALT PAVING ASPHALT PAVING PER CITY OF fLIWON CHAPTER 20,40-10 �] [C'''�I 3. I #5 CONT. 1(,- _ SITUATE IN THE STATE OF WASHIN6TON. . STANDARD PARKING PROVIDED= 28 STALLS "q Jr 6 r .AUTO DISPLAY. ACES = 136 STALLS(PHASE 2) � 8y TOTAL ;, =261 STALLS Q O 1 4 v CRU5HED BASE 0OUR5E 2^ SAND COURSE 6° b" CONTINUE INSTALL ELEG. LIGHT POLE p"I, (, 8 �— TO HERE BONDING JUMPER : LAN ADSCAPENB BUFFER REQUIRED ALON6 NORTH PROPERTY LINE A Q BUSHING 10' WIDE TYPE ' B' SEMI-OPAQUE LANDSCAPE SCREEN ALONG n CONCRETE GUR 2 CONCRETE SIDEWALK n ASPHALT PAY I N6 1" NON SHRINK GROUT SMOKEY POINT BLVD. d ALONG INTER5TATE 5 AI 1" = 1'_O" A1. 1' = 1'-0" \tll NO SCALE 5' WIDE TYPE 'S' SEMI-OPAQUE LANDSCAPE SCREEN REQUIRED yCy`J E --GHAMFER ALONG SOUTH PROPERTY LINE. G O FIN. GRADE pq � > r PROVIDE #3 TIES AT �+ B" 0.0. FOR TOP CONTACTS. o "VAN ACCESSIBLE" 516N WHITE LETTERS E SYMBOL 1'-0" - _ BELOW INTCRNATIONAL SYMBOL ® ON BLUE 5ACK6RIX)ND ANCHOR BOLTS PER - OR ER/APPLICANT: - Both St Ne '' > r a—�' �'Na-�rotem W H� _ OR d _7, WORDED "STATE DISABLED -MFR. 'DWAYNE LAFlE'S GHRYSLER/PLYM�ITH z u+h' 1: [h'PI fVe�75thPl s O PARKING PERMIT REWIRED" 10515 EVERGREEN WAY 1Ti6th-PI Ne 12' X 18' SI6NWI1N I1 0. z EVERETT, WA g8204 O Q. I, CONDUIT (425) 353-3855 T Lakewood sm■keyTomt O 31 TI SYMBOL Y IN7EWdA ONAL i CONTACT: MR. TOM LANE 170kh PINe I 0 METAL SIGN BOLT TO `y D 'y 18B— i O OF ACCESS PER DETAIL 1„ E� STRIPES - PIPE COLUMN -� d ''I' - '1 6 -I i BBIh 8[Ns, O THIS SHEET o WALKWAY O ARCHITECT: ID Z 1 ToNTED ON DISCOVRA6E�AGE m. CONCRETE FOOTI N6 6ARY PARKINSON ARCHITECTS - m Johnso nT,1 Rd N PARKING VIOLATION 2"m 6ALV. PIPE COLUMN 2812 WAA 98201 1 '-�rl--� y v� INTERNATIONAL 5YFBOL SIDEWALK PER PLAN OF AGCE55 PAINTED o (425) 252-2153 '_ z ON PAVING o 4) #6 VERT. BARS CONTACT: RYAN E1 1N$HAU5 m 5 I TE Q x ^ FIRM STABLE(PAVED) #5 TIES AT 12" O.G, E � 556th 81 �b n SURFACE SLOPING NOT 10'-0" 6'-0" 8"m x 24' DEEP LONG. FOOTING 152nd 6tN C MORE THAN 1:48 ib'-0' "PROVIDE ONE 5I6N® 575[Pim6 EA. HANDICAPPED STALL 2'-0" gl a m SHEET: PIA �. ,4n�" 4 AGGE55I BLE PARK I N6 STALL 5 AGGE55 I DLE PARK I NCB 5 I GN 6 L I 6HT POLE RASE Ir VICINITY MAP AI NO SCALE AI SCALE: i/2" = 1'-0" AI 5GALE: 1/2" = 1'-0" NOR'fhl NOT TO SCALE 04c-2325