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HomeMy WebLinkAbout16831 SMOKEY POINT BLVD_035405_2026 y � INSPECTION REPORT ii ?'OPermit No.: 0 3 sYos Lot Address:Contractor: w v � LK,S0 Owner: ".04, SSV ",V�C' Date: 3 - /b T- ati PPROVAL El PARTIAL APPROVAL ❑ V OLATION ❑ 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: PE OF INSOECTION 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: -S14 AJ pow '^rqP,-"ejl �z ry PK INSPECTION REPORT 4y1N G TO Permit No.: 03 5 y D 5 Lot#: Q' Address: 1 &8 3 1 5 M k.4 P — 6t-V�� Contractor: w v 9--t c k_ Owner: 9`r�ING Date: 3-1 2-ate, ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED 4 --e'orrections 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. .co Inspector: Date: YPE OF IN PECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation 5f Foundation S j�tJ ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: INSPECTION REPORT ?'OPermit No.: G3—.S`YOTLot#:Address:Contractor:Owner: I;;� Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION WCORRECTION REQUESTED 26 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. fe yr V C ci / or ✓r-/N 5-e Ach Inspector: Date: 49� 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 0 Other: 1^� INSPECTION REPORT 1115S ¢1�IN G?'O Permit No.: 0305 Lot #: Q' ~' Address: I&e,3 ,591161 4 Contractor: ye'e S/mil Owner: Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION UYCORRECTION 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. C' G 42 Inspector: Date: -' TY E OF INSPE TION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in If— A Final jl6/L' ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: C I T-Y C3 F= A FR L. I P4 C3`T U P4 CUTAE3T F2UCT- I "114 P'E F7M I -T PEFtM I T 114C7 _ _ 9D3-54Iziti Owner: CHRISTIAN KAR 12310 HWY 99 S SUITE 222 EVERETT 98204 Value of Work: $2, 600. 00 Tay: ID: 283105--2-007--005 Phone: 425 355 1874 Describe Work: SIGNS Proposed Use: ESPRESSO CONNECTION Legal Description: Job Address: 15831 SMOKEY POINT BLVD Contractor's Name Type Address LlcenSeef OWN TOTALS Fee , �- Permit Fee $39. 00 State fee $4. 50 SIGMA i i1IE TOTAL FEE. . . . . . . . . . . . . . . . . $43. 50 I HERE' E " iTFY THAT I nLREA AND E:'.'r11, I, 1 THIS APPLICA rION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 KNOW SAME TO BE TRUE AND COR- RECTOF WS AND TOTAL DUE. . . . . . . . . . . . . . . . . $43. 50 ORDN �N ESRpVVERNI. .i TH a' TYPE OF WOK WI L BG D TH WHETHER SP[• , 1-' ED 4L ' ..I d C F N DATE RECEIPT Chopelas & Associates, Inc. En ineerin &Design Services 361 168`�' S. NE, Suite#5 Arlington, WA 98223 (360) 653-4615; FAX: (360) 651-2085 March 11, 2004 RECEIVED Burlington Neon & Sign systems 12 2004 512 E.Victoria Avenue MAR Berlington, WA 98233 OOA BUILDING DEPT Subject: Foundation alterations to the Espresso Connection sign at 16831 Smokey Point Blvd. Arlington. The foundation installation on the subject project may omit the reinforcing steel and use 5 x5 x 3/16"square steel tube for the sign posts. There is more than adequate strength in the 5 inch sign posts and as long as there is a minimum of 6 inch clearance from the bottom soil to the steel tube, and the footings are at least 18 inch diameter and 4'-0"deep,the footing is acceptable. A larger diameter and a deeper footing is also acceptable but unnecessary. If you have any questions or if you are in need of further assistance please feel free to call. �.was��i0 o� r�,yc �-ter =" o lllry W. •x IL , Cn 27974 TONAL E)GHRES 12-14 Peter Chopelas PE Column[AISC 9th Ed ASD)Ver:5.02 By: Peter A. Chopelas,Chopelas&Associates, Inc.on:03-11-2004:6:37:25 PM Protect: ESPRESSO-Location: Sign posts Summary: 5 X 5 X 3/16 TS-ASTM A500 x 12.0 FT Section Adequate By:82.9% Vertical Reactions: Live: Vert-LL-Rxn= 0 LB Dead: Vert-DL-Rxn= 1094 LB Total: Vert-TL-Rxn= 1094 LB Horizontal Reactions: Total Reaction at Top of Column: TL-Rxn-Top= 219 LB Total Reaction at Bottom of Column: TL-Rxn-Bottom= 219 LB Horizontal Deflection: Deflection due to lateral loads only: Defl= 0.07 IN Axial Loads: Live Loads: PL= 0 LB Dead Loads: PD= 950 LB Column Self Weight: CSW= 144 LB Total Loads: PT= 1094 LB Eccentricitv(X-X Axis): ex= 1.00 IN Eccentricity(Y-Y Axis): ev= 1.00 IN Lateral Loads: (Non Wind/Seismic) Loads applied to: (Dy Face) Uniform Lateral Load: wL-lat= 0 PLF Point Load 1: P1-lat= 438 LB Location from Top of Column: P1-loc= 6.0 FT Column Data: Length: L= 12.0 FT Maximum Unbraced Length (X-X Axis): Lx= 12.0 FT Maximum Unbraced Length(Y-Y Axis): Lv= 12.0 FT Column End Condition: K= 2.1 Column Bending Coefficient: Cm= 1.0 Properties for:5 X 5 X 3/16 TS/A500 Steel Yield Strength: Fv= 46 KSI Modulus of Elasticity: E= 29000 KSI Column Section: (X-X Axis): dx= 5.00 IN Column Section: (Y-Y Axis): dy= 5.00 IN Column Wall Thickness: t= 0.188 IN Area: A= 3.52 IN2 Moment of Inertia(X-X Axis): Ix= 13.40 IN4 Moment of Inertia(Y-Y Axis): Iv= 13.40 IN4 Section Modulus(X-X Axis): Sx= 5.36 IN3 Section Modulus(Y-Y Axis): Sv= 5.36 IN3 Radius of Gyration (X-X Axis): rx= 1.95 IN Radius of Gyration(Y-Y Axis): ry= 1.95 IN Column Compression Calculations: KUr Ratio(X-X Axis): KLx/rx= 155.1 KUr Ratio(Y-Y Axis): KLy/ry= 155.1 Controlling Direction for Compression Calculations: (Y-Y Axis) Column Slenderness Ratio: Cc= 111.6 Allowable Compressive Stress: Fa= 6209 PSI Compressive Stress: fa= 311 PSI Column Bending Calculations: Controlling Load Case:Axial Dead Load and Lateral Loads(D+Lateral) Eccentricity Moment(X-X Axis): Mx-ex= 1094 IN-LB Eccentricity Moment(Y-Y Axis): My-ev= 1094 IN-LB Lateral Load Moment(X-X Axis): Mx-Lat= 15768 IN-LB Bending Stress (X-X Axis): fbx= 3146 PSI Bending Stress(Y-Y Axis): fbv= 204 PSI Flange Buckling Ratio: FBR= 26.67 Allowable Flange Buckling Ratio: AFBR= 28.01 Allowable Bending Stress: Fbx=Fby= 28 KSI Combined Stress Calculations: Euler's Stress(X-X Axis): Fex'= 6209 PSI Euler's Stress(Y-Y Axis): Fey'= 6209 PSI Using AISC Formula H1-1: CSF(1)= 0.18 Using AISC Formula 1-11-2: CSF(2)= 0.13 Using AISC Formula H1-3: CSF(3)= 0.17 Controlling Combined Stress Factor: CSF(3)Controls RECEIVED APR 01 2003 FROM :CITY OF ARLINGTON FAX NO. :360,1353906 Jan. 31 2003 04:36PM P2 Please submit: 2 copies of drawings 2.2 eopioc of installation directionsCITY OF ARLINGTON City of Arlington Sign Permit Application PERMIT NO. OWNCR MAIL ADDRESS =11Y 210, PHONE ress- / ` / u {� =,.,.7 .s 1.�.�J t7 o'j�' !i`�''� �? Ui %% ` IZ t'.G j 1'�i.'�I-I �p/—, A, ' L S' ARCHITECT OR U..SIGNER MAIL ADUR[SS 1 CITY 11P PHONE 'ENE AL CUMCTOA MAIL ADDRESS CITY ZIP PFi N LIC NSE MECIIANILALCUNTRACTOR MAILAUUKLSS CITY ZIP PHONE LICENSE PLUMBING CONTRACTOR MAIL ADDRESS CITY 21P PHONE LICENSE CLASS OF WORK [M N1.W Q AUDITION ©ALTERATION ❑REPAIR ❑OEMULITION Q BUILDING RE40CATION VALUATION OF WORK s / 00 UE}LKI F.WORK Fye& a� I• jNttl( S h ►RUPO..0 O USL OF BUILDING r I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- lODr Dove 11'?YI.1 !-,P'1r�=W�yC _ TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LAL LlERTIPI FUN UI PROPEK Y S ('� N J tLUW K AT IALH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK 1-01—BLOCK • Or 'J` WILL BE COMPLIED WITH WHETHER SPECIFIED HFRIN OR NOT,THE GRANTING Or•A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO 29 i1G'y � 00 1o6),-_ 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. 168 AI)URI 5S d / SIGNATVREQFCONTRAL7OKORAUTHOIUTEDAGENT DATE `AS -7-3 X Application is hereby made for permission to N Erect []Alter[] Repair[] Projecting [] Temporary [] Ground [] Roof[4 Wall [] Other, described as follows: � ,��`. sf�,,.,�,�,4 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: [ Illuminated [] Non-illuminated [] Plain wood Electric Size: Wgt. Ibs Length Width Face_ sq. ft. Face area: sq. ft. Sign is 2-faced: Width Face__ sq. ft. Distant from property line: North South Lower edge will be 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: ci 0vv� (- Frame: 5t-ee Wording of sign t%'1 1!r ,•!r✓.viiPhCf /�zi G/C%, / '�lyy.Cx�:r:''4 C\ N�7 �� • City of Arlington Building Department REQUEST FOR REVIEW FORM PROJECT NAME: Jr Ye 5d G PROJECT ADDRESS: 1 5 m Le BP #: �22 3 - 55qo,s PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: RETURN THIS FORM BY: TYPE OF PROPOSAL: �J7 nn PROJECT SUMMARY: l'� V(C�Z r4 n GL Vy- RESPONDING DEPARTMENTS: TOM C., FIRE JIM T., GALE & GALE r !TERRY C., KAREN L., UTILITIES PLANNING DEPARTMENT SHARREE L., GENERAL SERVICES GREGG E., ENGINEERING 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. rJ MORE TIME REQUESTED, WILL SUBMIT ON PCOMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING¢-�G J COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO rJ NO COM ENTS FOR THIS REVIEW, TO ISSUE PERMI�� � _ I � K W REv I&jc- BY Do3ATE :5 7 a3 FROM :CITY OF ARLINGTON FAX NO. :3604353906 Jan. 31 2003 04:36PM P2 Please submit: 2 copies of drawings &2 eopioc of inctallntion directions Kt,t.itivcu City of Arlington Sign Permit Application APR 12003 CIT] WkQWfTON OWNER MAIL AODRLSS C11Y ZIP PH(Nlf C r:y-c SSA _)/r r.t 1 C-1Z t� ' /_CAI ARCHITECT OR DESIGNER MAIL ADORES$ / CITY LM PHONE ENE AL LONTRX"CTM MAIL ADDRESS CITY LIP PH N Ll NS MELHANILALGUNTRACTOR MAILAUUKESS CITY ZIP PHONE LI'ENSEIT PLUMBING CONTRACTOR MAIL ADDRESS CITY LIP PHONE L CENSE/ CLASS OF WORK [MN1.W [IADDITION ©ALTERATION QREPAIR ❑DEMOLITICIN QBUILDIN6RELOCATION VALLVAATTION OF WORK s ,✓�lJa �SY,ns �a�rP�+q �13�� tmy(.KI L RK r v1 G} 4►n �l�ll(( S PKUVOSt O 0C OF BUILDING I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPOCA- Dove, sec TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LL4AL UkS('RIPI IUN OI PRUPEK r,s K AT IACM FOUR COPIES) SIGNS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI-BLOCK . OF !W/_I(�(�'f WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO 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. 108 AI)DRI SS SIGNATURE OF CONTRACTOR OR AUTHORIZEDACENI' DATE ri X Application is hereby made for permission to N Erect []Alter [I Repair [ rojecting [ Temporary [] Ground [] Roof[4 Wall [] Other, described as follows: ,fit 4,�,,. 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 sigh will City Ordinances and State Law. Sign will be: Illuminated [] Non-illuminated [] Plain wood [5j Electric Size: Wgt. lbs Length Width Face_ sq. ft. Face area: sq. ft. Sign is 2-faced: Width Dace__ sq. ft, Distant from property line: North South Lower edge will be-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. k Of what material will the sign be constructed? Face: zdu'rn I Frame: 5$-ee I Wording of sign IGTX 283105-2-007-0005 99 00 COOKSON ROBERT B 8 BETTY J 579056796 3930 SWENSON #1009 NOTES - T 91.000 L910333 LAS VEGAS NV 89119 00 1356 T IMP .39 153,000 UNMP TBR BLDG SFFP DIKE 9306 DRN .39 TOT .39 153,000 RT-88) S100 FT OF N 200 FT OF U 12 .AC OF 8 528 FT OF N 1056 FT OF NY.1/4 ADDITIONAL ROLL YEARS ON FILE LESS CO RD & LESS ADD'L TO SNO CO PER SLD REC AF 9101150441 �e . . . . . ;�. ♦ §/ mil . , , . • . 1 . . . [\`\ I • . • . • a- • • . I 'ice• C\� 22 o� o c�( e•: in V1 't; U �S to r-------------------------- ( � ( O° / -- g �-- z 'Pn I g 'f� �►�►�Qw+S �v a 9ZLS vzv 09£ S-L03-LIH3HV I1131'dV3 dSZ=ZO 00-CI-ApW un T-1 T. • Yl • Er IM z m>0 > G) M In Cl) 'a M zj MCI �fc < C)Lm 0 k�A JD Fj VAs Ieve4, e 0 12310 Hwy 99 S.Suite 222 Everett,WA 98204 2x;o 4,i 1,J 5 Ile ho '77"' "0A Office:(206)355-1874 Toll Free:(800)711-6548 Fax:(206R1AJ421 rn rn 4S. Cn it ; � I I o I� Ii ► l O Noz70 r ; o0 Dorn orn,;uc= zz cnrnDU c� cn o A x � rn y • Fla�'aarl • T«m51 uc�`l�' CIPW Clew 04k Vln�(I�� vs ,Ar r o Ml; -why l-ucwv� 6tce� •��i I T W �ww�tc-(M T� I mnk` �• S 516P� 4, V� Sfand�c✓cl S, If tole co%fi✓ Sign Cahir,�c�S Co��sf ruck 41 rnG I Skiff- � \/� d • I � U !I I �' V � I i 1 - v. qU JI . L 1 i4• 3V,ow 1 top b6.to Tk — 1,6?a :. emu-- T-: L � '-r�9 • �Z ��1 � s 03/14/2000 14:03 403---0568 PAGE 77 (4) Roof sic;u are allowed as prDvided n Sew 5 801 Cxe adooted n Sec ion 16.04.020 of Arf' S_303 of the unifom Sign signs srad exceed liven rzpn s Municipal Lace;oravided fat no rcof The gas of other s' H )��met n area,tor be more rian rave (S)feet in heignt- rgns anal►he as etttennise Rromed in Subset ion Tb.of this Ser^cn. d. fumrncion. lAuminaton of signs is Permitbed but in a =rdance with the res>ri gy set forth for glumination. ctions hemine,.ter 8. High"y Commercial Es-*b 1shmarts a. Au40mob1ile service stations,new end used car which lots., rarden shcps,and Other suet business 4 hale,ray defined as outdoac ns son 4 or h y-oriented enter�nses m be perrniited .R+ e btishrrertt,ore(1)identity sign n�over a level and ocaldctyvrcunbed,roof ` (wi t higt above ground tD a S TC'et property line than es cr S y�-tt�Ot.7lted.with no Pan or amjec ion Gcser at no way block the Aslbii' of a pr eet. g raf 2s may be requx*d by tt pis tte.and wnuri car, �Y pproaching fork. b• The tots!area of a pole mambed sgn shop be one ht u,dred no one side having a surface area greatar than lifty(eet)square feeC+�+inl savertry�ve(737 squareM feet. C. In-dertdl signs 71diC3(tng services,ProclttC:s uirg produ advertisin Pn�t, trade nfcrmaticxt,or attter informant,not 9 may be anaC�ed to the st LtJm or may be listed cn one Aennanently 41sttelled sign strluazde at least ive(S)feet from arty PmPeny line. d, No products or product containers or*rI5 shall be located sn as to abstrud the vision of aWmG Ing tt S--to an rote mer , e- The total sign+area of aA signs on site,shad not axcesed six hundred(600)square fleet g. Temporuysig., a The t6llOYmg.signs shall be pemtitted Wywhere wit the C-y and shah not:mqutre a permit (e) CansrjcdcnOr which identify the , des, Curs, and other irtvcl Wl With "0 C;XS3tItrC~,pn. This sh211 not adve<tisernent of any product, and sic M artmt,p=g the CS18� of dbuddinir q cIr e MzPm are iicm e.bxr3dir�g isrwr"4 drxr,g the� on�d- a ii be sttad be oxtfined to me sdt a the ney-two(Z2)� e few� �farm m-'he signs �xlsQuc M and shad be r�n"e,d�,Mn fourteen(14) �of the beginning of the etpnded use of the pr>a� (Z) C n site rezi estate eigrz adv '>�"r.:rn s¢e shop be a �9 the sales, �' or lease of the premises. The Taoved W'f z r en(,d t>� area of UWVe (12) square fear, Such siyru shall bo ays of the sale.rerM or lease; lwl P05cal �arinOxar. '�'Q the cam seeiartg 1�and other data 39-0 shag be c7fted within Xnvata o opeAIO(a) �for east oterrises.rnese the electan for wrn� of th '�'and rtfTlaved within seven M days after eY tiverB rttede; (4) Sb eat banners adverUng a pubk event,as sp65c;*y weed t, City C"C L knihtd to a dL r t of fotubeen(14)bays befDre and seven M days after the evenq G'n 0/,gnygYon WVgb Q*'V*OrftWt C d, Ow:rnDw B. 1998 IX•67 RECEIVED- IGTX 283105-2-007-0005 99 00 COOKSON ROBERT B 8 BETTY J 579056-96 QPR U 9 2 003 •3930 SWENSON #1009 1 NOTES - T MO L910M LAS VEGAS Nv 89119 CITY OF ARLINGTON 00 1356 T IMP .39 153,000 - UNMP TBR BLDG SFFP DIKE 9306 DRN .39 TOT .39 153,000 RT-86) S100 FT OF W 200 FT OF W 12 AC OF S 528 FT OF N 1056 FT OF NW1/4 ADDITIONAL ROLL YEARS ON FILE LESS CO RD & LESS ADD'L TO SNO CO PER SWD REC AF 9101150441