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Home My WebLink AboutPermit S2000-112 - RED LION HOTELRED LION HOTEL 205 STRANDER BLVD S2000-112 FREE STANDING SIGN SITE INSPECTION (PLANNING) File No. S2000-1 12 Name of Tenant: Red Lion Hotel Sign Address: 205 Strander Blvd. Date Photo Taken: 7/2/01 Comments: Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of (date) Make new site visit and taken photo by (date) ). City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Status: Type: Category: Address: Location: Parcel tt: Zoning: OWNER PLANNER CONTRACTOR PERMANENT SIGN PERMIT ISSUED P-PSIGN FREE 205 STRANDER BL SW CORNER OF SITE 537920-0241 TUC RED LION HOTEL 205 STRANDER BLVD., TUKWILA WA 98188 MINNIE DHALIWAL E S & A SIGN & AWNING 1210 OAKPATCH RD, EUGENE OR 97402 Permit No: S2000-112 Issued: 12/22/2000 Phone: 206-246-8220 Phone: 541-485-5546 *************************************************************************** Permit Description: FREESTANDING SIGN -DOUBLE FACED- EACH FACE 100 SF - "RED LION HOTEL"- FREEWAY INTERCHANGE SIGN -43 FEET HIGH Total Permit Fee: 134.00 PERMANENT SIGN: SIGN LIGHTING: INTERNAL WALL SIGN - Wall Area (Sq. Ft.): Wall Sign Size (Sq. Ft.): Face Residential Land: FREESTANDING SIGN .00 .00 - Street Frontage for Entire Lot (Ft.): Bldg Height (Ft.): 35.00 Sign Size (Sq. Ft.): 100.00 Sign Height (Ft.): 43 (In.): Setback (Ft.): 19.00 Number of Sign Faces: 2 768.00 ************************************************************************** ,a Planning Division Authorized Signature It is the responsibility of the installer to obtain the electrical permit and inspections from the State Electrical Department. The applicant or installer is required to call the Building Division at (206) 431-3670 for a final inspection. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. CITY OF TUKWILA Address: 205 STRANDER BL Suite: Tenant: Type: P-PSIGN Parcel 11: 537920-0241 Permit No: S2000-112 Status: ISSUED Applied: 12/18/2000 Issued: 12/22/2000 *************************************************************************** Permit Conditions: 1. PRIOR TO FINAL INSPECTION, THE APPLICANT SHALL SUBMIT VERIFICATION FROM A CERTIFIED ENGINEER 1N THE STATE OF WASHINGTON THAT THE EXISTING SUPPORT STRUCTURE IS STRUCTURALLY SOUND. 1 hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does riot presume to give authority to violate or cancel the provisions ofany other work or locallaws regulating construction or the performance of work. Signature: Date: Print Name: ___.._�1 11.{,,L_ +**************************************************************** CA 'Y OF TUKWILA, WA TRANSMIT h ************************ ************************* ********** ITRANSMIT Number: 89800408 Amount.: 134.00 12/18/00 10:36 Payment Method: CHECK Notation: E S & A SIGN Tnit: MC) Permit. No: S2000-112 f type: P-PS].GN PERMANENT SIGN PERM. Parcel No: 537920-0241 Site Address: 205 STRANDER BL Total Fees: 134.00 This Payment. 134:00 Total ALL Pmt:: 134.00 Balance: .00 *************************************************************** Account, Code Description Amount 000/322.100 SIGN PERMIT 1:34.00 • 0797 12/19 9710 TOTAL , 134.00 ESASIGN & AWNING COMPANY February 20, 2001 City of Tukwila Minnie Dhaliwal 6300 Southcenter Blvd. Tukwila WA 98188 Re: Red Lion Hotel 205 Strander Blvd. Dear Ms. Dhaliwal, I am writing this letter in regards to the site inspection report prepared by Robert Nebeker of Allied Engineering Support Services, Inc. Due to the safety issues with the existing sign structure, we are currently designing a new footing and pole to install the sign cabinet on. After client and city approval, we will remove the existing structure, and at the same time, install the new structure. This process should take approximately 8 weeks to complete. Due to the urgency of this project, we will do our best to expedite it. Please call if you have any questions. 1-800-285-3547. Thank you, Kelly Hale Project Coordinator RECEIVED FEB 2 2 2001 COMMUNITY DEVELOPMENT Eugene Sales & Corporate Office 1210 Oakpatch Rd. Eugene, OR 97402 (541)485-5546 Fax (541) 485-5813 Oregon Contractor's License No. 111286 Washington Contractor's License No. ESAIN 061L7 Portland Sales Office 19380 SW Mohave Court Tualatin, OR, 97062 (503) 691-8474 Fax (503) 691-8573 =eb-20-01 1O:48A ES&A •gn and Awning 5415 5813 P.O1 February 20, 2001 City of Tukwila Minnie Dhaliwal 6300 Southcenter Blvd. Tukwila WA 98188 Re: Red Lion Hotel 205 Strander Blvd. Dear Ms. Dhaliwal, I am writing this letter in regards to the site inspection report prepared by Robert Nebeker Of Allied Engineering Support Services, Inc. Due to the safety issues with the existing sign structure, we are currently designing a new footing and pole to install the sign cabinet on. After client and city approval, we will remove the existing structure, and at the same time, install the new structure. This process should take approximately 8 weeks to complete. Due to the urgency of this project, we will do our best to expedite it. Please call if you have any questions. 1-800-285-3547. Thank you, Kelly Hale Project Coordinator Eugene Sales & Corporate Office 1210 Oakpatch Rd. Eugene, OR 97402 (541)485-5546 Fax (541) 485-5813 Oregon Contractor's License No. 111286 Washington Contractor's License No. ESAIN 061 L7 Portland Sales Office 19380 SW Mohave Court Tualatin, OR, 97062 (503) 691-8474 Fax (503) 691-8573 4•• TRANSMISSION RESULT REPORT (FEB 12 '01 06:06P )•• TUKW/Il DCD/PW (AUTO) THE FOLLOWING FILE(S) ERASED FILE FILE .TYPE OPTION, 026 MEMORY TX ERRORS 1) HANG UR OR LANE FAIL 2) BUSY 3) NO A -W TEL N. 9* -2065754749 Department of Community Development 6300 Sauthcenter SI, #100 Tukwila, WA 98188 Phone: 206-431-3570 Fax 2Q6-4,31-3685 PAGE a'' RESULT 03/03 ` OK, 4) NO FACSIMILE;CONNECTION To: Fax Date: rL (2) 2.60 Phone: teG -14 6 Fir- Pages: Re: I- CA4 L ? vK- 4 _'lti V-4'2•4 •4 el e,..,:.s..• fi 13io�t., Cnrnrrea_nt El Pta_se Reuly 0 Please Recycle •.. TRANSMISSION RESULT REPORT (FEB 12 '01 06:08PM) TUKW DCD/PW THE FOLLO ING FILE(S).ERASED FILE FILE TYPE OPTION 027 MEMORY TX ERRORS 1) HANG P OR L E FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION TEL NO. 9* -15414855813 (AUTO) PAGE RESULT 03/03. OK f, Department of Community Cevelopment 6300 Southcenter BI, #140 Tukwila. WA 98188 Phone: 206-431-3670 Fax 206-431-3665 To: 4,S Fac Phone: 2414 -7 L4 3 f . 3 6 Re: From: Date: PAD (2! ?AM Pages: 2 r1 er...,aa Denly fi Dinsse Ren_ve•lo •City of Tgslovik Steven M. Mullet, Mayor Department of Com11 unify Development Steve Lancaster, Director February 12, 2001 E S & A Sign & Awning 1210 Oakpatch Road Eugene OR 97402 Re: Revocation of sign permit for Red Lion located at 205 Strander Boulevard, Tukwila, WA. File Number: S2000-112 Dear applicant: This is in reference to a sign permit for Red Lion issued on December 22, 2000. The permit was issued based on a condition that applicant shall submit verification from a certified engineer that the existing support structure is structurally sound. The structural evaluation prepared by Robert C. Nebeker, P.E., was to the City's building division today. The report states that the structure is gravely serious and corrective actions or removal should be performed immediately. Based on review of the report by the City's Building Division and pursuant to Tukwila Municipal Code (TMC) 19.12.130, the sign permit is revoked as the sign fails to meet the minimum structural and safety standards. As stated in the report, corrective actions or removal of the sign must be performed immediately. Also, attached to this letter is the memorandum from the City's Building Division. If you have any questions, feel free to call me at 206-431-3685. Sincerely, Minnie Dhaliwal Associate Planner Encl: Memo from Building Division C: Sandy Burkett, Hotel Manager (via fax) 6300 Southcenter Boulevard, Suite #100 ° Tukwila, Washington 98188 ° Phone: 206-431-3670 0 Fax: 206-431-3665 •aty of Tukwila Steven M. Mullet, Mayor Department of Communliy Development Steve Lancaster, Director February 12, 2001 E S & A Sign & Awning 1210 Oakpatch Road Eugene OR 97402 Re: Revocation of sign permit for Red Lion located at 205 Strander Boulevard, Tukwila, WA. File Number: S2000-112 Dear applicant: This is in reference to a sign permit for Red Lion Hotel issued on December 22, 2000. The permit was issued based on a condition that applicant shall submit verification from a certified engineer that the existing support structure is structurally sound. The structural evaluation prepared by Robert C. Nebeker, P.E., was submitted to the City's building division today. The report states that the structure is gravely serious and corrective actions or removal should be performed immediately. Based on review of the report by the City's Building Division and pursuant to Tukwila Municipal Code (TMC) 19.12.130, the sign permit is revoked as the sign fails to meet the minimum structural and safety standards. As stated in the report, corrective actions or removal of the sign must be performed immediately. Also, attached to this letter is the memorandum from the City's Building Division. If you have any questions, feel free to call me at 206-431-3685. Sincerely, Minnie Dhaliwal Associate Planner Encl: Memo from Building Division C: Sandy Burkett, Hotel Manager (via fax) 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206-431-3670 0 Fax: 206-431-3665 Tukwila Building Division Ken Nelsen, Plan Examiner Ext. 1677 Memo To: Minnie Dhaliwal, Planner From: Ken Nelsen, Plans Examiner Date: 02/12/01 Re: Red Lion Inn sign permit number S2000-112 Today I received a site inspection report from Allied Engineering Support Services, Inc. regarding the subject sign, copy attached. Based on my review of the report, have concluded the Building Division cannot approve the subject sign permit as proposed and request the existing sign permit be immediately revoked. Furthermore, the property owner should be advised to address the recommendations noted within the site inspection report as soon as possible. Should you need any further assistance, please let me know. Cc; D. Griffin, Building Official • Page 1 40 TRANSMISSION RESULT REPORT TUKW ilk (FEB 12 '0 05:13P (AUTO) THE FOLLOWING FILES) ERASED 1:; FILE FILE TYPE OPTION TEL NO. PAGE ' RESULT 024 MEMORY TX 9* -2065754749 08(08„ OK • ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER Department of Community Development 6300 Sauthcenter 6I, #100 Tukwila, WA 98188 Phone: 206-431-3670 Fax 206-431-3665 4) NO FACSIMILE CONNECTION From: 4./M-6-"--12-, Date: P (2 ?iW1 Phone: (2.06". LF 9)1 "" 36 S 5.-- Pages: Re: f Department of Community Development 6300 Southcenter 81, #100 Tukwila, WA 98188 Phone: 206-431-3670 Fax 206-431-3665 Fax To: Fax: sk,-ebt avi,4,Lat From: Date: g f 2, unit Phone: 2v(' ` 2)1, 36 8 SI Pages: Re: 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle i\AL ��. J k� ir L n-o's Aot-e_ ,c6,,v,gs( CAA Oso (Pe--- or, o-vur-e- o e o tt -k i—e 61A- • • SITE INSPECTION REPORT RED LION — TUKWILA 205 Strander Blvd FOR ES&A Sign & Awning and City of Tukwila Prepared by Allied Engineering Support Services, Inc. 14900 Interurban Ave. S — Seattle, WA 98168 206'-674-4523 RECEIVED CITY OF TUKWILA FEB 1 3 2001 PERMIT CENTER Customer: ES&A Sign & Awning 1210 Oakpatch Rd Eugene, OR 97402 Municipality: City of Tukwila Location: Red Lion Hotel 205 Strander Blvd Inspection Date: 2/7/01 Scope of work description: City of Tukwila Building Department is requiring site inspection and verification of structural integrity of signage and support structure. Inspection to be visual only, no structural calculations, no upgrade code requirements. General structural condition expected to be sound. Letter attesting to structural soundness is requested by municipality building department. Assumptions: Original design considerations and construction methods employed are of sufficient capacity and structural soundness to withstand typical conditions experienced. Findings: During inspection, a number of critical and non-critical deficiencies were found, both on the existing structure and the modification areas. Our findings are documented as follows on pages 2 through 6. Recommendations: It is our sincere professional belief, based on our findings concerning both the existing structure and that of the modification areas, that this structure is unsound and unsafe. If further analysis is desired, then it may be possible to have ND testing performed on the columns to verify the amount and condition of remaining structural material. Based on the NDT findings, a structural analysis might then be completed. The top flange connections also require reconstruction or repair if the existing support structure is to be retained. The structure should have public access restricted and exposed electrical wiring corrected. In summary, this structure has sustained many high wind gusts and some seismic activity, and will continue to experience such conditions. Given the results of our inspection, the integrity of this structure is gravely serious and corrective actions or removal should be performed immediately. Robert C. Nebeker, P.E. L.O.L.: Allied Engineering Support Services, Inc: assumes no liability for design or soundness of this structure. No warrantee or guarantee is implied, claimed, or granted by Allied Engineering Support Services, Inc.. Allied Engineering Support Services, Inc. will not be held liable for damages resulting from continued usage or conditions beyond our control. RECEIVED CITY OF TUKWILA FEB 1 3 200 PERMIT CENTER • 2) Exposed Electrical Wiring • We did not test the electrical circuits, however there are open circuits and wiring accessible to the public. If the circuits are "dead", it is recommended that they be removed. If the circuits are "live", they are a public hazard and potential liability and need to be brought into code compliance. It is recommended that the property owner be notified and public access restricted in some manner. RECEIVED - ITV r)F T! a: 1M1r!r -^- FEB 1 3 1_001 PERMIT CENTER • 3) Oxidation of Structural Support Columns Excessive rust formations due to earth to metal contact for extended periods of time. This is typical of both structural support members. Deep oxidation embrittles the steel and increases stress through load path reduction and stress concentrations. This condition compromises the structural integrity of the existing support structure. A more thorough analysis might be accomplished by non-destructive testing. Based on fmdings of further testing, repair of the affected areas might be possible. This is considered to be a critical defect and potentially hazardous condition, which must be addressed and corrected immediately. ' 4 RECEIVED CITY OF TIJKWI n FEB 1 ,S 2U l l PERMIT CENTER • 4) Flange Additions to Existing Structure - Workmanship • New flange plates were installed on existing wideflange columns. Evidently, the new flanges were not mounted level. It is unclear if this is due to the columns being out of plumb or if the tops of the columns were cut at an angle. The apparent field fix to correct this was the insertion of flat washers so the sign would be plumb. This was done in four locations and in each instance, the bolts do not pass through the washers. Over time, the washers can eventually work loose and fallout, allowing the sign mount to loosen and the fasteners to fatigue. Intuitively, this would appear to be a low stress point and possibly acceptable to , use washers as shims, IF the bolts were to captivate the washers. Also visible are deformations on the fastener threads, of what appear to be grip marks. Access to the bolt heads is limited and it is probable that a pipewrench (or...?) was used on the fastener threads while tightening. This method of restraint and subsequent marring of the fastener is not in itself a deficiency, however it would be difficult to properly torque the fasteners in this manner. In deference to deficiency #5, if these conditions are corrected, it is recommended that new structural grade fasteners be used with attention paid to proper torque and assembly methods. RECEIVED CITY OP T1IKNIII.A FEES 1 3 2001 PERMIT CENTER 0 5) Welding Workmanship There are several critical deficiencies evident in the following photographs which are addressed as general workmanship, not as specific AISC, AWS D1.1 or other applicable codes. First is that the weld areas were not properly prepared by grinding off the old paint and rust. These contaminate the welds and create porosity. Second is that the plate is not fully welded to the column. It is general practice that this would have a 3/16" fillet weld around the whole joint area. Not shown is the lack of weld along the flange of the column. Third is of what weld is there, is very poor. General shape is not a fillet but more reminiscent of a string of blobs. There are areas where the parent metal is undercut, weakening the metal. Many areas also lack penetration, which again'''', do not transfer loads well. Also evident are arc strikes, though these are not a critical deficiency in this instance. Reconstruction or repair is required. 0 6 RECEIVED :ITV OF TI w"" FEB 1 3 Z001 Dec -21-00 01:47P ES&A loign and Awning 12 /2../ /06 Date: To: Company: OW Or 77.)/0.,.)14,4 Total Pages: 5 Reference: 21-1' U ';'")I1CiL- 205 $ 7724101)e...2_ Account representative: 541685 5813 have i nott4d... -14u2- Cof-cYnaii-ic& joic vegps-t-ed,'. Copj of ccied:rz azys Cic.alsge—oedalek 2. G3ej stc%* a,o/te/ictoozzii-pk- 3. Sclii !cc /f_eacxs, Rictit cadit ;f hq/aefbov)5. P 1 SIGN 8 AWNING CO. WWI* / Oisigi / Mukalla' • Kelly Hale Project Coordinator • • • • PHONE: 541-485-5546 FAX: 541-485-5813 • 1210 OAKPATCH RD., EUGENE, OR C, 402 • Dec -21-00 48P ES&AlOgn. and Awning S 16N(11 Le6Art1aN Bs' 54185 5813 P.04 S7t2,44.J DEc. c Lvt• Rf-1) LloN tO r L 5CAcu. Dec -21-00 01 :47P ES&A '`';gn and Awnin 541 85 5813 Ul✓PAK FMENT OF�LABOR AND) �JSTRIFS 1,625-052.otai (J971 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ..104/01201 f41:/06/200O E.: S>.& A SIGN .:.& AWNING- 1210 WNING-1210 OAKPATCH RD EUGENE OR 97402 P.02 Detach And Display Certificate — — — REGISTERED AS PROVIDED BY LAW Aq CONST CONT GENERAL REGIST..# EXP. DATE CCO1 ESASIA*000QF 06/2,0/2001 EFFECTIVE. DATE 11/06/2000 E S &;A• SIGN& AWNING.' 1210 OAKPATCH RD EUGENE OR 97402 Signature Issued by DEPARTMENT OF LAI3OR ANI) INDUSTRIES • • 11I_ •.tli. (110 00>!1 Please Remove And Sign Identification .Card Before Placing In 13illtc)Ici 12-6" 100 SQ. FT, 106 jZ SIGN OPTION #A-1= MANUFACTURE & INSTALL ONE NEW D/F INTERNALLY ILLUMINATED SIGN CABINET TO REPLACE THE EXISTING CABINET. CABINET= APPROX. 13" TO 18" DEPTH ALUMINUM FABRICATED WITH 800 MA FLUORESCENT LAMPS ( PAINT CABINET GOBI BEIGE ) FACES= #945 WHITE PANAFLEX WITH 1st SURFACE #230-149 LIGHT BEIGE TRANSLUCENT VINYL OVERLAY WITH THE LETTERS & LOGO WEEDED OUT TO WHITE WITH #230-73 DARK RED TRANSLUCENT VINYL OVERLAY. SIGN OPTION #A-1 REMOVE CAI31tiET - tNSTArLJ_ N CABINET 61.710 EXf STuNl b 5Tl2 OCTO P E Please see your representative for actual color and material samples. Presentation for: RED LION HOTEL, 205 STRANDER BLVD SEATTLE, WA Drawing Number: 550-00 Work Order Number: Date of original drawing: 11/29/00 Sales: BUZZ B. Design: RL Revisions: CLIENT . APPROVAL - Please initial & date Colors: — — Spelling: Graphics: Please Date: 'ti Landlord Approval: Date Sales Approval: Date: This design presentation is The properly of ES&A Sign and Awning Co. All rights to its use,altering,or reproduction are prohibited without written permission. Corporate office: 1210 Oakpatch Rd. Eugene, Oregon 97405 ph. 541-485-5546 fax. 541-485-5813 SIGN & AWNINI.; t:0. Consulting / Oesln =;r.; ration fi K EX) 5T1 I3' x I(o'' 2 " CA61NtT 10 G1; RE)--tov£ D 12 /6, „ �I r s- 1 Io" EXISTIN(_, E--- i- REAMS 7 �-- 8 /9 -� 1 � ,r `13" 0 RED uoN HOTEL, (For?h ly 1)OvRLE_TI EE) 205 S?1KAt)DEQ. RLVb. , Svc -roc , wA S PLE Vico " _ I 1-0" • • 'C[M8 ?r3Qcyvz/L5 502 -13,0-1 cion ciaa 1-1)733-2 n fri X,,9I Ol, Q3QYgM h-7-1nd 31-vid 73315 „ 8/5 x„ 0)1 x„ Zi SLloa ,, �,, 8/5 c1,--) 1-11J01 7l3)-)39OL canOcj s J-V1d 3d (4 „1,- OL Q3Q1-M �LYt d "1a1 S ,, 9/5 x„ 0)1 2 d Id Ob •<11-49S > .. e ie .i "€PrtdrAi L awe