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HomeMy WebLinkAboutPermit S07-045 - TRAVELODGETRAVELODGE 14845 TIB S07-045 City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us PERMANENT SIGN PERMIT Parcel No.: 0041000335 Permit Number: S07-045 Address: 14845 TUKWILA INTERNATIONAL BL TUKW Issue Date: 08/01/2007 Suite No: Permit Expires On: 01/28/2008 Business: Name: TRAVELODGE Address: Phone: Property Owner: Name: OCM ESCROW ADMINISTRATION Phone: Address: 1717 MAIN ST 8TH FL MAILROOM E Contact Person: Name: DON NICHOLAS Phone: 800-925-6011 Address: CULBERSTON SIGN Contractor: Name: CULBERTSON SIGN Phone: Address: 5209 122ND ST E DESCRIPTION OF WORK: Travelodge Sign—one freestanding sign. SM Fees Collected: $120.00 PERMANENT SIGN: Zoning: RC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Street Frontage for Entire Lot: 235 Building Height (feet): 30 Sign Size (sq. feet): 49 Sign Height (feet and inches): 13 ' 0 " Setback (feet): 13 Number of Sign Faces: 2 Freestanding Sign #2 0 0 0 0' 0" 0 0 Planning Division Authorized Signature: Date: I hereby certify that I have read and examined t 's permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. 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. doc: SIGN -PERM S07-045 Printed: 08-01-2007 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: ci.tukwila.wa.us Steve Lancaster, Director /PERMIT CONDITIONS Parcel No.: 0041000335 Permit Number: S07-045 Address: 14845 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 07/17/2007 Tenant: CULBERTSON SIGN SERVICE LLC Issue Date: 1: PRIOR TO FINAL APPROVAL THE APPLICANT SHALL STAKE THE LOCATION OF THE PROPERTY LINES. **continued on next page** doc: Conditions S07-045 Printed: 08-01-2007 • SITE INSPECTION (PLANNING) File No. S07-045 Name of Tenant: Travellodge Sign Address: 14845 TIB Date Photo Taken: October 5, 2007 Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of 8/10/2007 Make new site visit and take photo by 02/10/2008 Comments: Inspected 10/5/07 and final approval granted. Brandon Miles do„ 4' ?{4ctil kiv1e; 45.1fillat F‘nt-1 c‘peb(3v4, .E• r 46..4 00 RECEIVED 'JUL 1 7 2007' COMMUNiTY DEVELOPMENT PltAlnk)A0ouvidi .aliMmtaISEM121G11111111111, • Travel. Lodge Revised 07-11-07 The Artwork shown is the property of Culbertson Signs Ltd. It is requested that this and all prints generated for presentation remain within our clients organization and not be given out for general distribution without a design deposit. Scale: 1/2". 1' 0" - Option #1 - One new double face internally illuminated freestanding sign with an Electronic Message Center on new footing and base. 1°-6 11/2°' • Internally illuminated immimmew sign cabinet painted Black. .150 Flat Lexan sign face with vinyl graphics. • Fabricated Aluminum collar with a single tube of Horizon Blue neon accent. Paint Cabinet Black Translucent White Lexan. Paint Collar and Pole cover Pantone Cool Grey #9 3M #3630-157 Sultan Blue CUIBERTSON1 Culbertson Signs 5209 122nd St. East, Tacoma WA 98446 Customer: Travel Lodge Address: 14845 International Blvd. SeaTac WA Approved: Sales Representative: Michael Tilton RECEIVED JUL 1 7 2001 comiviuNiTy DEVELOPMENT A -I r-, ',.'45;11=.=""arfAV"IrrArT7T.PF!,77, , • • nK-jo®FR nigil'agcgrftingo igual CONSULTING ENGINEERS/CIVIL. AND STRUCTURAL RECEIVED tJUL' 17 2007i STRUCTURAL DESIGN CALCULATIONS OF TRAVELODGE SIGN FOUNDATION 14845 International Boulevard Tukwila, WA 98168 FOR CULBERTSON SIGNS. 5209122"d Street East Tacoma, WA 98446 REI Job No. 07074 July 2007 DEVELOPMENT 1519 West Valley Highway North/Suite 101 Post Office Box Sc836/Auburn, WA 98071 253-833-7776 Fax 253-939.2168 cl a 41 PI 44 cf) °p4��w • • RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: TRAVELODGE SIGN FOUNDATION 14845 International Boulevard, Tukwila, WA 98188 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: V = 85 MPH ASCE 7-05 FIGURE 6-1 Exposure Category: C ASCE 7-05 Section 6.5.6.3 Wind Importance Factor: IW = 0.87 ASCE 7-05 TABLE 6-1 Total Height of Sign: 20.04 FT Nominal Height of Atmospheric Boundary layer: z9 = 900 FT ASCE 7-05 TABLE 6-2 Power Law Exponent: a = 9.5 ASCE 7-05 TABLE 6-2 Exposure Constant z,,,,, = 15 FT ASCE 7-05 TABLE 6-2 Turbulence Factor: c = 0.2 ASCE 7-05 TABLE 6-2 Integral Length Scale Factor: 8= 500 FT ASCE 7-05 TABLE 6-2 Integral Length Scale Exponent: Ee„e = 0.20 ASCE 7-05 TABLE 6-2 Mean Hourly Wind Exponent: ae„e = 0.15 ASCE 7-05 TABLE 6-2 Mean Hourly Wind Factor. be„e = 0.65 ASCE 7-02 TABLE 6-2 Period Coefficient: Ct = 0.02 ASCE 7-05 Table 12.8-2 Period Coefficient: x = 0.75 ASCE 7-05 Table 12.8-2 Approximate Fundamental Period: Te = 0.19 SEC ASCE 7-05 Eqn. 12.8-7 DESIGN LOADS: Top Sign: Height: 4.04 FT Width: 14.00 FT Point of Wind Load Application: 18.02 FT Sign Area: Aftop = 56.6 FT2 Velocity Pressure: qh = 0.00256KhKzKjV21„, Exposure Coefficient: Kit = 0.90 KA= 1.0 Kd = 0.85 qh = 12.3 LB/FT2 Gust Factor. G = 0.925(1+1.7g0IzQ)/(1+1.7g„Iz) Intensity of Turbulence: IZ = 0.228 go = 3.40 g= 3.40 Equivalent height of structure: zave = 15.0 Background Response: Q = 0.942 Lz eve = 427.1 Rigid Gust Factor. G = 0.894 Clearance Ratio: Heighteo/Heighttetei= 0.202 Aspect Ratio: Widthe/Heightw„= 3.464 Net Force Coefficient: Cf = 1.8 Design Wind Force: F = ghGCfAf = 1124.0 LB Overturning Moment 20256 LB -FT ASCE 7-05 TABLE 6-3, NOTE 2 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 ASCE 7-05 TABLE 6-4 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 Job No. 07074 7/3/2007 • RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 Bottom Sign: Height: 1 FT Width: 0.00 FT Point of Wind Load Application: 0 FT Height of Top of Sign Above Grade: 1 FT Af bottom = 0 FT` Velocity Pressure: qh = 0.00256KhKAV2IW Exposure Coefficient: Kh = 0.849 ASCE 7-05 TABLE 6-3, NOTE 2 Kr = 1 ASCE 7-05 SECTION 6.5.7.2 & FIGURE 6-4 Kd = 0.85 ASCE 7-05 TABLE 6-4 qh = 11.6 LB/FT` Gust Factor. G = 0.925(1+1.7goIZQ)/(1+1.7g„Iz) Intensity of Turbulence: Iz = go = = 0.228 3.40 3.40 Equivalent height of structure: zee = 15 Background Response: Q = 0.996 Lz a„a = 427.1 Rigid Gust Factor. G = 0.923 Clearance Ratio: Height „/Height,,= 0.000 Aspect Ratio: Widthhig,/Height „= 0.000 Net Force Coefficient: Cr = 1.2 Design Wind Force: F = ghGCfAf = 0_0 LB Overturning Moment: 0 LB -FT ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 Columns: Number of Columns 1 Column Type (TS or Pipe): Pipe Section Size: 10" Column/Cladding Width: 24.0 IN Horizontal Projection: 24.0 IN Centroid of Column: 8 FT Height of Column Above Grade: 16 FT. Total of Column Areas: 32.0 FT2 I: I = 151 IN° Modulus of Elasticity: E = 29000 KSI Stiffness: k = 1631.90 K*IN2/FT3 Velocity Pressure: qh = 0.00256KhKziKdV21„, Exposure Coefficient Kb = 0.860 ASCE 7-05 TABLE 6-3, NOTE 2 Ka = 1 ASCE 7-05 FIGURE 6-4 Kd = 0.85 ASCE 7-05 TABLE 6-4 qh = 11.8 LB/FT2 Gust Factor. G = 0.925(1+1.7galzQ)/(1+1.7g„Iz) Intensity of Turbulence: Iz = g0. g„ _ 0.228 3.40 3.40 Equivalent height of structure: Z,6 = 15 Background Response: Q = 0.955 Lz 8Y0 = 427.1 Rigid Gust Factor. G = 0.901 Clearance Ratio: Height /Height ,= 1.000 Aspect Ratio: Widths„/Height„ = 1.500 Net Force Coefficient: Cr = 1.43 Design Wind Force: F = ghGC¢1r = 483.6 LB Overtuming Moment 4256 LB -FT TOTAL OVERTURNING MOMENT: TOTAL WIND FORCE: HEIGHT OF RESULTANT FORCE: 24512 LB -FT 1608 LB 15.25 FT ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Section 6.5.8.1 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 ASCE 7-05 Figure 6-20 Job No. 07074 7/3/2007 • ! RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 STEEL COLUMN DESIGN: AISC Section: ASTI(I A 500, Grade B Second Moment of Area Fb = 0.66*FY*4/3 = M(base) Deflection at Top Deflection Ratio = Height/ Torsion Design: Applied Torque = Outside Diameter = Torsion Constant = Maximum Shear Stress = Fy = I= S= Fb fb = 5= 38 KSI 151 IN4 28.1 IN3 31.68 KSI 24512 LB -FT, each column 10.47 KSI < 31.68 KSI OK 0.97 IN 248 > 150 OK T = 3609 LB -FT reumd8 = 3.68 IN J = 302 IN4 Amax = 0.53 KSI ASCE 7-02, Figure 6-20, Note 3, Case B 31.68 KSI OK FOUNDATION DESIGN: Lateral Bearing Pressure: 100 PSF/FT IBC TABLE 1804.2 Constrained Depth of Footing: Combined Footing? Yes or No? CONSTRAINED: d2 = 4.25(M9/(S3b)] Combined Footing? No Shape of Footing: Square Length: 4.00 FT Long Dimension Parallel with Sign Width: 4.00 FT b = 5.66 FT Allowable Lateral Pressure: Si = 262.6 PSF S3 = 787.7 PSF A = 2.34*F/(S,*b) = A = 2.53 Nonconstrained Depth of (.. �]- "1'..d = 7.88 FT [ J\ Job No. 07074 7/3/2007 T. 23 N. R. 4E. W.M. N F- =1 21 6 0 ilO 7 ECL W N \z 1=t El _a_ b_aJ co 1900 20+00 TU MLA INTERNATIONAL BLVD. FO J9 TP. 0/) R ,0-00 -Q 0 O ® ® OO N 20' 07 07 E LIJ O 10 - P O .tee- =9�.. . f 350 6 340 330 358 340 0 PAVE TO CURB MATCH LINE ST I�KOE1SlmGG PROPROPLE 301 GRADE PROFII E STA 18198 ST%1BH2 (23.501 LT (fP RW 341.38 r. I.C. 3!8.30 (x) 12: I.F. 118.]6 (8) ( 165 1E 12. Sp. P0£ 5A -0.0036 FT/FT 1 .31124477(35117 U 2- STORM 41 (133377. 0 S• -0.0198 F /Fi 12.. E. IN 61 i(145S) Ir 1E. 134..1,(w) L 12 O.4 FT/FT ICTRIA P9( - I1 Lf A 20057 i23.5011) 1 -- s14-:E3U2.430sn1 -� -O.OAn y SDB i3 2 I J 4D (Nh5) 1 'ROF(LE sc.. M AERT: 1' 340 350 RIM T339B9 I Ir I.E. 336.T2(Nh5) 136. 1F. 336.62 (6) 5TA}IQ�2440 (34. L1) .-536137- 1 RW 8!6.18 1 1r 11.332.71 (NOS) 12- LE.• 332.81 6T 1 RR p2 NOTE: ISTORM DRAIN STRUCTURES ARE DIMCNSIONED TO CENTER OFrlaN 1 ISIRUIU CRE ._-I -_ I .._1-.'ARl :_t-:- 10' ..... 340 I I I rzo9DgD 4# PROFXE uE z. F%IS NG CL PR61lE CR Lf 12• SWAM R S--0.0066 FT/FT PROFILE RT.ER E 5749230 (36.50181) RM 34091 Ir IE !37.79 (N4S) 37 0 12- 570600 PIPE S--0.0141 s.4•44 0.0 STORM RPE ❑ �N lea, FT/TT �y91 TAPE 5077) J39. Ta (365PRp: CB RW 340.64 .72. I.E. 336,42 (NITS) . 1r I.E. 337.27 (NRS) s•. IF T2 Fr/STTrONM -00157 I. 0.65) Rlu 335 TT 320 - LY LE_ i3zos (9.5) 320 342.29 011.11 342.04 341.90 341.76 541.50 341.23 340.92 !40.61 340.18 3]9.)6 ]39.32 3!8.89 356 31 357.73 337.21 378.69 336.09 !1549 1p90 or 40796 L1. 342.16 342.06 347.96 .341.76 347.56 341.36 341.16 340.81 340. 6 34006 339.66 339.16 33866 33816 337.66 337.06 336.46 135.91 33536 EENIER (INC 34215 341.98 341.82 141.66 341.51 341.26 341.01 340.66 340.37 339.98 339.65 339.16 338.66 33609 337.52 336.92 3.36.33 335.72 33512 TOP OF 1168 RT. 19+00 20+00 21+00 22+00 23+00 B! .-ooa4o Fr/Fr Ir Mfr RPE y R !37.10 17 LL ]34.0 -= 330 CONSTRUCTION NOTES O568001 AND REMOVE 1X15(0141 PAVEMENT 0 CONSTRUCT GWENT CONC. DRIVEWAY APPROACH 3-041 ® INSTALL CEUENT CONCRETE EXTRUDED CURB TYPE 6 OREMOVE CURB OADJUST PRE HYDRANT 10 GRADE 10 ADJUST MANHOLE TO GRADE 19 REMOVE AND RELOCATE FENCE (0151194 U11Lf1Y TO 8E REIOCA1EO/ 21 REMOVED/80105170 07 01+785 29 INSTALL TRAFFIC 5UJ1D, SEE SHEET 15 30 INSTALL BUS SHELTER PAD. PER SHEET A13 4410 A14. O REIOGTE E%580141 MAILBOX A5 DIRECTED 31 67 011 ENGINEER 31 RELOCATE SPANMIRE AND POLES TO NEw FOUNDATION 37 INSTALL LANDSCAPE BED 39 ASPHALT CONC. DRIVEWAY/PARKING LOT DRAINAGE NOTES OINSTALL TYPE 1 CATCH BASIN WITH VANED GRATE 0 REMOVE EXISTING STORM DRAIN PIPE © CONNECT TO EXISIWG OFWNAGE STRUCTURE SIA OFF RPE LENGTH RM 6 68' L1 Ir 47. 341.771 339.15E ABANDONEXISRAINAGE TING E.OPPLUIEENDS4CONCRETE PLUGS ABANDON EXISTING STORM DRAIN PIPE. /17,) PLUG RPE ENDS W/ CONCRETE PLUGS OINSTALL ARG INLE1 AND PIPE. CONNECT TO EXISTING ROOF DRAW/PIPE STA Or, PIPE LENGN RW 21-11 48 11 6- 20 338.934 335.870 10 REMOVE PLUG PIPE EXISTING ENDDS w/C CONCRETE STRUCTURE NCRETE PLUGS 13 INSTALL TYPE I CATCH BASIN W/ VANED GRATE STA OFF RPE 119011 RIM 22443 -46=14- 12- 2450 46' LT 1r 25' 316954 333 83E 22' 340.164 337.041174- DRN2107.7 52.71042 STA v.G 1070, 40.42 22.07 21.00 LT LT 18 R1 LT 00 PUBLIC WORKS DEPT. a.M --ENGINEERIN STREETS -WATER -SEWER -PARRS -BUILDING - 68 4a14 H 01.92 07/02 Federal Aid // P-STPUL-TA96(097) Project # 91-RWO3 Ory a1 a. 9311 97182 Perteet Engineering, Inc. 11899 Dn.. MI 0 P. 01. Wt.( FI AMY (04) 164-B0 (N, 00 RECORD DRAWING 0 TO 60 SCNL n SEE SHEET - P7 0 U /2 96'. 41 21031 44 2407 10/ Addaodum \ (0/7 R4<9ra Draw PAVE TO CURB Pet SR 99 MP. 20.66 TO MP. 21.62 TUKWILA INTERNATIONAL BLVD. KING COUNTY JULY, 2002 PLAN AND PROFILE P3 P12 327 City o•ukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 W TUKWILA W ff(FieE1 720077- -7 -07 DEVELOUNI)y PERMANENT SIGN PERMIT APPLICATION Business Name CUL -13E12 70,'! N.1 16(04% Please print I Li 645 1imotsat, BL UTJ, s 6 Address of Sign a 52 -17441910 , 98,644, tic gz5--c &i I a66)-2qz /777 Phone Applicant/Contact 0,,vt✓IZS 614'1) Address, City, State, Zip Phone 52E 1 Z2 -1 -IV S T, e_ 'T7'a1b cg`s' occc ZS "mac / l Contractor Address, City, State, Zip Phone CHECKLIST ❑ 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs O Sign elevations with area calculations and dimensions ❑ Building elevations (for wall signs) O Supporting structure and method of illumination ❑ One copy of valid Washington State contractor's license ❑ $100 application fee per sign See back of form for examples Is your sign a: ❑ Freestanding sign 15 or more feet in height ❑ Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? 0 Yes 0 No Wall WA►1,„SIGNS: #1 #2 #3 #4 Wall area (leng - _'• it where the sign will be mounted? (square feet) Sign size(square feet) Does sign face residential zones or publi -s . (Y/N) Exposed neon tubin • ' - . allowed within 200 feet of LDR, MDR o - % - zones. Does.wa 1 sign weigh more than 400 pounds?(Y/N) "--------_____ Sign illumination (internal/external/none) FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. 1 2 5 i ` Height of building (feet). Generally, signs may not be higher than the building with which they are associated _ 3 !1 t � Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area (t(J� 113 1 t/ Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. / Distance from closest edge of sign to property lines (feet). Generally, signs must be set back Worn all property lines a distance equal to their height. f �� • Number of sign faces 2