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HomeMy WebLinkAboutPermit S06-004 - LA Z BOYLA Z BOY 16875 SOUTHCENTER PKWY S06-004 Sign Permit City of Tukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 2623049068 Address: 16875 SOUTHCENTER PY TUKW Suite No: Permit Number: S06-004 Issue Date: 01/25/2006 Permit Expires On: 07/24/2006 Business Name: LA Z BOY Address: 16875 SOUTHCENTER PY, Property Owner: Name: MATSUMI LLC % ROBERT SCHOFI Address: 4212 HUNTS POINT DR Contact Person: Name: NORM BRAEDT Address: 3931 B ST NW Contractor: Name: LUMIN-ART SIGNS Address: 3931 B ST NW Phone: 206-947-2757 Phone: Phone: 253-833-2800 Phone: 253-833-2800 DESCRIPTION OF WORK: Reface of existing freestanding sign. The sign will be moved 72 feet to the south of its current location. Fees Collected: $184.00 Zoning: TUC Sign Type: PERMANENT SIGN: 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: N N N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 300 0 Building Height (feet): 0.5 0 Sign Size (sq. feet): 76.4 0 Sign Height (feet and inches): 17' 0" 0' 0" Setback (feet): 17 0 Number of Sign Faces: 2 0 Planning Division Authorized Signature: Date: '/Z5/2cr I hereby certify that I have read and examined this 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: Permsign S06-004 Printed: 01-25-2006 INSPECTION NO:' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit It —00(f PERM (20. 431-367 Pro'ect: nn t4Z 0,01t Type of Inspection:, l i'l Ad) res �S�1g S .;Pk�,v�r. Date Date Callled: , 5p, o0 Special Instructions: b,"j 1 ( Oo rV n ' 6ef I Date Wanted: 5 �3 0 Requester Gk_U e. hone No: " a.S X33 -c)&00 Approved per applicable codes. Corrections required prior to approval. COMMENTS: .F. a-= 4 \ ! .\\\ 7Th Inspect r• Date:` X58.00 REINSPECTION FE� REQUIRED. Prior/o inspection, fee must be aid at 6300 Southcenter lvd., Suite 100. Call to sechedute reinspection. eipt No.: Date: City of T wila Department of Community Development 6300 Southcenter Boulevard, Suite.100 Tukwila, Washington 98188 (206) 431-3670 PERMIT N DATE: PERMANENT SIGN PERMIT APPLICATION LA BOY Business Name ApplicanUConlact Lc. ef\ 1 N -Pgr S i& -0E Contractor Please print Id (o ess oX3,7f Sign sou.++i CE nor Ay A Address, City, Stale, Zip Phone 3931 8 kit r�°g , ugh Wo) . 61S7-333 -A1oo Address, City, State, Zip Phone OAP &6. -q,17 -c973-"? Phone 3 -B33 -al OD Separate application required for. each sign proposed 3 sets of plans (dimensioned and scaled), including site plan showing: • Properly lines • Streets • • Buildings • • Locations of all existing and proposed signs [ij Sign elevations with area calculations and dimensions O Building elevations (for wall signs) ❑ Supporting structure and method of illumination El One copy of valid Washington State contractor's license $50 application fee per sign, or 50 cents per sq. ft., whichever is greater. See back of form for examples Is your sign a: IchrFreestanding sign 15 or more feet in height " Pole sign with face 30 square feet or more in area N8c0FACF ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. 0'1571106 - 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). Q�Construction details to describe the proposed foundation or wall attachments (see back of forrn for examples) ' tructural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION. Is the sign: El Internally lit ❑ Externally lit ❑ Not lit Does the sign face residential zones or public facilities? ❑ Yes ❑ No • Exposed neon tubing Is not allowed within 200 feet of LDR, MDR or HDR zones. Did building go through design review? ❑ Yes- ❑ No Including this sign, how many signs will list this business? Freestanding Wali WALL SIGN: What is the wall area (length x height) where the sign will be mounted? square feet Wall sign size: square feet Does wall sign weigh more than 400 pounds? ❑ Yes ❑ No If the sign weighs more than 400 pounds 1t requires structural review. See checklist for additional information required. FREESTANDING SIGN: Street frontage of the entire premises where the sign will be "r located: 3 _'feet • 'Generally, only one freestanding sign Is allowed per premises. U Size of sign face: 4.16. 7 square feet • Structural review Is required for pole signs with faces 30 square feet or more In area, (see checklist for additional Information required). Number of sign faces: Height of building: olt/ 6a feet Generally, signs may not be higher than the building with which they are associated. Sign height 11 feet 0 inches Structural review Is required for signs 15 feet or more In height, (see checklist for additional Information required). Distance from closest edge of sign to property lines: -7 feet Generally, signs must be set back from all property lines a distance equal to their height. INSPECTIONS If the sign needs structural review, the applicant or Installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete Is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division -at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Induslriesl (206) 2413-6630. . We"- - — --t .' SIGN PERMIT APPLICATION -IS VALID FOR 180 DAYS AFTER ISSUANCE. (lIEREBY CERTIFY that the above information furnished by me Is true and correct under penalty of perjury by law In the State of Washington, and that the applicable requirements of the City of Tukwila will a met. f//:,2 •�/(i 1� Date SJ(nature of owner or authorized agent) .213 -cS-33 -a$oC� Phone FOR OFFICE USE ONLY Zoning: Planning review by: O Dented ❑ Issued ❑ Issued with conditions Structural review required? ❑ Yes ❑ No Structural review by: ❑ Denied ❑ Approved 0 Approved with conditions Actual line spent to review Additional charges for time over 2 hours Comments or Conditions: j Tt1 1\T1I a Tl X1111 & Hobb' / S�igr� .Area ISign Area Is calculated by constructing a polygon around the sign using right angles. Big Store \ \ \ \ \ \ ..\\\ —c\ --C \ \ \ \\ \ \ \ \ \` \\ \ \\ \ \ ..\\\ \ \ \ )7-,1 I V.11tlt Building Elevation • Wall Area Is calculated by multiplying the Iehgth and height of the tenant space. r) _ I I I j jj Existing I I I. • ►.1 LI l I 1 H I-I1S1gn(I 1 1 I l l 1 Properly Linos it«? Plan SZTEILEASING PLAN ..1.l; 1 r.O .coot ru•tomo A'O 111 cinCAt coot. 9.1I1 ull.l 11111n1 • r•C.I 1 OM" p.II 1,In n1IVYry u CM 1,114.1r.”11,41 r. 11M•1 Mt 0•.0 I.Cl rI I't(V10 MOVNI.c t1111M 1 OtA3I frNq M011 n• 11c11 rin tJ111n / 1____ 'lona CCr••rIClOn �ilrntl Ctrcuf fJl g1IOd01 Fr'l 0 tµ111011.1 r1 001 11WIIIOnuIn1110f 01101 0000 0000.1 oo ; _ ..1.P5JLWUL wrl w10,01 Oir1110r 1/00 (1111n Wall Mount Detail For all wall mounted signs over 400 lbs. —1•-L= 1.1111Lr..IE W1to(v 'Tb rCO A iwo A'rrACJ I Co 11, dIe rJ 0./ 1/1' IIEK tu.T rtr.. • 1%L' 171 Sc11 4O rot - Footing Detail low applicant space•ancl all existing & proposed signs. For all Freestanding Signs EXAMPLE OF REQUIRED INFORMATION Rupert Engineering, 1•. P:O. Box 836 / Zip 98071 1519 West Valley Hwy. N. #101 Auburn, WA 98001 (253) 833-7776 FAX (253) 939-2168 TO: Lumin-Art Signs LETTER OF TRINSMITiAL If enclosures are not as noted, kindly notify us at once. Date: 11/3/2005 Job Number: 05112 Attention: Nancy Braedt RE: LA -Z -BOY Furniture Galleries Sign Foundation Calculations WE ARE SENDING YOU THE FOLLOWING ITEMS: Attached 0 Under separate cover via ❑ Shop drawings❑ PrintsCalculations 0 Reports 0 Specifications 0 Copy of letter 0 Change Order 0 Addendum 0 RECEIVED JAN 17 20061 COMMUNITY DEVELOPMENT Copies Date Revision No. Description 1 Nov. 2005 Structural Design Calculations THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use As requested ❑ or review and comment REMARKS: 0 No exceptions taken 0 Resubmit copies for approval ❑ Make corrections noted 0 Submit copies for distribution ❑ Amend & Resubmit 0 Return corrected prints 0 Rejected; See remarks 0 COPY TO: SIGNED: • o • c 1E cR. on®®E 1 [n I ,. -.CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS RECEIVED [JAN 1 7 2006' COMMUNITY DEVELOPMENT • LA -Z -BOY FURNITURE GALLERIES SIGN FOUNDATION 16875 Southcenter Parkway Tukwila, WA 98188-3310 REI Job No: 05112 November 2005 - .1519.West Valley, Highway North/Suite 101. Post Office Box 836/Auburn, WA -98071 • 253-833-7776' Fax 253-939-2168 12539394372 REMANUFACTURE AND INSTALL ONE DIF FORMED FACE WITH FIRST SURFACE TRANSLUCENT VINYL SIGN SQUARE FOOTAGE 764 SO FT OVERALL 9' 2' LAOBOY FURNITURE GALLERIES l 6' 1' SEATTLE KARAOKE SALES RENTALS 8-4" NOTE: FIELD VERIFY ALL DIMENSIONS AND CONDITIONS I BE FORE FABRICATION. D_ Lamin -Art Signs, 9 Inc.' ' A•Z•BOY FURNITURE GALLERIES aotE SIGN A • 230.167; . •BLACK OCOPYBIJ?YSA TM Amur n MMI Ina rd.d.►M 576 y er eeee Dc R•am,e. .0)mn TUKWILA. WA 2 (: ; . - 4 _ 3931 151. Wit ti *A 91001 rata MUMS • FAX: 753.434.4.172wondunivrtdorstaz•sollgllNtim4iPatam 3I4" = 1' 2005.10.04 NANCY BRAEOT4 z vnrSe• WW1 SW On Ix ear, Waft* d De imam LaZBoypole PPRM.aiJ( KATY VERMILLION 1 1 NIA Qnp®u C upgillm®uttg Et& CONSULTING ENGINEERS/CIVILAND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Aubum,WA 98071 253-833-7776 Fax 253-939-2168 • roe QSIIZ 1.10. -SOY Fc iurtisl ES .(PJ SHEET NO. OF 1 AP DATE iirS065 CALCULATED BY CHECKED BY DATE SCALE 1 2 3 .1 5 6 7 8 1 2 3 4 5 6 7 6 1 2 3< 5 6 7 8 1 2 3< 5 6 7 8 1 2 3< 5 6 '! 8 1 2 3 4 5 67 9 1 2 3< 5 6 7 9 1 2 3 tsi a 6 a 3 2 8 fi 5 3 8 3 2 1 8 8 6 1 2 1 8 3 1 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: LA -Z -BOY FURNITURE GALLERIES SIGN FOUNDATION 16875 Southcenter Parkway, Tukwila, WA 98188-3310 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2003 International Budding Code. All sign material and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: Exposure Category: Wind Importance Factor: Total Height of Sign: Nominal Height of Atmospheric Boundary layer. Power Law Exponent Exposure Constant Turbulence Factor. Integral Length Scale Factor. Integral Length Scale Exponent Mean Hourly Wind Exponent Mean Hourly Wind Factor. V= Iv, = a= gym= c= E= Save = aave = bane= 85 MPH B 0.87 17.2 FT 1200 FT 7 30 FT 0.3 320 FT 0.33 0.25 0.45 DESIGN LOADS: Top Sign: Height 9.2 FT Width: 8.33 FT Point of Wind Load Application: 12.58 FT Sign Area: AFS = 76.4 FT2 Velocity Pressure: qZ = 0.00256KLIcKdV21„, Exposure Coefficient Kz = 0.57 Kz, = 1 Kd = 0.85 qZ = 7.9 LB/FT2 Gust Factor. G = 0.925(1+1.7g0IZQ)/(1+1.7gv1Z) Intensity of Turbulence: I= = 0.30 gQ = 3.40 gv = 3.40 Equivalent height of structure: Zav0 = 30 Background Response: Q = 0.940 LZ ave = 310.0 Rigid Gust Factor. G = 0.890 Net Force Coefficient Cr = 1.2 Design Wind Force: F = g2GC Af = 641.2 LB Overtuming Moment 8069 LB -FT ASCE 7-02 FIGURE 6-1 IBC SECTION 1609.4 ASCE 7-02 TABLE 6-1 ASCE 7-02 TABLE 6-2 ASCE .7-02 TABLE 6-2 ASCE 7-02 TABLE 6-2 ASCE 7-02 TABLE 6-2 ASCE 7-02 TABLE 6-2 ASCE 7-02 TABLE 6-2 ASCE 7-02 TABLE 6-2 ASCE 7-02 TABLE 6-2 ASCE 7-02 TABLE 6-3, NOTE 2 ASCE 7-02 FIGURE 6-4 ASCE 7-02 TABLE 6-4 ASCE 7-02 Section 6.5.8.1 ASCE 7-02 Section 6.5.8.1 ASCE 7-02 Section 6.5.8.1 ASCE 7-02 Figure 6-20 Job No. 05112 11/3/2005 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Aubum, WA 98001 Bottom Sign: Height: 0 FT Width: 0.00 FT Point of Wind Load Application: 0 FT Ar -bottom = 0 Fz Velocity Pressure: qz = 0.00256KZKZ±KdV24, Exposure Coefficient Kz = 0.575 Kz,= 1 Kd = 0.85 qz = 7.9 LB/FT` Gust Factor. G = 0.925(1+1.7gQIZQ)/(1+1.7gv1z) Intensity of Turbulence: IZ = 0.305 structure: Background Response: Rigid Gust Factor. Net Force Coefficient go = 9v = nave = Q= L. ave = G= Cf = Design Wind Force: F = g2GCfAf = Overtuming Moment Columns: Number of Columns Column Type (TS or Pipe): Section Size: Column Width: Horizontal Projection: Centroid of Column: Total Column Area: Modulus of Elasticity: Stiffness: Velocity Pressure: Exposure Coefficient: Gust Factor. Intensity of Turbulence: 3.40 3.40 30 1.000 310.0 0.925 1.2 0.0 LB 0 LB -FT 1 TS 8"x8"x1/4" 8.0 IN 8.0 IN 4 FT 5.3 FT2 1= 75.1 IN4 E = 29000 KSI k = 1291.52 K'IN2/FT3 qz = 0.00256KZKZ{KdV21„ Kz = 0.575 Kzt = 1 Kd = 0.85 qz = 7.86 LB/FT2 G = 0.925(1+1.7gQIZQ)/(1+1.70z) Iz = 0.305 go = 3.40 9v = 3.40 Equivalent height of structure: zave = Background Response: Q = Lz eve = G= Cf = F=gzGCfAf= Rigid Gust Factor: Net Force Coefficient: Design Wind Force: Overtuming Moment TOTAL OVERTURNING MOMENT: TOTAL WIND FORCE: HEIGHT OF RESULTANT FORCE: 30 0.952 310.0 0.896 1.40 52.6 LB 281 LB -FT 8349 LB -FT 694 LB 12.03 FT • ASCE 7-02 TABLE 6-3, NOTE 2 ASCE 7-02 FIGURE 6-4 ASCE 7-02 TABLE 6-4 ASCE 7-02 Section 6.5.8.1 ASCE 7-02 Section 6.5.8.1 ASCE 7-02 Section 6.5.8.1 ASCE 7-02 Figure 6-20 ASCE 7-02 TABLE 6-3, NOTE 2 ASCE 7-02 FIGURE 6-4 ASCE 7-02 TABLE 6-6 ASCE 7-02 Section 6.5.8.1 ASCE 7-02 Section 6.5.8.1 ASCE 7-02 Section 6.5.8.1 ASCE 7-02 Figure 6-20 Job No. 05112 11/3/2005 RUPERT ENGINEERING, INC. 1519 West Valley Highway North, Auburn, WA 98001 • • STEEL COLUMN DESIGN: AISC Section: ASTM A 500, Grade B Fy = 46 KSI Second Moment of Area I = 75.1 IN4 S = 18.8 1N3 Fb = 0.66*Fy"4/3 = Fb = 40.48 KSI M(base) 8349 LB -FT, each column fb = 5.33 KSI < 40.48 KSI OK Deflection at Top 8= 0.34 IN Deflection Ratio = Height/ 600 > 150 OK Torsion Design: Applied Torque = Outside Diameter = Torsion Constant = Maximum Shear Stress = FOUNDATION DESIGN: T= routside = J= Tmax = 1156 LB -FT 3.15 IN 118 IN4 0.37 KSI ASCE 7-02, Figure 6-20, Note 4 40.48 KSI OK Lateral Bearing Pressure: 100 PSF/FT IBC TABLE 1804.2 NON CONSTRAINED: d = 0.5A{1+[1+(4.36h/A)]1f2} CONSTRAINED: d2 = 4.25[M9/(S3b)] Combined Footing? No Shape of Footing: Square Length: 3.50 FT Long Dimension Parallel with Sign Width: 3.50 FT b= 4.95 FT Allowable Lateral Pressure: S1 = 201.2 PSF S3 = 603.6 PSF A = 2.34"F/(S1"b) = A = 1.63 Nonconstrained Depth of 5/ 6 /lip% 14)4Footing: d = 5.51 FT Job No. 05112 11/3/2005 • Gall o u EMOrtgaThgo Ih@o CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 2 3 4 5 6 7 5 1 2 3 4 5 6 7 6 1 2 JOB 05112— 1--.4...2%.75041 ( ES ST1/ SHEET NO//�� OF p CALCULATED BY 4tP DATE P1//J/S CHECKED BY DATE 1 / SCALE 5 6 7 8 1 3 4 5 6 7 8 2 3 4 5 6 7 6 1 7 3 4 5 5 7 8 1 3 4 ti 6 7 8 I bEALD ('o.6412.k.)(5.oaas pr>(IZ "'/ r s.52,10 0.64 (464s1)% - 4o.gs Ks? (>7...,') ` RzIc J 1156 ca•F-r r = .2.39 ,„L = 025.7 Del 415e K.34 /N�(12IA�ti- 25, 7 mei .29 7 G' 440.418kst K) 6 6 5 2 a 5 3 5 3 2 6 3 7 3 • • N1 Loads: BLC 1, LATERAL - WIND Results for LC 1, LATERA -WIND Rupert Engineering Adam Paul 05112 LA -Z -BOY FURNITURE GALLERIES SIGN FOUNDATI... Nov 3, 2005 at 8:53 AM Aunt Kate's-Tenino Denture Sign.(... • Company : Rupert Engineerin• Designer : Adam Paul Job Number : 05112 LA -Z -BOY FURNITURE GALLERIES SIGN FOUNDATION Nov 3, 2005 8:53 AM Checked By: Global Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs:: . 99 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in"2) 144 Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis Yes Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD',.. , NDS Wood Code NDS 91: ASD NDS Temperature < 100F. Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment (in) . 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 . Concrete Stress Block Rectangular Use Cracked Sections . ' Yes. Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Properties A s Lauel A36 29000 11154 .3 r.oac m A500 46 .65 .49 72.489 36 A572Grade50 29000 11154 .3. ' ... Column . .65 . :49 3:174. 50 A992 29000 11154 .3 NC .65 .49 50 A500 42 29000 11154 .3 ;. .65. 49; :: 42: A500 46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets • • n4 Label HR1 AIIGEJC PIPE 8.0 UCJI''II LII Tube 1 yiJG Column r.oac m A500 46 ... v...y........... Typical ......_ 8.399 72.489 72.489 144.978 HR2 PIPE 4.0 Tube Column . A500_46 Typical 3:174. 7.233 : 7.233 - 14.465 - Member Primary Data ian Rules Label M1 1 JVII II N1 J JVII II N2 n JVII II I\V IOIG,uGyl vca.uv.uv..a.�... TU8X8X4 .-.....•7.. _..... Tube .y _ Column --------- A500 46 Typical M3 N2 ' : " N3- Totals: " -.52; TU6X6X2 , =" Tube :: ': Column A500_46 ` Typical Joint Reactions • MZ -ft w Joint Label^I •. . ,.. •.....• , 1 N1 -.52 0 0 0 0 6.209 1 Totals: " -.52; 0 0 1 COG (ft): NC NC NC RISA -3D Version 5.0 (V:\...\...\...\Aunt Kate's-Tenino Denture Sign.(2005.10.17).OIympic Sign Services.rge 1 • Company : Rupert Engineering Designer : Adam Paul Job Number : 05112 LA -Z -BOY FURNITURE GALLERIES SIGN FOUNDATION • Nov 3, 2005 8:53 AM Checked By: Joint Coordinates and Temperatures From Diaoh... 1....11.J.1 N1 ♦ 1 0 • 0 0 0 __..____._-.,.--. 0 N2 0 7.5 :..:0 0 0 N3 0 17.166667 0 0 N3 Joint Deflections Z Rotation rrad L, Xuc. 1 0.0.11111.0.0.11111.La N1 0 0 ..... 0 __..____._-.,.--. 0 0 0 1.. NZ:. ; .114. 0 0. 0 0 :: ,. -2.127e-3 .. 1 N3 .539 0 0 0 0 -3.997e-3 Load Combinations Description Solve PDe..SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor LATERA-Wl... Yes 1 .75 Member Section Forces • Tor -0110(4H v -v Momentfk-ftl z -z Momentfk-ftl 1 M1 1 0 .52 0 0 0 6.209 2 0 .52 0 0.. 0 .. - . "4:258 3 0 .481 0 0 0 2.445 1 M3 , 1- 0 .481 0 .. :. - 0 , .:..;. 0 2`445 2 0 .481 0 0 0 .12 3, .°.: 0 0 0._ 0 0 :: 0 Maximum AuzAt aec£ LDPc.gcrior4 : 0.02S (I7.17')621l61P6 = 5.15 04 RgcoRED DEFLECT'ioki = S (O.5341N, .: /.3y75 mt. (< S. is KI . a OK RISA -3D Version 5.0 [V:\...\...\...\Aunt Kate's-Tenino Denture Sign.(2005.10.17).Olympic Sign Services.rge 2 • • STRUCTURAL NOTES 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any specifications for this project. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Modification of design drawing details shall not be made without written approval of the Engineer. Provide vertical support and lateral bracing for electrical and mechanical equipment per the applicable code requirements. DIVISION 1 - GENERAL REQUIREMENTS 01412 BUILDING CODES International Building Code (IBC) 2003 Edition. Washington State Building Code (Washington Administrative Code (WAC) Chapter 51-30) 01415 DESIGN LOADS AND CRITERIA WIND: Basic Wind Speed: 85 mph Exposure: B FOUNDATION: Soil Passive Pressure: 100 PCF 01455 TESTING AND INSPECTION All special inspection and testing shall comply with IBC Sections 1701, 1703, 1704, and other applicable building code sections and are in addition to the inspections made by the Building Official under Section 109. • • Special inspections are required for the following work: Earthwork: During excavation, grading, and filling Construction of drilled piles or caissons Concrete: Placement of reinforcing steel, concrete placement and taking of concrete cylinders, where inspection is required by Section 03300 Placement of anchor bolts, where noted on plans Installation of adhesive anchors Field Welding: Reinforcing steel Structural and miscellaneous steel Installation of high-strength bolts Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The Contractor shall coordinate special inspections as well as standard building inspections with the construction schedule and is responsible for facilitating access to areas to be inspected. Special inspectors and testing laboratories shall be approved by the Building Official, and shall be certified by the Washington Association of Building Officials (WABO), if required by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications. The special inspector shall furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor for correction, and also to the Building Official and the Engineer. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code. Special inspections per IBC Section 1703.7 are required unless fabricator is approved per Section 1704.2. DIVISION 2 - SITEWORK 02315 EXCAVATION AND FILL All footings shall bear on undisturbed ground or structural fill and shall be a minimum of 18 inches below grade unless noted otherwise on the drawings. Foundation excavations shall be examined and approved by the Engineer — or a testing laboratory approved by the owner — and the Building Official prior to the placement of any reinforcing steel or concrete. • • Material for filling and backfilling shall consist of the excavated material and/or imported borrow and shall be free of organic material, construction debris, cobbles, or other debris. Fill and backfill shall be deposited in layers not to exceed 8 inches thick for heavy equipment and 4" thick for hand operated equipment. The fill shall be properly moistened to approximate optimum requirements and thoroughly rolled or compacted with approved equipment in such a manner and extent as to produce a relative compaction of 95% of maximum dry density for optimum moisture content as determined by ASTM D 1557. Each lift shall be tested for compliance with compaction requirements by an approved laboratory. See Section 01455. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechanically and shall be used only where larger power driven compaction equipment cannot be used. DIVISION 3 - CONCRETE 03210 REINFORCING STEEL Concrete reinforcing steel shall be deformed bars conforming to ASTM A 615, Grade 60 (or A 615M -96a, Grade 420), made from new billets. Reinforcing to be welded shall be Grade 60 (Grade 420) with a Carbon Equivalent (CE) of 0.55 or less, or ASTM A 706 (or A 706M -96b). Do not use epoxy -coated reinforcing unless noted. Bars marked with metric sizes as shown below conforming to the metric specifications and grades shown above may be substituted for the bars shown on the drawings. Bar spacing, embedment and lap lengths, reinforcing cover, bends, and hooks remain the same. Fabrication and placement of reinforcing in concrete shall conform to IBC section 1907. Lap all reinforcing bars at all splices, corners, and intersecting walls per table below (unless noted otherwise): #3 (#10) #4 (#13) #5 (#16) #6 (#19) #7 (#22) #8 (#25) #9 (#29) Concrete Strength (PSI) 2,000 3,000 4,000 Top Other Top Other Top Other 27 21 35 27 44 34 53 41 77 59 87 67 98 76 22 17 29 22 36 28 43 33 63 48 72 55 81 62 19 25 31 37 55 63 71 15 19 24 29 42 48 54 5,000 Top Other 17 13 22 17 28 22 34 26 49 38 56 43 63 49 6,000 Top Other 15 12 20 16 25 20 31 24 45 34 55 43 57 44 Use "TOP" reinforcing values for horizontal bars with more than 12" of concrete below them in the casting position. Lap lengths (in inches) are based on normal weight • • concrete (in PSI) and a minimum 2 db spacing and 1 db cover (per ACI 318-02). The sizes shown (#xx) are the corresponding metric bar sizes. Minimum cover over reinforcement, unless noted otherwise: Concrete placed on earth: Concrete exposed to earth or weather: Other conditions (UNO): 3 inches 2 inches 1-1/2 inches Reinforcing steel welding shall be performed by WABO certified welders and shall conform to IBC Sections 1901.2 and 1903.5.2 (AWS Welding Code D1.4-92 with modifications). Reinforcing shall be securely tied in position prior to concrete placement. Reinforcing shall be supported on chairs or slab bolsters (with distribution plates if required) or concrete dobies prior to concrete placement. Support spacing shall not exceed 10 feet in each direction. 03300 CAST -IN-PLACE CONCRETE AH cast -in-place concrete shall meet the following requirements: Quality of concrete shall be determined by IBC Section 19. Minimum 28 day compressive strength shall be 2,500 PSI unless noted otherwise on the drawings or these notes. Use 5-1/2 94 LB sacks per yard of Type I cement with 6.6 gallons of water per sack of cement or submit mix design to the Engineer for review. See Section 01330. Slump shall be 4 inches plus or minus 1 inch. Use Type I -A cement where air entrainment is required. All methods and materials per IBC Chapter 19. Water -reducing admixtures conforming to ASTM C 150 may be incorporated in the concrete design mixes and be used in strict accordance with the manufacturer's recommendations, subject to Engineer's approval. An air -entraining agent conforming to ASTM C 150 shall be used in all concrete mixes for slabs and other flatwork to be exposed to weather. The amount of entrained air shall be 5% plus or minus 1% by volume. One percent maximum calcium chloride or other water-soluble chloride ion admixtures conforming to ASTM C 1218/C may be used in concrete not exposed to the weather or in unreinforced concrete. Other types of accelerating admixtures may also be used. AH admixtures shall conform to ASTM C 618 Type C or F. Special inspection and testing is required for all reinforced concrete except for foundation concrete with a designated compressive strength not exceeding 2500 PSI and nonstructural slabs on grade. For each class of concrete where testing is required, the special inspector shall take not Tess than one set of three cylinders for each day of concrete placement, or for each pour, or not less than one set for each 150 cubic yards of concrete, or not less than one set for each 5,000 square feet of surface area for slabs or walls. • Anchor bolts, dowels, and other embedded items shall be securely tied in position prior to concrete placement. Do not add water at site. Maximum drop during placement is three feet. Consolidate concrete with a mechanical vibrator as required. All exposed surfaces shall receive a steel trowel finish unless noted otherwise. Do not dust surfaces with dry cement to remove water. Concrete shall be maintained in a moist condition for a minimum of five days after placement or sealed with a curing compound applied in two coats at right angles. Follow manufacturer's application instructions and do not exceed recommended coverage. Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing new concrete. Pipes other than electrical conduits shall not be embedded in structural concrete except where specifically approved. Do not embed aluminum conduits and sleeves in concrete. 03605 NON -SHRINK GROUT Non -shrink grout shall have a minimum compressive strength of 5,000 PSI. Use non- metallic type in exposed conditions. Install per manufacturer's recommended procedure. DIVISION 5 - METALS 05120 STRUCTURAL STEEL Materials, fabrication and erection of structural steel shall conform to IBC Chapter 22 and the AISC 1989 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless Structural shapes: Bars and plates: Pipe: Structural tubing/HSS: Bolts: High -Strength Bolts: Nuts: Washers: Filler metal: noted otherwise: ASTM A 36 ASTM A 36 ASTM A 500, Grade B, Standard Weight ASTM A 500, Grade B ASTM A 307 ASTM A 325, where noted ASTM A 563 ASTM F 436 E70XX 1 • Substitution of other materials requires approval of the Engineer. Galvanizing of structural shapes and fabricated parts shall be done in accordance with ASTM A 123, after fabrication. Galvanizing of threaded parts, bolts, nuts, and washers shall be done in accordance with ASTM A 153. Welding shall be performed only by WABO certified welders and shall conform to AWS D1.1 and AISC specifications. E70T-4 weld material is not permitted. Minimum fillet weld size shall be 3/16" unless noted otherwise. Field welds shall have special inspection per IBC section 1704.3.1. Reinforcing steel welding to structural steel shall conform to IBC Standard 19-1 (AWS Welding Code D1.4-92 with modifications). Provide 3/4" diameter air relief holes @ 12" OC each way in the horizontal surfaces of all embedded bearing plates and angles over 6" in width, when they are above the bottom of the concrete member in the casting position. 70'-0" LA -Z -BOY T 104'-0" 30'-0" EXISITNG SIGN LOCATION SCALE: 1"= 50' PROPOSED SIGN LOCATION SCOPE OF WORK REMANUFACTURE AND INSTALL ONE D/F FORMED FACE WITH FIRST SURFACE TRANSLUCENT VINYL. MOVE PROPOSED SIGN 75' SOUTH OF EXISTING LOCATION. g Z 9 2• LAOBOY FURNITURE GALLERIES 6 KARAOKESEATTLE SALES RENTALS 8'-4• SCALE: 3/8"= 1' RECEIVED JAN 1 ? 2006 COMMUNITY DEVELOPMENT NOTE: FIELD VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE FABRICATION. 0 Lumin-Art Signs, Inc. 3931 B St. NW • Auburn, WA 98001 PHONE: 253.833.2800 • FAX: 253.939.4372 www.lumlnartsirs.com • sales@luminartsigns,cwm PROJECT 4P E `'-Z-BOY FURNITURE GALLERIES LOCATION TUKWI LAS WA DESCRIPTION POLE SIGN TISED !2\ SCALE NOTED DATE 2005-10-04 SALES PERSON CY BRA EDT 3 FILE NAME LaZBoy pole_PERM2-2. ai APPROVED BY X DESIGNER KATY VERMILLION ■ 230-167 ■ BLACK © COPYRIGHT 2W5. This design is the sole property of Lumin-Art Signs, Inc. Reproduce only by expressed, written permission from Lumin-Art Signs, or a payment of $500.00 for each application of this artwork PAGE OF 'n 0° • • DEPARTMENT OF LABOR AND INDUSTRIES LICENSED AS PROVIDED BY LAW AS ELEC CONTR SIGN LICENSE '# EXP. DATE ECO4 •LUMINAS031B2 01/22/2007 EFFECTIVE DATE 01/22/1997 LUMIN ART SIGNS INC 3931 B ST NW AUBURN WA 98001-2420 F625-052-000 (8/97) RECEIVED JM' 17 2006 COMMUNITY DEVELOPMENT King Cou y: Assessor Property Characteristics Report ' http://www5.metrokc.gov/reports/propertyreport.asp?PIN=2623049068 • • Number of Buildings 1 Building Description BLDG B Year Built 1990 Construction Class WOOD FRAME Gross SqFt 14392 Shape Rect or Slight Irreg Net SqFt 14392 Sprinklers Y Stories 1 Elevators Heating System WARMED AND COOLED AIR Predominant Use RETAIL STORE (353) This report was generated: 10/20/2005 11:47:18 AM Related on-line reports: f King County GIS: Property information FAQ King County Assessor: Submit a request to correct this Information DDES: Permit Applications Report Kinq County: Districts and Development Conditions Report King County Assessor: eReal Property Report fPDF format requires Acrobat); King County Assessor: Quarter Section Map Report (PDF format requires Acrobat) King County Treasury Operations: Property Tax Information Recorders Office: Excise Tax Affidavits Report Recorders Office: Scanned images of plats, surveys, and other map documents Enter a 10 digit Parcel Number: I or Enter an address: I King County 1 GIS Center 1 News 1 Services 1 Comments 1 Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. 3 of 3 10/20/2005 11:46 AM am.l.ab WK"iv• 4r1uJVoJV/ a &VFW& ig',WU 1WW1 L11.1bO 1\G}V11 King County Horne News uuy.,i wwwa.,uGuww.gvvinponwpropeny_reporLasp true=10.4s1,4yuoa Services • Comments Search By law this information may not be used for commercial purposes. Taxpayer Tax Year 2005 Tax Status TAXABLE Assessor Real Property Records:. MATSUMI LLC % ROBERT SCHOFI Parcel Number Account Number Levy Code Taxable Value Reason 2623049068 262304906809 2390 NONE OR UNKNOWN Appraised Land Value $1,231,800; Taxable Land Value 81,231,800 Appraised Improvement 2,712,200 Taxable Improvement Value $2,712,200. Value 82,712,200 Taxable Improvement Value 82,712,200 Taxpayer MATSUMI LLC % ROBERT SCHOFI Tax Year 2006 Tax Status TAXABLE Parcel Number Account Number Levy Code Taxable Value Reason 2623049068 262304906809 2390 NONE OR UNKNOWN Appraised Land Value $1,231,800 Taxable Land Value $1,231,800 Appraised Improvement Value 2,712,200 Taxable Improvement Value $2,712,200. Assessor Property Sales Records: Tip: Use the Recorders Office: Excise Tax Affidavits Report to see more sales records details Sale Date 10/31/1998 Sale Price 80 Seller Name TAMAYO L L C Buyer Name MATSUMI L L C Sale Date 5/14/1998 Sale Price 80 Seller Name SHIMATSU AKIKO+MIKAMI YAEKO Buyer Name TAMAYO LLC Sale Date 6/30/1995 Sale Price $0 Seller Name SHIMATSU AKIKO Buyer Name • MATSUMI L.L.0 Assessor Parcel Records: District Name TUKWILA Property Name 1 of 3 SOUTHCENTER RETAIL IIType PmPertY j COMMERCIAL 10/20/2005 11:46 AM (ing Country: Assessor Property Characteristics Report http://www5.metrokc.gov/reports/property_report.asp7PIN=2623049068 r •• • • Plat Name 262304906809 Record Number Present Use Retail(Line/Strip)' Plat Block AVERAGE Water System WATER DISTRICT Plat Lot BLDG A Sewer System PUBLIC Lot Area 87,991 SqFt (2.02 acres) Access PUBLIC Section/Township/Range SW 26 23 4 Space PAVED Assessor Legal Description Records: Account Number 262304906809 Record Number 01- 08 1 262304 68 PORTION OF NE 1/4 OF SW 1/4 - BEGIN AVERAGE INTERSECTION OF N LINE OF NE 1/4 OF SW 1/4 & 1 ELY MARGIN OF PRIMARY STATE HIGHWAY NO 1 BLDG A (SR 6) TH S 88-06-01 E 250.29 FT TO WLY MARGIN OF 1990 MESS BROTHERS CO ROAD NO 972 (SOUTHCENTER WOOD FRAME PARKWAY,{FORMERLY 67TH AVE 5) TH S 01-07.68 W 13615 10.51 FT TH S 01-0447 W 270.16 FT TAP 1035 FT N OF Legal Description S LINE OF NE 1/4 OF SW 1/4 TH N 87-66-33 W 124.69 •W 13615 FT THS 01-04-37 30 FT TAP 1005 FT N OF 5 LINE Y OF NE 1/4 OF SW 1/4 TH N 87-55-33 W 124.61 FT TO 1 ELY MARGIN OF PRIMARY STATE HIGHWAY NO 1 (SR 6) TH N 01-07-37 E 164.72 FT TH N 73-43-26 W WARMED AND COOLED AIR 28.97 FT TH N 11-17-57 E 160.61 FT TO POB TOW RETAIL STORE (363) VACATED S 168TH ST ADJOINING — LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO 90-1-BLA RECORDING NO 9009180610 Assessor Commercial Building Records: Address 16813 SOUTHCENTER PW 98188 Building Number 1 Building Quality AVERAGE Number of Buildings 1 Building Description BLDG A Year Built 1990 Construction Class WOOD FRAME Gross SqFt 13615 Shape Rect or Slight Irreg Net SqFt 13615 Sprinklers Y Stories 1 Elevators Heating System WARMED AND COOLED AIR Predominant Use RETAIL STORE (363) Building Number 2 j Building Quality AVERAGE ! of 3 1020/2005 11:46 AM