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HomeMy WebLinkAboutPermit S05-017 - SPORTS AUTHORITYSPORTS ATJTHORITY 17450 SOUTHCENTER PY S05-017 Inbox - Nora.... FA.FW: I ukwila, ... 11 555 Image N... I Soho Ac 0.-e-,c.1A d ISS U-(JrLt--Ix._te-? • • SITE PLAN SPORTS AUTHORITY - TUKWILA, WA 187'-0" STOREFRONT LENGTH - SPORTS AUTHORITY RECEIVED 'MAR 0 4 2005 COMMUNITY DEVELOPMENT #555 SPORTS 17450 Southcenter Pkwy. AUTHORITY Tukwila, WA • SignChart for The Sports Authority: Specific Sign Recommendations i S1lu It D fieua 5 Recommendations for: 000555 - Tukwila Existing Signage Page 1 of 1 ► ►I Sign No: E003 Supplementary Photos Proposed Signage Sign: No: 003 Existing Sign Type: Pylon Face Material: Flat Plastic Graphic Material: Vinyls Height: 1'-0" Width: 10'-0" Depth: 2'-0" Height Above Grade: 25'-0" illuminated: Internally Illuminated Electrical: Electrical Power within 8' Wall Material : NA Issues for Resolution Date Unresolved Issue(s) Resolved Issues Date Action Code: Sign Type: Description: Required Site Work Message Face A: Message Face 8: C Custom Reface D/F Multi -tenant Pylon Horizontal Signature format Horizontal Signature format Comments:New faces must be vacuum formed with vacuum formed copy as per existing. Background t Sports Authority red translucent vinyl on matching translucent white substrate. Leave sign body color Manufacturer to Inspect and repair any damage to r and replace lamping and ballasts. Resolved Issue(s) Resolution Action RECEIVED `MAR 0 4 2005 COMMUNITY DEVELOPMENT Moniale Associates, SignChart ® 2001© Legal Disclaimer 303-388-9358 SignChart for The Sports (Mkt NI iority: Site Plan for a Specific Site Page 2 of 2 Ste Metter. MSS Tchrta IMO Sce.twett ill. 14. 7 i t F Q - t5 4 4 $jc f o� SeNJxidee YAy. f7..EIVED MAR 0 4 20051 i MMUNITY DEVELOPMENT Monigle Associates, SignChart ® 2001© Legal Disclaimer 303-388-9358 httra•//aaria nv cin,anhnnr &s18q/ Ira 111290tt1 Corp USA Gat Spats 0dlimy 8aScs4tUs Catterite's 140 m D5 14. 7 i t F Q - t5 4 4 $jc f o� SeNJxidee YAy. f7..EIVED MAR 0 4 20051 i MMUNITY DEVELOPMENT Monigle Associates, SignChart ® 2001© Legal Disclaimer 303-388-9358 httra•//aaria nv cin,anhnnr • • Structural Calculations for Goal Post Sign for 16'-5 5/8" HIGH SIGN Sports Authority 17450 Southcenter Pkwy. Tukwila, WA 98188 Prepared for: Image National, Inc. 444 E. Amity Rd. Boise, ID 83716 1 EXPIRES: 8 / 19 / RECEIVED rMAR 0 4 2005 COMMUNITY DEVELOPMENT Leavitt & Associates Engineers, Inc. 1324 First Street South — Nampa, ID 83651 (208) 463-0333 http://www.leavittengineers.com Revision # Prepared by Checked by Reviewed by Project # 0 1 Kevin Rice, E.I.T. J. Reese Leavitt, PE/SE ; J. Reese Leavitt, PE/SE 1 05118.004 DESIGN CRITERIA: CODE: WIND: SEISMIC: DEAD LOAD: 2003 INTERNATIONAL BUILDING CODE, ASCE 7-02 90 MPH (3 -SECOND GUST), EXPOSURE C, I = 1.0, ASCE 7-02 ANALYTICAL PROCEDURE SS = 1.21, S1 =0.370, SITE CLASS D, NON -BUILDING STRUCTURES 10 PSF FOR SIGN CABINETS • LEAVITT & ASSOCIATES • ENGINEERS, INC.structural — Civil — Materials Handling — Planners — Surveyors February 14, 2005 Image National, Inc. 444 E. Amity Rd. Boise, ID 83716 Attention: Shannon Colbert Re: Goal Post Sign, Sports Authority, Tukwila, Washington Leavitt & Associates Engineers, Inc. has completed structural calculations for the 10" steel pipe uprights and base plate for Sports Authority in Tukwila, WA as requested. Calculations do not include the design of the sign foundation. The foundation design is by others. The loads transmitted to the foundation are as follows: Sign Dead Load = 5182 lbs. Wind Loads: Shear = 4185 lbs. Moment = 18,440 lb -ft Sincerely, Kevin Rice 1324 First Street South — Nampa, ID 83651— (208) 463-0333 — Fax (208) 463-9040 www.leavittengineers.com .: y • • TABLE OF CONTENTS Sign dead load 1 Seismic load calculation 2 Wind pressure calculation 3 Wind Base Shear 4 Steel column: 10" STD. Pipe 6 s/4" Base Plate 8 Weld Connection: Pipe to Base Plate 9 1" Diameter Bolt 10 Appendix: Image National Drawings LEAVITT & ASSOCIATES ENGINEERS,INC. 1324 1s` Street S., Nampa, ID 83651 Ph: (208) 463-0333 Fx: (208) 463-9040 JOB 1A1/'f&& �liiTIDNAL —SPo275 fktTbMRIT`/ SHEET NO. OF CALCULATED BY ICE✓ f N t2 t cC DATE Z//7/D3 CHECKED BY DATE SCALE SiGiu 176,10 Lo 4' 49 u tED cAg,NET ./E16 /4T = /0 PSF ,ten/ cAg,tv�r w6/4Hr = CZ -Z-9 Fit) (lo PSF) = 22-80 113 Pate : (2) to srP PIPE (o. D. = lo,3S ,N '. = 0:3kr,N ) Po L-€ wEtc-,N T = (Yo,ys L8/FrVIS'-o") _ ('ov LI /Zig ca C2oss dPirc P Pt: a" Sro. PIPE ( o,D. = 12,35 ,N , t= 0,3}s -,,r) C aos5 60tri -, N -T = (y9,S6 LB/Fr) (31'- fie) _ /689 U3 TDT't_ stao w&rc,HT z280 (8 + 121'-( U3 f /688 (!3 = S7 82- 113 LEAVITT & ASSOCIATES ENGINEERS, INC. 1324 FIRST STREET SOUTH NAMPA, IDAHO 83651 (208) 463-7670 DESIGNER: CLIENT: JOB: Image National Sports Authority Tukwila, WA Kevin Rice MINIMUM SEISMIC FORCE FOR NONBUILDING STRUCTURES REFERENCE: 2003 INTERNATIONAL BUILDING CODE, SECTIONS 1617.4 & 1622 AND ASCE 7-02, SECTIONS 9.5.5 & 9.14 Ss = 1.34 Mapped spectral acceleration for short periods S1 = 0.46 Mapped spectral acceleration for a 1 -second period Site Class = Site Coefficient, Fa = Site Coefficient, Fv = SMS = FaSs = SM, = FvS1 = Sin = 2SMs/3 = Spy = 2SM1/3 = Occupancy Category = Seismic Use Group = Importance Factor, I = Seismic Design Category = Effective seismic weight, W (Ib) = R= Ct = Structure height (ft) = Approxiamate fundamental period (sec) = Cs = Sps/(R/I) = Cs = Sp,/((R/I)T) = Cs = 0.14SpsI = Cs = 0.8S1I/R = Cs = V=CsW= D Section 9.4.1.2.1 1.00 1.54 1.34 0.71 0.89 0.47 II II 1.00 D D D 5182 Ib 3.5 0.020 17 0.17 0.26 0.81 0.13 0.11 0.26 Table 9.4.1.2.4a Table 9.4.1.2.4b Equation 9.4.1.2.4-1 Equation 9.4.1.2.4-2 Equation 9.4.1.2.5-1 Equation 9.4.1.2.5-2 Table 1-1 Section 9.1.3 Table 9.14.5.1.2 Table 9.4.2.1a Table 9.4.2.1b Most Severe Section 9.5.4.1 Table 9.5.2.2 or 9.14.5.1.1 All other building systems Equation 9.5.5.3.2-1, T = (Ct)(hn)3/4 Equation 9.5.5.2.1-1 Equation 9.5.5.2.1-2 Equation 9.14.5.1-1 Equation 9.14.5.1-2 Controlling case 1323 Ib Equation 9.5.5.2-1 V = 0.3SpsW I = N/A Equation 9.14.5.2 for T < 0.06 second Nonbuilding.xls Page 1 of 1 2/14/2005 LEAVITT & ASSOCIATES ENGINEERS, INC. 1324 FIRST STREET SOUTH NAMPA, IDAHO 83651 (208) 463-7670 CLIENT: Image National JOB: Sports Authority Tukwila, WA DESIGNER: Kevin Rice WIND PRESSURES ON BUILDING: ANALYTICAL PROCEDURE REFERENCE: 2003 INTERNATIONAL BUILDING CODE, SECTION 1609.1.1 AND ASCE 7-02 SECTION 6 BASIC WIND SPEED, V = HURRICANE PRONE REGION? BUILDING CLASSIFICATION CATEGORY = IMPORTANCE FACTOR, Iw = WIND DIRECTIONALITY FACTOR, Kd = EXPOSURE CATEGORY = MEAN ROOF HEIGHT, h = VELOCITY PRESSURE COEFFICIENT, Kh TOPOGRAPHIC FACTOR, Kzt: USE THIS FACTOR? Kzt = GUST EFFECT FACTOR, G = ENCLOSURE CLASSIFICATION = WIND BORNE DEBRIS REGION? VELOCITY PRESSURE, qz = 90 MPH NO I1 1.00 0.85 C 15 FEET FIGURE 6-1 (3 -SECOND GUST) DEFINITION, SECTION 6.2 TABLE 1-1 TABLE 6-1 TABLE 6-4 SECTION 6.5.6 DEFINITION, SECTION 6.3 0.85 CASE 1 TABLE 6-3 0.85 CASE 2 SECTION 6.5.7.2 & FIGURE 6-4 DOES NOT APPLY TO EXPOSURE CATEGORY A NO 1.00 EQ. 6-3 0.85 SECTION 6.5.8.1 ASSUMED VALUE APPLIES TO RIGID STRUCTURES ONLY 1 1 - ENCLOSED 2 - PARTIALLY ENCLOSED 3 - OPEN NO DEFINITION, SECTION 6.2 15.0 PSF EQ. 6-15 IA LEAVITT & ASSOCIATES ENGINEERS,INC. 1324 1st Street S., Nampa, ID 83651 Ph: (208) 463-0333 Fx: (208) 463-9040 JOB /A4AC1f NA'r1 akJ L - SP021S A1474012I SHEET NOOF ��// CALCULATED BY �" e1 L G DATE Z / 1 Vo CHECKED BY DATE SCALE wimp BkSE SII tie. \/411415 Fo2te PEa_PENPiC.-t 2 To SIGN f4LE IS PSFFT.') 3 Zo (.6 MoM ENT / isAs6 or SIG,/J (3420 LOCI: 3" + yz 01--(0'-)7 251 01-1 LP- FT WIND p O ftc-6 PEN ID (G.I,t t. P Int To Po LE �Is- PsF) (!o. s_"')(IL'-6'') IV 222 LS pi DM ENT /; T gq-$E of 5i6,N ( 2 1-L, Le) (Z)(I6 �'' ) ►83Z LS -Fr WIN 0 Fa2c.E P&ZPENnI Cu LA -►t C2oss IA -R Cis PSr) (3L/' S/3)(,Z.�s,� 1'L HsAAe T R7 e'SE of SIGN (5.43 (I)(/5' -o'.) SIMS L3 -FT TDTkL M6KA. EMT" 47 AsC aF S I6N ( ( ')D 6? SIGN ) 1/2 (-zs,o7-9 C8 -F-7) 4- 1832 L -g -FT + %( 8/ VS" L -8 -Fr) /8,5/Vy V3 -FT • • A LEAVITT & ASSOCIATES ENGINEERS,INC. 1324 1s' Street S., Nampa, ID 83651 Ph: (208) 463-0333 Fx: (208) 463-9040 JOB /MAGE /VAT/OA/AL- - SPo/LTS libtTfid/L/Ty SHEET NO OF CALCULATED BY /Ce✓,,J Rice DATE /o S" CHECKED BY DATE SCALE W 'OD 13/NS E 14-C-2 wIND ease sµin-rZ = 3"Zo tg 4- 22? 1..131 4 $43 La cf � 8.- US > 132.3 c.& Imo coo-n2-6L-� LeavittAessociates Engineers 1324 Flint. South Nampa, Idaho 83651 Phone: (208) 463-7670 Fax: (208) 463-9040 Title : Image Natio Job # 05118.004 Dsgnr: Kevin Ric Date: 2:53PM, 14 FEB 05 Description : Sports uthority - Tukwila Scope : Rev: 580007 User: KW -0604159, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Steel Column Page 1 SPORTS ATHORITY TUKWILLA.ECW:Calculations Is Description 10" STD. Pipe Column General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section P10STD Column Height 16.500 ft End Fixity Fix -Free Live & Short Term Loads Combined Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced 35.00 ksi 1.000 29,000.00 ksi 16.500 ft 16.500 ft X -X Sidesway : Y -Y Sidesway : Kxx Kyy Sway Allowed Sway Allowed 2.100 2.100 Loads Axial Load... Dead Load Live Load Short Term Load Point lateral Loads... Along Y -Y (strong axis moments) Along X -X ( y moments ) 2.59 k k k DL Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments LL ST 4.190 k k 0.000 in 0.000 in Height 0.500 ft ft Applied Moments X -X Axis Moments At TOP Between Ends At BOTTOM DL LL Section : P10STD, Height = 16.50ft, Axial Loads: DL = 2.59, LL = 0.00, ST = Unbraced Lengths: X -X = 16.50ft, Y -Y = 16.50ft Combined Stress Ratios Dead Live AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0195 ST 18.44 k -ft k -ft k -ft Height 0.000 ft Column Design OK 0.00k, Ecc. = 0.000in DL + LL 0.0195 DL + ST + (LL if Chosen) 0.3399 XX Axis : Fa calc'd per Eq. E2-1, K*Llr < Cc YY Axis : Fa calc'd per Eq. E2-1, K*LIr < Cc Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F1-6] Fb:xx : Allow [F1-7] & [F1-8] fb : xx Actual Fb:yy : Allow [F1-6] Fb:yy : Allow [F1-7] & [F1-8] fb : yy Actual Dead 11.16 ksi 0.22 ksi 23.10 ksi 23.10 ksi 0.00 ksi 23.10 ksi 23.10 ksi 0.00 ksi Live DL + LL DL + Short 0.00 ksi 11.16 ksi 11.16 ksi 0.00 ksi 0.22 ksi 0.22 ksi 0.00 ksi 23.10 ksi 23.10 ksi 0.00 ksi 23.10 ksi 23.10 ksi 0.00 ksi 0.00 ksi 7.40 ksi 0.00 ksi 23.10 ksi 23.10 ksi 0.00 ksi 23.10 ksi 23.10 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex : DL+LL F'ey : DL+LL F'ex : DL+LL+ST F'ey : DL+LL+ST Max X -X Axis Deflection 11,686 psi 11,686 psi 11,686 psi 11,686 psi 0.926 in Cm:x DL+LL 0.85 Cm:y DL+LL 0.85 Cm:x DL+LL+ST 0.85 Cm:y DL+LL+ST 0.85 at 16.500 ft Max Y -Y Axis Deflection Cb:x DL+LL Cb:y DL+LL Cb:x DL+LL+ST Cb:y DL+LL+ST 0.000 in at 1.75 1.75 1.00 1.75 0.000 ft Leavittidlitssociates Engineers 1324 FierSt. South Nampa, Idaho 83651 Phone: (208) 463-7670 Fax: (208) 463-9040 Title : Image Natio Job # 05118.004 Dsgnr: Kevin Rice Date: 2:53PM, 14 FEB 05 Description :.Sports Authority - Tukwila Scope : Rev: 580007 User: KW -0604159, Ver 5.8.0, 1-0ec•2003 (c)1983-2003 ENERCALC Engineering Software Description 10" STD. Pipe Column Steel Column Page 2 SPORTS ATHORITY TUKWILLA.ECW:Calculations Section Properties P10STD Diameter Thickness Area 10.800 in Weight Ixx Iyy 0.365 in Sxx 11.90 in2 Syy Rxx Ryy Section Type = Pipe 40.42 #/ft 161.000 in4 161.000 in4 29.900 in3 29.900 in3 3.670 in 3.670 in Values for LRFD Design.... J 321.000 in4 0.00 39.400 in3 39.400 in3 0.000 Zx Zy Sketch & Diagram Axial DL = 2.59k Axial U. = Ok Axial ST = Ok Y X 16.59 Y (5): Mx:Top : DL=0, LL.D. ST=18.44k4t (3): X -X Axis Point Load: OL=0, LL=0s, ST4.19k 41 0.59 Leavitt Associates Engineers 1324 St. South Nampa, daho 83651 Phone: (208) 463-7670 Fax: (208) 463-9040 Title : Image National Dsgnr: Kevin Ricl Description : Spo Scope : Job # 05118.004 Date: 2:53PM, 14 FEB 05 uthority - Tukwila Rev: 580000 User: KW -0604159. Ver 5.8.0. 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Steel Column Base Plate Description Column Base Plate SPORTS ATHORITY TUKWILLA.ECW:Calculations ..,.,., . r,..no plop. u.4.... da .&. ® s WS1 ..w.. a_.. .. tb,. General Information PR Or, -.—.rr. --*.rr:r+��-- —•^ r+, uw,nns Loads Axial Load 2.59 k X -X Axis Moment 18.44 k -ft Plate Dimensions Plate Length 16.000 in Plate Width 16.000 in Plate Thickness 0.750 in Support Pier Size Pier Length 24.000 in Pier Width 24.000 in Code Ref : AISC 9th Ed ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 464.0 psi Allow per ACI318-95, A3.1 = 0.3 f'c * Sgrt(A2/A1) * LDF Allow per AISC J9 Plate Bending Stress Actual fb Max Allow Plate Fb 1,125.0 psi 1,312.5 psi Thickness OK 15,413.8 psi 27,000.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 7.707 k Allowable 15.000 k r m,... Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable Stresses Concrete fc Base Plate Fy Load Duration Factor Anchor Bolt Data Dist. from Plate Edge Bolt Count per Side Tension Capacity Bolt Area PlOstd 10.800 in 10.800 in 0.365 in 0.365 in 2,500.0 psi 36.00 ksi 1.000 1.500 in 2 15.000 k 0.785 in2 Baseplate OK Partial Bearing : Bolts in Tension LEAVITT & ASSOCIATES ENGINEERS,INC. 1324 1s` Street S., Nampa, ID 83651 Ph: (208) 463-0333 Fx: (208) 463-9040 JOB /MAGE JVAr,O,NAL - SPa12 Pt4T/4d►2,TY SHEET NO. // n OF CALCULATED BY KEvIN 21 L 6 DATE 21/ Y f C CHECKED BY DATE SCALE WEL-o LoN&6cif onl ; /o'' STD PIPE To eASC- PLATE - LOAD 5 t}EA 2 = 'Nes- Cis /14 oM EN T = 18,(0-1 /c 5Hc4R- oN weW ',Js : Lo A- P LENc, 4 pF wEi-o LE Nem- = 217r = td = TT(io.1.S„4} = 33,3 WS= Lf.Zk 33.4 0, 125- k/,„/ (36NDin' G, ON wELp Wb TI.17 Sw 18. w k -Pr x ►z 2 , -l'1 k/,M (or-i8,,v6 LoirP V1/41s wbz /0 )1" 1 0r 5TD P/PE 0 0 r y,, Pt 16,, k )`" z 2 Z,L/y k/p., v✓ E Li) greeN 4 774 yY (►Y, 05. �s, , = 3,7-1 k,,,,, > z. / / - • • /0 LEAVITT & ASSOCIATES ENGINEERS,INC. 1324 15t Street S., Nampa, ID 83651 Ph: (208) 463-0333 Fx: (208) 463-9040 JOB /M4i1tf NAfie,JAL — SDare- T5 AETN32ITf SHEET NO O OF % 'l / CALCULATED BY K E v, ,J le i c'£ DATE Z / 7 / s CHECKED BY DATE SCALE /'" PIA , 66 C.'rS SFIEA2 c.I3 TENS/6, J COMB,NEO [.aAs. 5 o' Bo OS (065 C,,J t72DC6D a.E FROM 97H ED A/SC ASO �}�CaruR(3Le iENS/on, SrzesS cN FkSrOJ&rt fN ge42/Nf-, TYPE (oMnIEC.peovs Ft= 2.4-1o3 - Zo Ft Ze - 1,3 (y_ y60LT5 Zy, l l k5, 1,1 SE 2a ks� E 4-,707 0,78SY,w 9, S I (c TMLE ,j3,1 Asp Zd k -s 6 k. P, 11' D tq ad Lr A2O.396v,AI Cityot ukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 • PERMIT NO. DATE: W TUKWILA W r ,MaK ©� lits' � ghMUN�iY T PERMANENT SIGN PERMIT APPLICATION rfS4-1 ti -S0 45-617FACetcrec-- Pkter Bueln_ess Name lwl 1M t' a a2 pplicant/Contact Contractor 512 Please print Address of Sign Phone /, 2 S— � ev14 � , �`.t�. 12 60 Address, ity, State, Zip q C)33 Phone EI 5- 4" - �cs..L,a tt -ting 42 — - Raz f 20 t� Address, City, State, Zip �g© Phone 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings oz/Locations of all existing and proposed signs Sign elevations with area calculations and dimensions Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $100 application fee per sign 07, See back of form for examples How many signs will list this business? Freestandi Is your sign a: ❑ Freestanding sign 15 or more feet in height ❑ Pole sign with face 30 square feet or more in area •r Wall sign weighing 400 pounds or more .-800 C jS If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ J84 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) O Structural calculations for the sign shall be prepared by a Washington State structural engineer Did building go through design review? El4s LiNo 5 WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) where he sign will be mounted? (square feet) 187 X 31 -' t 3.5-8 Sign size(square feet) 300 Do sign face residential zones or public facilities? ( Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. Does wall sign weigh more than 400 pounds?(Y/N) Sign illumination (internal/external/none)L ffIX.t5r 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. Height of building (feet). Generally, signs may not be higher than the building with which they are associated • `_ X1%1 stt 5i Size of sign face (square feet). Structural review is required for pole signs with faces 30 1 square feet or more in area Pi. - �a02 o t'3 Pt �j - Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. r' Distance from closest edge of sign to property lines (feet). Generally, signs must be set from all property lines a distance equal to their height. a"t re*Sfl`l5 3/1,1 Number of sign faces .fq 2P� 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 Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information rnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable rgquirements of the City of T ila will be met. Date Zoning: 2 S Z21,2oe� (S;• ature of owner or orized agent) Phone Planning review by: 0 Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: 0 Denied 0 Approved 0 Approved with conditions RECEIVE') rwa 0 4 2005' DEE OPMENT - Signchart • Exterior Recommendations Ezisiting Signage - Sign: No: Sign Type: Face Material: Graphic Material: 001 Other Metal Other Height: 0„ - 14'- 0" Width: Depth: Overall Above Height: Illuminated: Electrical: Manufacturer 32'- 0" Internally Illuminated Electrical Power within 8' Proposed Signage - Action Code: Remove/Replace Sign Type: Custom Description: Custom Goal Post Retrofit Required Site Work Message Face A: Message Face B: Restoration: ro,\c).)- Site Num Page 6 of 11 Comments: Perforated non -illuminated badge w/ black tubing frame at 300 sq.ft. Full color illuminated letters attached to perforated frame. Fabricate new steel goal post structure to hold sign paint finish to match existing. Mount new goal post to existing columns. Field verify all retrofit dimensions prior to fabrication. Repaint lower three black and lower three gray stripes on concrete columns to match existing.Repaint lower three black and lower three gray stripes on concrete columns to match existing. 'See last page For Legal Disclaimer Monigle Associates, SignChart RECEIVED MAP 0 4 2005 >rrvri.u�'i1leNT • City of Tukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tikwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 2623049110 Address: 17450 SOUTHCENTER PY TUKW Suite No: Permit Number: S05-017 Issue Date: 03/07/2005 Permit Expires On: 09/03/2005 Business Name: SPORTS AUTHORITY Phone: Address: 17450 SOUTHCENTER PK, Property Owner: Name: Address: Contact Person: Name: JIM MINAR Address: 815 8TH ST Phone: Phone: 425 822-1200 3'o— — `et,-sec3L-1 Contractor: Name: SIGN FACTORY, INC, THE Phone: 425-822-1200 Address: 815 8TH ST DESCRIPTION OF WORK: One wall sign and refacing a freestanding sign for Sports Authority. Fees Collected: $284.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 6358 0 0 0 Wall Sign Size (sq. feet): 300 0 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 0 0 Building Height (feet): 0 0 Sign Size (sq. feet): 10 0 Sign Height (feet and inches): 25' 0" 0' 0" Setback (feet): 25 0 Number of Sign Faces: 2 0 Planning Division Authorized Signature: �--'--,---°--- �� Date: ,�j— `—` — C j � 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. SITE INSPECTION (PLANNING) File No. S05-017 Name of Tenant: Sports Authority Sign Address: 17450 Southcenter Parkway Date Photo Taken: 09-06-05 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of Comments: Make new site visit and take photo by (date) GELDED JOIN LINE. ACCESS HOLE FOR SPHERE ATTACH-1ENT. 2 IR• ()SPHERE SECTION SCALE: 3/4"-1'-0" SIDE VIEW CO VIEW 33'-2 US' 23'-6" SCALE. 1/4'•I' -1p' NOTES: 1. 2" ALUM. S0 TUBE FRAMEWORK TO BE EXPOSED AND PAINTED SILVER (COOL METALLIC) - MATHEWS MP -18101 2 BOX RETAINER (SEE DETAIL PAGE P-2) TO BE PAINTED BLACK (SINGLE JET) - MATTHEWS MP -41306 3 .063 PERFORATED ALUM. PANELS. 1/8" DIA. HOLES 3/16" STAGGERED - ATTACHED TO PAINTED 2" 50 TUBE FRAMEWORK (SEE DETAIL PAGE P-2) - PAINT SILVER (COOL METALLIC) - MATHEWS MP - 18101 4 STD 42/24 LED ILLUMINATED CHANNEL LETTER SET - MOUNT TO PERFORATED ALUM FACE PANEL - SEE DETAIL PAGE P-2 5 NEW 10" STEEL PIPE (A53 - GRADE B) UPRIGHTS PAINTED Devo 2H-396 (Arctic Irmine) + MATTHEWS-Brushed Alum. PLATE AT BOTTOM AS INDICATED FOR J -BOLT ATTACHMENT 6 NEW ROLLED 12" PIPE (CROSS MEMBER: (A53 _ GRADE 8) - PAINT Devo 211-39G (Ardis Irmine) + MATTHEWS - Brushed Alum. W/ CLEAR GUARD - COPE OUT, SLEEVE OVER 10" UPRIGHTS 8 WELD AS SHOWN - CAP ENDS. 7. 18" DIA. SPUN ALUM. FINNIALS - SEE DETAIL THIS PAGE - PAINT RED MATTHEWS MP -10844 L=34'-0 5/8° 1/4' PIPE SLEEVE DETAIL SCALE: 3/4"=1'-0" 114"►� EQ IALEAVITT 8 ASSOCIATES ENGINEERS, INC. STRUCTURAL . CIVIL SURVEYING C3'1ELEVATICN 21'-7" CIC (VERIFIED) 32•-2 VS' a 2.1 EXISTING SIGN AREA = 224 SQ FT NEW SIGN AREA = 228 SQ FT SCALE. V4'•1'-0' 1/4' DIA. TYP. 4CC1.414ECTION PLATE DETAIL SCALE: 1 EQ 10" UPRIGHT PIPE - RUNS THROUGH 12" CROSS PIECE PIPE 12" CROSS PIECE PIPE WELD ALL AROUND JOINING AREA 0 *NOTE: 1" 1 -BOLTS ON 13" C/C 0 101 3/4" STEEL PLATE - A36 • n -111• w a.W, a• SEYEML OFFICES: 0411 WE 11 EOL O 10511 IMPURE: 1411 512 10 51 47115 10-4171 OA: URI 5241,05 11.1. 1.I. • W 16Y 106211101111'2111 0 LUSO 12001111010. GYN -611 Mill MOST Y 011111000.10 EU WO 21.1111 1101005x1 6 a Ea 011705 WH P. uw 45512 W1 wa aGd35 PE R11 111 a0 AB 1E1111 '10012 00111►W SA-555-GF.011605-15 R5 02/16j05 MED 11W101 03 CA P-1 ©2005 Image National, Inc. Ihis design is on original work of authorship by Image Notional, Inc. ("Image') which owns the copyright protection to This design os provided by the copyright lows of the United Slates (title 17, U.S. Code). All rights are reserved by Image and, until the use of this design is oulhorired by Image in wailing, Image owns the ex lusive rights to: a) reproduce this design in copies, in graphic form or as o sign; b) prepare derivative works bused upon the design; c) distribute copies of the design by sole or other transfer of ownership; and d) display the design publicly. 31.4" Plate Steel Mounting Plate .'.' ?::: • ,f k • „ , .,,,, , Attached Top o am{,___— 4" 1-1 SIDE VIEW -11k- NOTE: NOTE: SEE RETAINER DETAIL THIS PAGE @TOP VIEW 2" HORIZ. 50 TUBE ALUM. RACEWAY CAP (REMOVABLE) LED TRANSFORMER/WIRING 2" HORIZ. SO TUBE 49" 46" .063 PERFORATED ALUM. PANELS - CHANNEL LETTER (SIDE VIEW) Wireway Detail Stole: 1" =1'-0" 2" VERTICAL SO TUBE SUPPORTS 23'-6" 46" 46" 46" SCALE: 3/r"=1'-0" 063 PERFORATED ALUM. PANELS Retainer Detail Scale: 1 ''A" =1'-0" 2" SO TUBE VERTICAL SUPPORT MECHANICAL FASTENER 49" LEAVITT & ASSOCIATES ENGINEERS, INC. STRUCTURAL. • CIVIL SURVEYING ®ELEVATION SCALE: 3/01"=1'-0" NOTES: 1. 2" S0. TUBE FRAMEWORK TO BE EXPOSED AND PAINTED SILVER (COOL METALLIC) - MATHEWS MP -18101 - ALL WELDED ATTACHMENT (VERTICAL MEMBERS TO PERIMETER FRAMEWORK) 2. BOX RETAINER (SEE DETAIL) TO BE PAINTED BLACK (SINGLE JET) - MATTHEWS MP -41306 3. .063 PERFORATED ALUM. PANELS. 1/8" DIA. HOLES 3/16" STAGGERED -ATTACHED TO PAINTED 2" 50. TUBE FRAMEWORK - PAINT SILVER (COOL METALUC) - MATHEWS MP -18101 4. STD 42/24 LED ILLUMINATED CHANNEL LETTER SET - MOUNT TO PERFORATED ALUM FACE PANEL. MOUNT BY BOLT & WASHER - SECURE INTO VERTICAL SO TUBE & WIREWAYS WHERE POSSIBLE 5. 6" X 2' ALUM. RACEWAY W/ REMOVABLE BACK PAINTED SILVER (COOL METALLIC) - MATHEWS MP - 18101 - SEE DETAIL 6. 3/4" STEEL HORSESHOE MOUNTING PLATE PAINTED SILVER (COOL METALLIC) MP -18101 0'-11—_—t NOTE: COPE OUT PLATE FOR 10" PIPE 00 314" O.D.) (V-13/8" 0'-13/8" Horseshoe Mounting Plate Detail Scale: 1 1/2"=1'-0" (2) 3/4" PLATE STEEL MOUNTING PLATE ATTACHED @ BOTTOM OF FRAME 11/8" COUNTER BORE HOLES @ BOTTOM OF S0. TUBE FRAME COUNTER BORE HOLES FOR BOLT ACCESS - (2) POLE ATTACHMENTS Retainer Detail 3" RETAINER X 2" BOX X 4" RETURN TO COVER COUNTER BORE HOLES (NO VISIBLE ATTACHMENTS) Scale: 1 1/2'=1-0" • n b. ,. 1y., mw.., 0...1...111., .. eum"10 t tiw uil n. •w1i11 C/111/1111111141,1111 . 140101CC41111u. CAUL • 1111141111011 00 Gig 111111116.111 1134444 mall 11 0111111111 11 s aialtbu.,:� M1. 144 011705 3111111 xy 44381343 .DJ rx 341114416 uu M MIR >x cu ItNa 434111110 a/0W 10012 11111111M SA-5SS-GP-021405.15 R5 02/16)05 WES NI P-2 ©2005 Image National, Inc. This design is an original work of authorship by Imoge Nahanni, Inc. ("Image") which owns the copyright protection to this design as provided by the copyright lows of the United States (tills 17, U.S. Cade). 00 rights are reserved by Imoge and, until the use o this design is authorized by Imoge in writing, Imoge owns tit ex lusixe lights to. a) reproduce this design in copies, in graphic form or as a sign; b) prepare derivative works hosed upcin the design; c) distribute copies of the design by sale or other transfer of ownership; and d) display the design publicly. ,. NOTES: n• - 0 0 1. CHANNEL LETTER FACE TO BE 3/16" WHITE TRANSLUCENT ACRYLIC (ARMEE #015-2 WHITE SG ). FIRST SURFACE DECORATE WITH 3M FILM__ 5 #3432-33 RED. GU10ILL eIf6ER uu.ulau row/ u°l nitrama: lilt Sit Ini -184) }44-ria w: Rai n51115 �{ 17'-7%* O 2. 1" BEAK 1EWElIIE (SPORTS)11 (AUTHORITY) I m D 1 ` I 0 3. .040 PRE-PAINTED GLOSS FINISH BLACK RETURNS - WHITE INSIDE AUTHORITY 4. LEITER BACKS 10 BE .040 ALUM. (SPORTS) .040 (AUTHORITY) PRE-PAINTED FINISHED WHITE e4 Irl.-ILLI,w aruru to e,ae ewuu Au010wL1i5. awp1erW, ,4900S/F IO •Scole:l/8=1-0" vgi. j ■ 0 r 100 SQ R Plex Face Channel Letters w/ Internal LED Illumination©6. FABRICATED WIREWAY - SEE DETAIL PAGE P-2uviol-u4uusrrmt SEALBUSHINGASREOUIRED(NOTSHOWN).o.muse, O1. H00110NTAL ANGLE (TETTER SUPPORT)to © 8. LETTERS TO8E ILLUMINATED WITH RED [ED'S TOBE 6(1(081 TETRA RED/RED 1(0 SYSTEM. ARRAY IN LETTER PER MANUFACTURER'S RECOMMENDATIONS ALL TRANSFORMERS TO PROVIDE EVEN ILLUMINATION ACROSS LETTER FACE WITHOUT HOT SPOTS ARE CONTAINED OR SHADOWS. WITHIN THE WIREWAYS 10. ATTACH TO H0RI1 ANGLE SUPPORT BEHIND .125 PERFORATED ALUM SIGN FACE r 4e0)1/05 IMP ,� ti =DIM Y 11 u„gym ,� u roasuw _ 11. GELCORE Ps3 8/00 Ps4 LED TRANSfORMERS AS REQUIRED SECTION LED SYSTEM rx `� I SCALE: 11/2• =1'-0• AMU u q 4w4a 100 2 au11f Cai SA-5550-011605.15 42” SPORTS 24" AUTHORITY (� J. _if_ �LLAUT1[H[OR{1''T `-� Scale: 1/4"=1'-0" SO /)L� R5 o2/TB/o`! 11,11 WF a #555 SPORTS F 17450 Southcenter Pk AUTHORITY Tukwilo, WA 5co e: 1/4"= ('-0" 'A 6'-6" LEG 1 TRANS. #1 'U" 7'-0' LEG 1 TRANS. #1 S" 19'-0' LEG 1-2 TRANS. #1 'P" 21'-0' LEG 2-3 TRANS, #1 O" 23'-10 LEG 4-1 TRANS. # 1 #2 R" 27'-T LEG 1-2 TRANS. # 2 T" 19 -6' LEG 3-4 TRANS. # 2 19'-0" 1 'T' 6'-4" LEG 2 TRANS. #1 'H" 10'-0" LEG 2 TRANS. # I 'O' 8'-4' LEG 3 TRANS. # 1 'R" 9'-10' LEG 3 TRANS. #1 'I' 4'-8" LEG 4 TRANS. #1 T 6'-4" LEG 4 TRANS. # 1 195'-2' TOTAL LED (3) Ps3 TRANSFORMER (1) Ps4 TRANSFORMER 3.5 TOTAL AMPS L EAVITT S ASSOCIATES ENGINEERS. INC. STRUCTURAL •CIVIL S" LEG TRANS. (P54)• 129'-6" LEDS (2) Ps3 & (l) Ps4 Transformer 2.5 AMPS 'Y" 6'-8" LEG 4 TRANS. #1 65'-8' LEDS 1 .0 AMPS SURVEYING �. ,_,_, .,,,,....,m ... ,,,.,�. p-, P-3 2005 Image National, Inc. This design is an original work of authorship by Image National, Im. ("Image") which owns the copyright protection to this design os provided by the copyright lows of the United States (title 17, U.S. Code). 4)) righls are reserved by Image and, until the use of this design is authorized by Image in writing, Image owns the ex lusive rights to:. o) reproduce the design in copies, in graphic form or os a sign; b) prepare deriwtive works bused upon the design c) distribute copies of the design by sale or other tronsfer of ownership; and d) display the design pubhdy. WELDED JOIN LINE. ACCESS HOLE FOR SPHERE ATTACHMENT. 2 1R' 1111� SPHERE SECTION SCALE: 3/4"-I'-0" I'-6' EXPIRES: 6 / 19 / 1PCICtor SIDE VIEW •1-.1 SCALE: 1/4'•4'-0' OTOP VIEW 33'-2 1/8' SCALE: 1/4'.1'-m' 23'-6" / 21'-T EO NOTES: 1. 2" ALUM. SQ TUBE FRAMEWORK TO BE EXPOSED AND PAINTED SILVER (COOL METALLIC) - MATHEWS MP -18101 2. BOX RETAINER (SEE DETAIL PAGE P-2) TO BE PAINTED BLACK (SINGLE JET) - MATTHEWS MP -41306 3. .063 PERFORATED ALUM. PANELS. 1/8" DIA. HOLES 3/16" STAGGERED - ATTACHED TO PAINTED 2" 50 TUBE FRAMEWORK (SEE DETAIL PAGE P-2) - PAINT SILVER (COOL METALLIC) - MATHEWS MP - 18101 P18101 4. STD 42/24 LED ILLUMINATED CHANNEL LETTER SET - MOUNT TO PERFORATED ALUM FACE PANEL - SEE DETAIL PAGE P-2 5. NEW 10" STEEL PIPE (A53 - GRADE B) UPRIGHTS PAINTED Devo 2H -39G (Arctic Irmine) + MATTHEWS-Brushed Alum. PLATE AT BOTTOM AS INDICATED FOR J -BOLT ATTACHMENT 6. NEW ROLLED 12" PIPE (CROSS MEMBER: (A53 - GRADE B) - PAINT Devo 211-39G (Arctic Irmine) + MATTHEWS - Brushed Alum. W/ CLEAR GUARD - COPE OUT, SLEEVE OVER 10" UPRIGHTS & WELD AS SHOWN - CAP ENDS. 7. 18" DIA. SPUN ALUM. FINNIALS - SEE DETAIL THIS PAGE - PAINT RED MATTHEWS MP -10844 1/4" R=35'-3" L=34'-0 5/8" 1/4" o -\ 00' 00090 EQ PIPE SLEEVE DETAIL SCALE: 3/4" =1'-0" I' -4' EAVITT & ASSOCIATES LS ENGINEERS. INC. STRUCTURAL * CIVIL SURVEYING rr.o r :,.:a_ 33 ;40K ;7o rax< )br OELEVATION 32'-2 1/8' EXISTING SIGN AREA = 224 SQ FT NEW SIGN AREA = 228 SQ FT SCALE: 1/4'.1'-0• EQ 10" UPRIGHT PIPE RUNS THROUGH 12" CROSS PIECE PIPE 12" CROSS PIECE PIPE WELD ALL AROUND JOINING AREA *NOTE: 1" J -BOLTS ON 13" C/C 0 o 4 w I/T P. IgA2 ®CONNECTION PLATE DETAIL CON► utt SCALE: 1.II—m' potEL 3/4" STEEL PLATE - A36 n Image National. Inc. An Electric Sign Canparry www. Inlagenat i011.11,0111 GENERAL OFFICES: 444 E. ANSI 411 6012.0 43116 TEIEPNONE: tan) 5124051- (1118) 34540211 ELL: (2011136.9406 ®UNDERWRITERS IARORATATORIEE MOO p0 O.S.II PR. • AU. SIGNS 0000000/ TO 44482171 6 LABELED ACCOB01NG1J CANADA • AIL SIGNS MUST BE CAS COMAE II@ PIAEI 1E011E11 FIAT Ill #431115.111 m #431115-012 This sign is intended to he install- ed in accordance Will the require- ments of ktlde 600 of he Na- tiasml Electric Cade and/or appli- cable local codes. This includes proper grounding and banding of the sign 011705 0001080 NNW an WWII EIEC 10081 EIINUI06: 10081 11111 00040108: 101181 0811 CR 0081 an S0SOE00 Aa: oNEEAE: 1 001 2 091E018UM SA -555 -GP -071605-R5 R502/WM 16/05 PBIJECE LICATI06: PROJECT LIRE: Er.4, (DH P-1 ©2005 Image National, Inc. This design is an original work of authorship by Image National, Inc. ("Image") which owns the copyright protection to this design as provided by the copyright lavas of the United States (title 11, U.S. (ode). All rights are reserved by Image and, until the use of this design is authorized by Image in writing, Image owns the ear lusive rights to: t .__._i..._.e:_ ��:__ :_ ___:_ :_ _.__L:. t_._ _. _ t-. - L► davit/rail. runrr r 6nrari rrnnn t6. dnrann..l dktrihtda rnniac of the dncinn by cola nr nther trnncfar of nwnarchin• and dl disnlnv the design nublidv.