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Home My WebLink AboutPermit S05-061 - BAYVIEW LIMOUSINE SERVICEBAYVIEW LIMO 15701 NELSON PL S05-061 City of fukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 0005800026 Address: 15701 NELSON PL TUKW Suite No: PERMANENT SIGN PERMIT Permit Number: S05-061 Issue Date: g icilcro Permit Expires On: 217 SIyOZ) Business Name: BAYVIEW LIMOUSINE SERVICE Phone: Address: 15701 NELSON PL, TUKWILA, WA 98188 Property Owner: Name: NELSON PLACE INVESTMNTS LLC Phone: Address: 903 MCDONALD RD Contact Person: Name: JOSE MARTINEZ Phone: Address: 6545 5TH AVE S Contractor: Name: Address: Phone: DESCRIPTION OF WORK: ONE WALL SIGN 30 SQ FT AND ONE FREE STANDING SIGN 75 SF PER SIDE, MAX Fees Collected: $200.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 120 0 0 0 Wall Sign Size (sq. feet): 30 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): 20 0 Sign Size (sq. feet): 75 0 Sign Height (feet and inches): 20' 0" 0' 0" Setback (feet): 20 0 Number of Sign Faces: 2 0 Planning Division Authorized Signature: ;#4.7rtp Date: ila--bef-DS---- 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 S05-061 Printed: 08-25-2005 City orukwila- o. SCJ - o Department of Community Development fVr° 7—`) 5 6300 Southcenter Boulevard, Suite 100 QT€• Tukwila, Washington 98188 ��''�t� ,?g'fi5 206 431-3670 Com PERMANENT SIGN PERMIT APPLICATION l%IOA) L(�D ] 7Please ez_I� %`d p 1 2L6 -ZZ -G � v, usiness Dame Address of Sign Phone 6 ii1Af i 4A/A7_ bC 5--- f Ai/— s4 WA��1pj z - 5-Yzv 7 A scan Contact Ad ress, City, Sta e, Zip Phone 67- 4AP DisI 65 -5 kV& /4-- W/- 5 .s -'7i" 206-iK '- Contractor Address, Ci y, St e, ip Phone CHECKLIST 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • 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 See back of form for examples How many signs will list this business? Freestanding Did building go through design review? 0 Yes Flo 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) O Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION Wall / WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) where the sign will be mounted? (square feet) Zo X 60 Sign size(square feet) :3 O 0 Does sign face residential zones or public facilities? (Y/N) 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) lr1 Sign illumination (internal/external/none) t T\f1 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. 3 DQ / Height of building (feet). Generally, signs may not be higher than the building with which they are associated lig Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area •--' " am Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. , ad Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. 20 1 Number of si • n faces 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 Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of petjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila wi'•e met. ( �'—tLS Date Si. ature of owner or authorized agent) 206' frf—il2b Phone FOR OFFICE USE ONLY Zoning: Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required?es 0 No .l (q,-1Iow 16 G:\APPHAN\SIGN.APP\Permsign. doc Structural review by: O Denied ,%Approved 0 Approved with conditions Revised on 12/20/01 ila Train Sign . Area • H•ob.b' Y ISign Area Is calculated by constructing a polygon around • the •sign using right angles., Big Store \ \ \ \ \ \ \\ \ \ \ \ .� \ \ \\ \` \ \ \ \ \ \ ..\\\ \ \ ` 4 1f=�' I1I111111 Building Elevation • Wall Area Is calculated by multiplying the lehglh and height of (he tenant space. 1.-11.11111111n.p'ipP,1111111 N1 •1. Wail Valley IIwy. Property Lines SJTEILEASING PLAN to Pian L �1 • r'•1 •ll IOM, now 11 Int k M111 tttit Iw ttttt /V\11111 IMI ,llet010I1 11111 ,I,,., .1111 01 911 •tttllI 11111.111 • r v., tvr aASI 11N9 rwo 1 sn•totlrin 11.111110 M I11*C01.1111011 ^�,rn1■COMO, �.1 RP 11111.0IWW1 • 111%VW./IC1 940111,11O IWN111,011110 let 110.111019.1/111010.10 IIIc 101.1 11 /Cl0 9010.0 ,.Cu It IoIot. MO09 t OI%Il110 army, 1,01 111110 eO111 sont0.ntai wetl Wall Mount Detail For all wall mounted signs over 400 lbs: Y1. 1991. Vrt w•1te1w m •Cut /wO �'1T,lu1tlp 9U IS Ie11J w/ +/1. 11L1( 1147f -PIR ct— 1%L• m 'GUI j0. roUi G.T¢1'r!1 9/4•.11_ O• TrI Footing Detail )w applicant space and all existing & proposed signs. For all Freestanding Signs EXAMPLE OF RFOI IIRFn INPTIRMiTIC M City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT Parcel No.: 0005800026 Address: 15701 NELSON PL TUKW Suite No: Applicant: JOSE MARTINEZ Permit Number: S05-061 Status: PENDING Applied Date: 08/08/2005 Issue Date: Receipt No.: R05-01165 Initials: KD User ID: ADMIN Payment Amount: 200.00 Payment Date: 08/08/2005 03:24 PM Balance: $0.00 Payee: JOSE MARTINEZ TRANSACTION LIST: Type Method Description Amount Payment Check 2179 ACCOUNT ITEM LIST: Description 200.00 Account Code Current Pmts SIGN PERMIT 000/322.100 200.00 i� Tota I : 200.00 Pay mall- - re c e i ✓ i c#z ®o • c D) IS correct AfflvvnJ1 . An u/Ir-6c - /GGtuA/t�,e of $ gq.4z WA5 a.��d j - fla m/7& 4U Sf Lt,Gfvr4.l ve.1'i. /'t w 4p p l Mk w' dr'w 2. p404/Y- Lefre sgvveAvre-1 was rfl td ems(. t app licafrrt have' 1,414 fire. 4LFern4l5 .ys.1 . 5891 08/09 9716 TOTAL 200.00 doc: Receipt Printed: 08-08-2005 • Armour Unsderfer Engineering, Inc. 13456 SE 27th Place, Suite 200, Bellevue, WA 98005 Phone (425) 614-0949 Fax (425) 614-0950 STRUCTURAL CALCULATIONS For: Project: Bayview Limousine Service Sign Location: Tukwila, WA AUE Job No. 5224 Client: Mr. Jose Martinez Graphic Display 6545 5th Ave. South Seattle, WA 98108 WIRES: 2-23-07 By: Bill Armour, P.E., S.E. • Armour Unsderfer Engineering, Inc 13456 SE 27th PI, Suite 200 Bellevue, WA 98005 Phone: (425) 614-0949 Fax: (425) 614-0950 TO: Graphic Display 6545 5th Ave South Seattle, WA 98108 LETTER OF TRANSMITTAL DATE: 8/21/05 AUE JOB NO.: 5224 ATTN: Jose Martinez RE: Bayview Limousine Service Sign [ ] Civil [x ] Structural We are sending you [x ] attached [ ] under separate cover via Mail the following items: 0 shop drawings [ ] copy of letter [ ] prints [ ] plans [ ] samples [ ] specifications [ ] change order [ ] other: Copies Originals No. of Sets Description 1 Sealed Structural Calculations The above listed items are transmitted as checked below: [ ] for approval [ x] for your use [x ] as requested [ ] for review and comment Remarks: [ ] reviewed [ ] reviewed as noted [ ] returned for corrections [ ] other: Copy to: File Signed: Thanks! [ ] resubmit copies for approval [ ] submit copies for distribution [ ] return corrected prints ill Armour P.E., S.E. Pipe supporting a 12'-0"x7'-3" sign, max overall height is 20'-0" above soil 8" diameter standard pipe column extend to within 3" clear of bottom of footing MATERIAL PROPERTIES - min. concrete strenth is F'c=2500 psi - max. w/c=0.47 - Reinforcing to be grade 40 Fy=40,000 psi - Reinforcing may be "tack" welded together Centerline of pipe and footing Embed footing into firm native soil 7'-6" Embedment 3" clr typ / / 2'-6" diameter 4 ► =1_11= #4 1I I- #4 circular ties at 8" o/c, (3) ties at 4" o/c top (8) #4 vertical, space equally around perimeter NTS 12'-0" x 7'-3", 20'-0" TALL SIGN BASE AND COLUMN Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614-0949 Project: Bayview Sign Base Address: Tukwila, WA Client: Graphic Display Sign Co. Pg. No. SK - 1 Date: 8/18/05 Job No.: 5224 2003 IBC - POLE EQUATICIP version 1.0 CLASS OF MATERIALS ALLOWABLE LATERAL BEARING LBS/FT^2/FT • ALLOWABLE BEARING LBS/FTA2 1. MASSIVE CRYSTALLINE BEDROCK 2.SEDIMENTARY & FOLIATED ROCK 3.SANDY GRAVEL &/OR GRAVEL 1200 400 200 12000 4000 3000 (GW AND GP) 4.SAND, SILTY SAND, CLAYEY SAND, 150 2000 SILTY GRAVEL & CLAYEY GRAVEL (SW,SP,SM,SC,GM,GC) 5.CLAY, SANDY CLAY, SILTY CLAY, 100 1500 CLAYEY SILT (CL,ML,MH,CH) NONCONSTRAINED CONDITION AT GROUND SURFACE "P" LATERAL LOAD (LBS.)= "H" HEIGHT OF LOAD ABOVE GROUND (FT)= ALLOWABLE LATERAL SOIL BEARING= "B" DIAMETER OR DIAGONAL DIMENSION OF EMBEDDED POLE (FT)= "D" TRIAL DEPTH OF EMBEDMENT (FT)= 808.00 16.00 133.00 2.50 EFFECTIVE LATERAL BEARING PRESSURE= CALCULATED DEPTH= 333 PSF 7.54 FEET TRIAL EMBED. WITHIN 5% -OK 7.50 CONSTRAINED CONDITION AT GROUND SURFACE "P" LATERAL LOAD (LBS.)= "H" HEIGHT OF LOAD ABOVE GROUND (FT)= ALLOWABLE LATERAL SOIL BEARING= "B" DIAMETER OR DIAGONAL DIMENSION OF EMBEDDED POLE (FT)= "D" TRIAL DEPTH OF EMBEDMENT (FT)= 808.00 16.00 133.00 2.50 EFFECTIVE LATERAL BEARING PRESSURE= 732 PSF CALCULATED DEPTH= 5.48 FEET 5.50 ITRIAL EMBED. WITHIN 5% -OK Armour Unsderfer Engineering, 13456 SE 27th PI Ground Surface ., Ste. 200, Bellevue, WA 98005 (425) 614-0949 Project: Bayview Sign Address: Tukwila, WA Client: Graphic Display Pg. No. 5 Date: 8/18/05 Job No.: 5224 • • Actual Sign Dimensions - Aproximately 12'-0" x 7'-0" with centroid at 16'-0" above the ground Area of Top Sign = 72.00 psf Top Sign Centriod = 16.00 ft Area of Lower Sign = 0.00 psf Lower Sign Centroid = 0.00 ft Overturning Moment at Ground Level = 12,931 lbs Equivalent "P" and "H" for use in Pole Equation Pipe Design P= H= Try 6" dia. std. 808 lbs 16.00 ft Fb = Deflection at top= S = 8.5 1= 28.1 18,256 psi 2.34 inch 2U 164 Use an 8" dia. Std. Pipe Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614-0949 Project: Bayview Sign Address: Tukwila, WA Client: Graphic Display Pg. No. 4 Date: 8/18/05 Job No.: 5224 -1 ASCE Wind Method 2 Analytical Proceedure per ASCE 7-02 Top of Sign Height = V= 85 MPH Iw= 1 p. 73, Table 6-1 Exposure B p. 28, 6.5.6.2 qh=0.00256*Kz•Kzt•Kd•V^2•I = p. 31, 6.5.10 Sign Area 72 20 feet sq. ft. 11.01 Kd= 0.85 Kz= 0.7 Kzt= 1 psf p. 76, Table 6-4 p. 75, Table 6-3 p. 47, Figure 6-4 Final Wind Pressures = qzGCf p. 34 Sec. 6.5.13, Eq. 6-25 30, 6.5.8.2G= 0.85 Cf= 1.20 Final Wind Pressures = 11.23 psf p.70, Fig 6-20 10 psf min. Final Wind Force = 808 lbs Wind Governs Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614-0949 Project: Bayview Sign Address: Tukwila, WA Client: Graphic Display Pg. No. 3 Date: 8/18/05 Job No.: 5224 • • Lateral Loading Architectual, Mechanical and Electrical Components and Systems & Concrete/Masonry wall anchorage RE: ASCE 7-02, Section 9.6 Pg 167 Unit: Sign Reference Drawings: Variable Definition N/A Value Units Reference (ASCE 7 UNO) Page Seismic Design Category D Table 9.4.2.1a (Per 9.6.1 ASCE 7-02 "components shall have the same Seismic Design Category as that of the structure") Non -building structures supported at grade: 131 Section 9.6 157 Section 9.14 186 Rp Response Modification Coefficient 2.5 1 For architectural components Table 9.6.2.2 162 For mechanical & electrical components Table 9.6.3.2 166 Omega Overstrength Factor 2 Table 9.14.5.1.1 190 Cd Deflection Amplification Factor 2 Table 9.14.5.1.1 190 Ss Mapped max EQ response spectral I ± _ — 1 response acceleration short period 1.420 %g Figure 1615(1) 304/305 Sd. Spectral acceleration, short period 0.490 %g 9.4.1.2.5 129 ap Component amplification factor 1 Table 9.6.3.2 166 Per 9.6.1 ap = 2.6 for non building structures with flexible dynamic charactorlstics and ap =1.0 for non building structures swath rigid dynamic charactorlstics 157 1P Component Importance factor 1 9.6.1.5 160 WP Component operating weight 710 Pounds W Component dead weight 710 Pounds z Height In structure of point of attachment with respect to the base. For Items at or below base z shall be taken as O. 20 Feet 9.6.1.3 159 h Avg roof ht of structure re: base 20 Feet 9.6.1.3 159 zlh Value of at need not exceed 1.0 1.000 9.6.1.3 159 kg Height to unk center of gravity 198 Inches Equations Fp a 0.4apSreWp RAP (1+2 z/h) Fp Is not required to be taken as greater than: Fp = 1.6 Sds Id yllp Fp shall not be taken as less than Fp 0.3 Sd. IP W. Governing Fp (ASD) (Omega not included ) Governing Fp (ASD) (if period Is less than 0.06 Sec) 167 Pounds Eq 9.6.1.3-1 556.64 Pounds Eq 9.6.1.3-2 159 159 104.37 Pounds Eq 9.6.1.3-3 159 Pounds Pounds Eq 9.14.5.2 192 Notes: The force (Fp) shall be applied independently longitudinally, and laterally In combination with service loads associated with the component. 159/160 - Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614-0949 AUProject: Bayview Sign Pg. No. 2 Address: Tukwila, WA Date: 8/18/05 • • iVr- 014 )1c:.1(9.0V T0T L e O I; PQ + 2_ A -2_+A-3)($2.118.; 71,g (f.4..z. -11 _. fit, 0,249 . &� 0,5 aO,S 013) +2x(1,67)(4)+.. Cs,►d - 4t 0,949. a 35 A O. i �Y) t -Lx G. (;8.K.12,15 2) 4-5-84(v2-75-÷7-, , E7� Armour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: {vi` G -46..i0 Eng. MC_ Pg. I Address: vi �� i(yt, v./ 4- Ver. Client: � E/lc l �^ per" pI Date: oe,%/ht ob No. 5224 '110,1 C11 13 114 rrnt C01,141(1141 AVV,, ,�, , ,, ,.1111, ,. C0M, N ,„N Sign size and colors NTS .080 aluminum letters welded to .080 aluminum square raceway ENLARGED DETAIL 60'-0" building size Front view EAST ELEVATION as noted x1,5"x3/16" steel angle 4each Wx5" concrete lags and shields Existing concrete EXISTING CONCRETE . STRUCTURE GROUND 4 Install Details NTS R CEV ,P rauG 2 a 20Ti COMMUNITY DE!lELOP ERt ; GRAPHIC 6545 5th Avenue S. Seattle, WA 98108 D #� (206 849-4209 SIGN COM LIMOUSINE SERVICE 11111111 Bayview Pole Sign - Front View Scale 3/4' 1'•0' Sign Size and Color Detail NTS Specifications: "Bayview" open pan channel letters painted Light Blue (outside returns) & painted Black Interior of Tetters. Letters to be internally illuminated by open exposed clear Red neon. Letters to have White aluminum outline around pan. Background to be aluminum with brushed finish & painted black finish. Blue can be either large format printed vinyl (non -illuminated) or White lexan with large format printed backlit vinyl (illuminated) with routed face. Backlit would be Internally illuminated with 800 ma H.O. fluorescent lamps. "Limousine Services" to be aluminum painted Black with routed out letters backlit by White lexan & 800ma H.O. fluorescent lamps. Optional: Trim cap face with Black vinyl applied to face. 9°i 4105di, 02005 MapQuest.00m, Inc. S 156th St Longacres KV 02005 NAVTEQ Ot LL a N E Q� 2 0) w V 0 al c 0 —J `300ft v Vicinity Map NTS b 0 Pole sign to be 20'-0" from property line 120 feet by 60 feet building Longacres Way Plot Plan as noted RECENED AuG23vg GOMMUNITY DEVELOPikilEWT GRAPHIC 6545 5th Avenue S. DISPIaAm Seatde, WA 98108 SIGNCOM►' J.,,i(206 849-4209