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HomeMy WebLinkAboutPermit S05-040 - HOMESTREET BANKHOMESTREET BANK 130 ANDOVER PK E 505-040 City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 0223100040 Address: 130 ANDOVER PK E TUKW Suite No: PERMANENT SIGN PERMIT Permit Number: S05-040 Issue Date: 05/17/2005 Permit Expires On: 11/13/2005 Business Name: HOMESTREET BANK Phone: Address: 130 ANDOVER PK E, Property Owner: Name: KANG HEE YEOL & SEE JEE Phone: Address: 1550 ALKI AVE SW #500 Contact Person: Name: SHAWN BOWEN Phone: 206 223-1122 Address: 2730 OCCIDENTAL AVE S Contractor: Name: TUBE ART DISPLAYS INC Phone: 206 223-1122 Address: 2730 OCCIDENTAL AV S DESCRIPTION OF WORK: Free standing sign " HomeStreet Bank" 46 sf; two sided, 15' height. Existing monument sign must be removed prior to installing new sign. Fees Collected: $184.00 PERMANENT SIGN: Zoning: TUC 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: N N N N Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Planning Division Authorized Signatur Freestanding Sign #1 675 30 46 15' 0" 15 2 Freestanding Sign #2 0 0 0 0' 0" 0 0 Date: - c -% — O'er 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. doc: Permsign S05-040 Printed: 07-18-2005 City of Tukwila 1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 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 S05-040 Printed: 07-18-2005 z .444\ • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 1, -kA -0/.1-(,<J) Date: -Zp's (D - doc: Conditions S05-040 Printed: 05-17-2005 SITE INSPECTION (PLANNING) File No. S05-040 Name of Tenant: Homestreet Bank Sign Address: 130 Andover Park E Date Photo Taken: 12-09-05 x_ Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of Make new site visit and take photo by 6/08/2006. Comments: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)4.31-3670 Project: ( \ Type of Inspe tion: 1 Address:Date �� p ,.,��-Ike Called: , l \ ‘ . Special Instructions: Date WartKedm Requeft CILLJ k PhoneNOG -793 1(0, Approved per applicable codes. DCorrections required prior to approval. COMMENTS: Inspec r:Date: tiv��1';',4,,r,. A in, 71/9 1 8.00 REINSPECTION FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 1 0. Call to sechedule reinspection. Receipt No.: Date: City'oirukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 ' (206) 431-3670 PERIwORECEIVED s 3 DATE: MAY 12` 20051 COMMUNITY DEVELOPMENT PERMANENT S GN PERMIT APPLICATION I- szizeur sm K Business Name Si v,. (mow 27 7,o occ. ( 1) -€N1 --g. A\)E S . Applicant/Contact Address, City, State, Zip 5„F t lff 9 S I s4 --1v ( ALT " t, ., Contractor Please print i3 Arz-pccv efz P Address of Sign ' Address, City, State, Zip 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 vEr $100 application fee per sign, or 50 cents per sq. ft., whichever is greater. See back of form for examples Phone 2s' 2Z.3I\Z2.. Phone Phone Is your sign a: Freestanding sign 15 or more feet in height )3 --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 araater, 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) zEr Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding n1\ -1F Did building go through design review? 0 o Wall NoNE WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) w - e the sign will be mounted? (square feet) Sign size(square fe= Does sign face :sidential zones or public facilities? (Y/N) Exposed : •n tubing is not allowed within 200 feet of LDR, , 0R or HDR zones. 0 • -s wall sign weigh more than 400 pounds?(Y/N) ign illumination (internal/extemal/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. ::,;75-- ' O `� Height of building (feet). Generally, signs may not be higher than the building with which they are associated -51D Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area 4 Sign height (feet -inches). Structural review is required for signs 15 feet or more in height.15 • • o• 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. t • • 1 `; 0 Number of sign 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 perjury by law in the State of Washington, and that the applicable requirements of the City ofFukwila will be met. Date ZpL 2-23 1122 -- Zoning: Planning review by: :❑ Denied ❑ Issued 0 Issued with conditions Structural review required? No Structural review by: c_ .(kAt_ ll Denied I M Annroved f-1 Annrnvwrd with cnnditinns 16' Jiik.i1a Train ign •Area Sign Area Is calculated by constructing a'poly_gon around. the sign using right angles. • Big Store Y 14 I Ud411 • Building Elevation • Wall Area Is calculated by multiplying the Iehgth and height of the tenant space, Site — I I I n Existing I •LI I U I I[ Il Ngi 1 I I 11111 Properly_Llnes }. ' �•r•, WeslVollnyllwy. '.. SITEILEASING PLAN Plan Show applicant space and ,all existing & proposed signs. Alt 1.0111 Ano to111YnIn10 Ani Vl AIrn0111 Ant 11111 11111 AIN 10CA1 IVODIWO AMO IIICInt,AI 0001, 111111 YI/Al 1111101 • 1ACn1 1. IN Pr I! Y11A4. n1114.H nlµ1AN1IAct 1401114110 CIAlI /INq IrA 114.11011r,n 111111 %14111111 1110110 CWI1CI00 /MIt 11 co, ltAl 0 _1411 V0011Im1 .t.- 111Cntw lana 0401 *11.11080 An01 101*0111111n 080111 of 1401 (1111n I1Y111101.11n 1101 I04I/I On4lni 1101 00111 1041 0011 Wall Mount Detail For all wall mounted signs over 400 lbs:. Ya ♦100LP out W.ln.e lb rcLn IW O AtTTAulep '011 6. ,J 10/ ./0 • 11618 r111 171." 171 SC/1 o rot I1/4•A1 o1 Footing Detail l For all Freestanding Signs FIXAMPI F nP PM! Iicn n II\ICnonn AT1r111.� 1 \ \ \ \\\' \ \\ \ \ \ \ e \ \ \ \ \ \\\ ..\\\ \\ \% . \\\ `\\ Y 14 I Ud411 • Building Elevation • Wall Area Is calculated by multiplying the Iehgth and height of the tenant space, Site — I I I n Existing I •LI I U I I[ Il Ngi 1 I I 11111 Properly_Llnes }. ' �•r•, WeslVollnyllwy. '.. SITEILEASING PLAN Plan Show applicant space and ,all existing & proposed signs. Alt 1.0111 Ano to111YnIn10 Ani Vl AIrn0111 Ant 11111 11111 AIN 10CA1 IVODIWO AMO IIICInt,AI 0001, 111111 YI/Al 1111101 • 1ACn1 1. IN Pr I! Y11A4. n1114.H nlµ1AN1IAct 1401114110 CIAlI /INq IrA 114.11011r,n 111111 %14111111 1110110 CWI1CI00 /MIt 11 co, ltAl 0 _1411 V0011Im1 .t.- 111Cntw lana 0401 *11.11080 An01 101*0111111n 080111 of 1401 (1111n I1Y111101.11n 1101 I04I/I On4lni 1101 00111 1041 0011 Wall Mount Detail For all wall mounted signs over 400 lbs:. Ya ♦100LP out W.ln.e lb rcLn IW O AtTTAulep '011 6. ,J 10/ ./0 • 11618 r111 171." 171 SC/1 o rot I1/4•A1 o1 Footing Detail l For all Freestanding Signs FIXAMPI F nP PM! Iicn n II\ICnonn AT1r111.� REGISTERED AS PROVIDED BY LAW AS CONST.._ CONT • GENERAL REGI ST :: # _EXP . 'DATE CCO1 TUBEAD*311QS 06/30/'2006:.:. EFFECTIVE -DATE 11/10/1969 TUBE ART.DIS PLAYS "'INC' 2730 OCCIDENTAL AVE 'S` SEATTLE, • A 981 , Signature Issued b ATMENT,OF LABOR AND INDUSTRIES LICENSED,oAS,PROVIDEDBYE, LAW AS -ELEC:R CONT CENSE # b EXP 2DATE lEC04 TUBEADI11ONH 08/08/2005 t>EFFECTIVE. DATE r' `08/.0'8/1989- TUBE ARTS -DISPLAYS INC' 2730 OCCIDENTAL A S .-::'; SEATTLE ,.:,W - 333. < , • Signature ,Issued by DEPAR d ENT`OFb OR AND INDUSTRIES S)tak Wazikt (67k-' clati 4Liv_ ?;ate P K. Mg9 7A•"•Titi .1+0 n Exp. 5-3-06 1Ay 7%.37A\ 4/80Gie WAS° wri . motL/-1,;) 69vi_17} . OLS ND.fi7\-fER FAR,K. -EAST 454.00' (PLAT) (BA515 OP.BEARIN 'F,) N 01'05'o& E45405'(MEAEURELU TubeArt TUBE ART DISPLAYS, INC. 273o OCCIDENTAL AVENUES SEATTLE, WA 98134 TEL 206 223 I I22 1Soo 562 2854 FAx 206 223 1123 ED • 9'-3" Sign Type P1 -- Double face internally illuminated pole sign Specifications: 0 Cabinet to be aluminum extrusion with retainerless look face (#9 body, #6 retainers), painted Green pros #362. 0 Logo and copy to be routed from aluminum face with 1/2" push through Clear acrylic backed with White acrylic. Clear acrylic to have sand blast finish. Logo to have routed .125 aluminum adhered to face of logo shape, paint Green /t pms #362. Registration mark to be Scotchcal White #220-10 applied to painted surface. © Border to routed from aluminum face and , I, backed with White acrylic. Internally illuminate with 800ma fluorescent lamps as required. © Pylon to be 6" in diameter with direct burial; and footings as required. 4 �D' = ((1 TubeArt • Ir x 3, o .. kL( TUBE ART DISPLAYS, INC. 2730 OCCIDENTAL AVENUES SEATTLE, WA 98134 TEL 206 223 I I 2 2 I Boo s-62 2854 FAX 206 223 1123 Calculation per I.B.C. Tube Art Wind Load / Footing Formulas 2003 Exposure: Date 4/4/2005 Job Name HOMESTREET BANK Location Tukwila Calculated By shawn Overall Height: 15' 1" B Wind Load: 90 Design Wind Pressure p=CeCqCf-1 0-15 Width 18.05 15-20 Force. Lb. 19.51 20-25 A 20.97 25-30 46.99 22.13 30-40 12.5 24.46 40-60 10 27.66 60-80 18.05 30.28 Section Height Width Sf. Area Pressure PSF Force. Lb. Height Ft. Moment Lb. -Ft. A 5.08 9.25 46.99 18.05 848.1695 12.5 10602.11875 B 10 0.5 5 18.05 90.25 5 451.25 C 0 0 0 D 0 0 0 E 0 0 0 0 12 .4195 S req = (Moment Lb. -Ft. total) 36 X .6 X 1.33 1000 (Description of Pipe Required Option A Option B 6" SCH 40 PIPE S req = S req = Wall Lb. / Ft. Sm. in3 0.28 18.97 8.5 Foundation Calculation 11053.36875 4.617 in3 ( For Single Pole Sign) 2.309 in3 ( For Double Pole Sign) Single Pole Sign P= 0.938 Double Pole Sign P= 0.469 666 Single Pole (Footing Dimentions A= d= h= 11.779 2.34 X p ( 0.93842 ) A= 0.970 4 /3x.4 l 3 l 3 (Depth) (Lat PSF) (Ftg. width) (Ftg. Length) 0.533 4.243 0.485 8.343 A 1+ SART ( 1+ 4.36 x h ) 2 A Width: 3 Lenght: 3 Depth: 4.048 Yds. Conci 1.349411 d= 4.048