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Home My WebLink AboutPermit S03-064 - MARKET TRENDS INCMARKET TRENDS INC 375 CORPORATE DR S03.064 City of*Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 2623049075 Address: 375 CORPORATE DR S TUKW Suite No: PERMANENT SIGN PERMIT Permit Number: S03-064 Issue Date: 10/28/2003 Permit Expires On: 04/25/2004 Business Name: MARKT TRENDS INC Address: 375 CORPORATE DRIVE S, TUKWILA, WA Property Owner: Name: WELSTAD GLENN+WELSTAD DONNA Address: 1016 28TH ST Contact Person: Name: Address: Contractor: Name: S SQUARED GRAPHICS INC Address: 4493 S. 134TH PL Phone: 206-575-1222 Phone: Phone: Phone: 206-835-6830 DESCRIPTION OF WORK: Installation of 84.16 sq inche wall sign. "MTI Building". Fees Collected: $100.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 6250 0 0 0 Wall Sign Size (sq. feet): 0.59 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): 0 0 Sign Height (feet and inches): 0' 0" 0' 0" Setback (feet): 0 0 Number of Sign Faces: 0 , 0 Planning Division Authorized Signature: Date: PI 0 p ( 3 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 S03-064 Printed: 10-28-2003 SITE INSPECTION (PLANNING) File No. S03-064 Name of Tenant: Market Trends, Inc. Sign Address: 375 Corporate Dr., Tukwila Date Photo Taken: 12-16-03 Comments: Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of (date) Make new site visit and taken photo by (date) INSPECTION RECORD Retain a copy with permit 503-0 Z/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Soje• ,7 _ Type of In.pectidni AddrDate • -75 C Pi,. 3. Ca)/: 12_'8103 Special Instruction Y Th, „ ___/ �s yyrr=► ! l J �t1�"G`,t0.48,- Date Wanted: a.m. p.m. Requester: Phone No• 435— 680 v ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: Date: ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: DEPARTMENT OF LABOR AND INDUSTRIES • REGISTERED AS PROVIDED BY LAW AS • CONST .CONT GENERAL • .pATE '.-QuAGI970100110/2005 EFFECTIVE DATE -1V1pt2po3 S -SQUARED' GRAPHIC INC 4493 S 134TH PL SEATTLE WA 98168 F625-052-000 (8/97) City of ukwila Department Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 (206) 431-3670 PER *0. "t7. y DATE: PERMANENT SIGN PERMIT APPLICATION Please print �4" 'fve,tc9S l VC 3 Gen -pe ct,+-e i v2 lii.�.�c.�' ►e, "t 8' I� 7S - 12 27_- usiness Name Address of Sign Phone S - •-c.Lci-aA "C=,va.p , 114 i t - {ki 9.S 1(o " 3S " (0�5 Applicanu�ontact 1. ' Address, city, State, Zip Phone 1S- c6uoA-)al C�✓a�IMcs. 4�("°li ,IvxS. l3`jeC` I9ljjj 5eat� 9 /(off " &3C' (0Yi..) Contracto ' Address, City, State, Zip Phone 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, or 50 cents per sq. ft., .whichever is greater. See back of form for examples Is your sign a: ❑ Freestanding sign 15 or more feet in height ❑ Pole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: O $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION • How many signs will list this business? Freestanding Did building go through design,review? ❑ Yes 'QNo 2 Wall 1 WALL SIGNS: #1 / #2 / #3 #4 Wall area (length x height) where the sign will be mounted?. (square feet) . HS' x 32-‘ Sign size(square feet) 'St` x l o"r— iLi ; I b 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) N--1 Sign illumination (internal/external/none) Pov‘e_ 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 Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. Distance from closest edge of sign to property lines (feet). Generally, signs must be set :back from all property lines a distance equal to their height. Number of,s1 • 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 perjury by law in the State of Washington, and that the applicable requirements of the City of �Tuletil�wil� bs met. 10(Z2./0 - Date (Sign tune of owner or authorized agent) ao4) '835 C5.3C- Phone FOR OFFICE USE ONLY Fa Zoning: 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 GABLESIGNS 6 CRAP N IC S, INC. YOUR QUALITY SIGN TEAM Client Name WF5 FINIANCIAL Landlord Approval Date Project NCL • /1)---. . 50.L4-44.&4,- C. p . Location TUKWILA, WA Gable Signs & Graphics. Inc.. Exceptions are previously cooyrighte0 artwork supplied by diem. Phone actual cola 50010105 available upon request. Fax Designer SW GSG Rep. ROSS H. Drawing No. 66745 Date 4.28.99 Scale not to scale Notes Client Approval Date Landlord Approval Date Notes Po -r of /4.40-; fizi..9-ne(iaG • /1)---. . 50.L4-44.&4,- C. p . / This drawl remains the exclusive pmoerly of Gable Signs & Graphics. Inc.. It is subrttitte010, ypa consideration in the purduse of the 50050(5) mamrtacturea according to these puns. This design cannot be copied in whole an in pan . altered or exhibited in any mann without wriden permission al Gable Signs & Graphics. Inc.. Exceptions are previously cooyrighte0 artwork supplied by diem. Calors portrayed are representational unless noted: actual cola 50010105 available upon request. NEON CHANNEL LETTERS 3'-0" 5'-41/2" WFS W FINANCIAL I1'1½» 1'-3" FRONT ELEVATION SCALE 3/8"=l' 15'-0" NEON CHANNEL LE I l ERS O Return matertaF .040" alumina- Return tnlslt White 0 Face materisk Face finish: 306' acrylic 2051 Slue Plezoias ® Neon color Blue Tube dla 13 our. O tetter Inas: 0 Transformer. Q Neon connection Q Trtrzap O V4" chin hales 0 Raceway .063" alumina- 30 ma green housings Blue Fabricated sic -:num finished PM5 451c SIDE CUT -AWAY rtt5 WPS %g" FINANCIAL FRONT ELEVATION NTS Market Trends EXISTING ILLUMINATE) BOX SIGN 4' X 34' GRAPHIC SYSTEMS, INC. Sign Type: Building ID Client: Market Trends Project: Renovation Date: October 16, 2003 Revisions: MTI BUILDING T (Not To Scale) (Scale 1/2" = 1'): Specifications: 10" (h) x 1" (t) Cast Aluminum Letters Natural Satin Anodized finish. Stud Mounted to fascia. This drawing is the property of Graphic Systems, Inc. and shall not be reproduced or distributed without express permission. EXTERIOR IMPROVEMENTS FOR THE MARKET TRENDS BUILDING SOUTHCENTER CORPORATE SQUARE 375 CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 98988 PHONE 206) 433-8997 •FAX 206) 246-8369 archltect 12720 GATEWAY DRIVE SUITE 11 SEATTLE, WASHINGTO' 9 8 1 6 8 SYM DATE 03/2799 DESCRIPTION 9.0111 FOR PEWIT PROJECT 0038 DRAWN BY PAUL DATE 10/n/00 CHECKED BY DAVID DATE I0/11/00 EXTERIOR IMPROVEMENTS FOR THE MARKET TRENDS BUILDING SOUTHCENTER CORPORATE SQUARE 376 CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 98188 architect PHONE (206) 433-8997 FAX (206) 246-8369 12720 GATEWAY DRIVE SUITE 111 SEATTLE. WASHINGTOP ATE DESCRIPDON PROJECT C038 DRAWN BY PAUL DATE I0m/00 CHECKED SY PAVIP DATE EXTERIOR IMPROVEMENTS FOR THE MARKET TRENDS I:WILDING SOUTHCEIVTER CORPORATE SQUARE . 375 CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 98188 architect SW— PHONE (206) 433-8997 FAX (206) 246-8369 12720 GATEWAY DRIVE SUITE 11( SEATTLE, WASHINGTO BUILDING 11 2 STORY F. F. = 24.50 17,062 S.F. SITE PLAN / VICINITY SCALL: NOT TGR SCALL LEGAL DESCRIPTION THAT PORION 6 TIC FAST HALF 6 TIE NORTHWEST QUARTER 6 TME SNTIAAST QUARTER 6 SECTION 26, TINNSHIP 23 NOAH, RACE 4 EAST V.M., 114 KING CURRY, WASHINGTIDI DESCRIBED AS FELLOWS. BEGINNING AT TIE NQR2EAn CEOCR 6 SAID EAST HALF VH10) IS MTH 88o05'42' VEST ALONG TRE 10011111C 6 SAID SNRAA3T QUARTER A 01STANCE 6 1,339.34 FEET FRN TIC PERREAST CODER 6 SA10 SNII6ATT DARTER) TIE)CE SOUTH 01047'29' VEST AMC RE EAST LINE 6 SAID EAST HALF A DISTANCE 6 1,322.34 FEET ID THE SCUTIEAST CARER TWERECF; DIST/ACE 6 659.35 FEET TO THE VEST 111E 6 T147 CAST 659.34 FEET 6 SAID EAST HALF' TWICE MRH 0107'29' EAST ALI►G SAID VEST LINE A DISTNCE 6 1,320.30 FEET . TO TIE IO(TH 111E 6 SAID EAST HALF, DOLE SMITH 88o05'42' EAST MING SAID MOTH LINE A DISTANCE 6 659.34 FEET TO TIE POINT 6 BE6INNRGI EXCEPT TME EAST 30 FEET THEREOF FOR ROAD) ALSO EXCEPT RAILROAD TRACKAGE AS RESERVED BY UNION PACIFIC RAILROAD WOW AS DISCLOSED BY DEED REMOLD IDER REARM1NG MO. 76070705021 ALSO EXCEPT THAT-PORTIN 6 SAID S 8017410126 DESCRIBED AS • FRLOK. . BEGIIDK AT A POINT ON TFC WESTERLY MARGIN IT MOWER PAW VEST, 1111101 POINT DEARS NOIR( 88003'42' VEST 1,369.34 FEET SLOG 1147 I0t71EE .1 LINE 6 SAID SNIEEAST QUARTER, NO SNIP 01047'29' VEST 451.30 FEET ALMS SAID ESTERO MARGIN OF ANDOVER PARK VEST FROG T147 IC 1)4793T CODER 6 SAID SOUTHEAST QUARTER; THENCE FRIDI SAID POINT 6 BEGINNING LEAVING SAID WESTERLY MARGIN, TANGENT TO DE RECEDING COURSE, ALOE 1147 ARC 6 A CURVE TO THE RICHT HAVING A RADIUS 6 50,000 FRT AND A CENTRAL ANGLE 6 90006'49' AM ARC LENGTH 6 78.64 FEET TO A POINT IN A LINE THAT IS PARALLEL TO AND 501.40 FEET S 0779(0LY 6 TIE PERTICRLY LINE 6 SAID SCR7051 QUARTER' 110(0 AUX SAID PARALLEL LINE NORM 88000'42' VEST 326.76 FEET) TIERCE LEAV180 LAST SAID PARAUIL 111C 199(74T TO TIC PRECEDING CORSE ALONG 1147 ARC 6.A 0RVE TO THE RIGHT INNING A RADIUS 6 15.00 FEET AND A CENTRAL ACLS 54045'56', AN ARC DISTANCE 6 14.34 FEET TOA POINT 6 REVERSE 0RY'ATLRE, TIERCE TANQNT 10 TIE PRECEDING OHNE ALONG THE ARC 6 A 0199E TO TIE 161, RAVING A RADIUS 6 50.00 FEET ANDA CENTRAL AXLE 6 299031'52' AN ARC DISTANCE 6 252.66 FEET TOA POINT 6 REVERSE MADREE; HENCE TANGDIT 10 TIE PRECEDING CIRYE ALONG TIE ARC 6 A CURVE TO TIE RICH, HAVING A RADIUS 6 15,00 FEET Am A CENTRAL ANGLE 6 54o47'56'. AN ARC LENGTH 6 14.34 FEET TO A L10E THAT IS PARALLEL TO NO 546,40 FEET SCOFEIEY 6 TIE (714OLY LINE 6 SAID SC)TIEFST QUARTER; DETCE ALCG SAID PARALLEL LINE SOUTH 83o05'42' EAST 327.05 FEET, THENCE LEAVING 'SAID PARALLEL LINE, TANGENT TO DE P265001NG CORSE, SLOG TLE ARC'6 A 08426 TO TIE RIGHT, HAVING A RADIUS 6 50.00 FEET AND A CENTRA. AlaE 6 89053'11', AN ARC LENGTH 6 78.44 FRT TO A POINT a TIC WESTERLY MARGIN 6 ANDOVER PARK VEST' TIERCE /LOG SAID WESTERLY -MARGIN NORTH 01047'29' EAST 145.00 FEET TO THE ram 6 BEGINNING' ALSO EXCEPT DAT =TUN ROE PARTICLEARLY 26(701ED AS FILMS. BEGINNING AT A POINT CH RC WESTERLY MARGIN IT ANDOVER PARR VEST WHICH POINT DEARS WITH 99o05'42' WEST 1,369.34 FEET ALONG TIE NOOIERLY LAE 6 SAID SORIEAST QUARTER Am SOUTH 01047'29' VEST 973.30 FEET ALONG SAID WESTERLY MARGIN 6 NEMER PARR WEST FRC' THE NOt1FEATT CODER 6 SAID SOUTHEAST QUARTER; 11ENLE FROM SAID POINT 6 BEGINNING LEAVING SAID WESTERLY MARGIN, TAGENT TO TIE PRECEDING CORSE, ACING TIE k.:.' 6 A CARVE TO TIE RIGID HAVING A RADIUS 6 50.00 FEET AND A CATRAL ANGLE 6 90006'49', AN ARC LENGTH CF 78.64 FEET EDA MINT O( A LINE THAT IS PARALLEL TO AND 1,023.40 FEET SNROLY' :147 NCRIER.1 LINE 6 SAID SORIVEST QUARTER; THENCE AUX SAID PARALLEL LINE MTH 880.05'42' VEST 326.76 REEF) 110(0 LEAVING LAST SAID PARALLEL LRE TANGENT 10 THE PRECEEDING CORSE ALOE THE ARC 6 A CURVE 111 THE RICK HAYING A RADIUS 6 15,00 FEET AND A CENTRAL AN0.E OF 54o45'56', AN ARC DISTANCE 6 14.34 FEET TO A POINT 6 REVERSE CURVATURE' next TA(91 TO TIE PRECEDING CONE ALONG TIE ARC 6 A DRVE 10 TIE LEFT IAYIN6 A RADIUS 6 50.00 FEET AND A CENTRAL ANGLE 6 289031'4', AN ARC !DUNCE 6 24.66 FCET TOA POINT 6 REVERSE CRVAIURE, TRANCE 1ANtINT TO THE PRECEDING CURVE ALOE 1147 ARC 6 A CURVE TO TIE RICHT HAVING A RADIUS 6 15.00 FRT AND A C)13711 N131 6 54045'56'. AN AC LENGTH 6 14.34 FEET 10 A LRE THAT IS PARALLEL TO AID 1,868.40 FEET 03J17 .1 6 11A l2RFARLY LICE 6 SAID SNREAST DARTER; 1181E AMC SAID PARALLEL LINE MOTH 8005'42' EAST 327.5 FEET) TIERCE LEAVING SAID PARALLEL LITE, TNQ,RR TO TIE PRECEDING COAX, ALCG THE ARC 6 A OPE TO TIE RIGHT RAVING A RADIUS 6 50.00 FEET NO A CENTRAL max 6 89053'11', AN NRC LENGTH 26 78.44 FEET TO MIX ON TIE WESTE O MARGIN 6 AIONER PARK VEST) DEICE ALM SAID ESTERO' MARGIN NINTH 01047'29'. EAST 145.00 FRT TO TIC POINT 6 3GIN4ING. GENERAL' LAID 'USE, C.M. INDUSTRIAL COM; 1997 U.B.C. V/ AIEN001TS SEISMIC 2047' 3' FIRE ZINE. III OXIPACY' B 61'ICE @ISTRI2TIO( TYPE. VN SPRINICLERED PARKING' STANDARD • 110 STALLS =PACT • 2 HANDICAPPED • 2 TOTAL PARKING 114 PARKING RATIO. 1/150 57 BUILDING ADDRESS 685 914014 R PARK V. TAB PAROL NOQFR. 262304-9075-00 (FIR ENTIRE PARCEL) TENANT AREA • 504 S.F. LIGHTING NOTES 0 1101TIIG IS EXE1PT FROM ENERGY CODE SINCE LESS THR -60X 6 THE FIXTURES ARE LEY NO INSTALLED WATTAGE IS POT ICING INCREASED. NOTES' 1) EXISTING BUILDING ENVELOPE IS NOT BEING MODIFIED, NWA; =DC Alm DRICSTAT-L(ATI= TO BE REVIEWED AND APPROVED BY TENANT NO OTHER. 2) EARRING IS. BEING RE -IACD (AT LEAST 65X) AMD IS THEREFORE EB]PT FRIDI ENERGY COX REQUIREMENTS. 3) LIGHT CIRCUITING ANLL NOT EXCEED 900 6 A 20 AMP CIRCUIT. 14LT1 LEVEL SNITCHING, WITH 114 12' 6 81401/ WALL. 4) ADJUST SPRINOE.RS AS REQUIRED SCOPE OF WORK REPLACE EXTERIOR FINISH LEGEND EXISTING WALL MEE • NEV STEEL STUD WALL TO IBmERSIDE 6 CEILING =SEE EV STEEL STUD VALE WITH SEND INALATIIN.FOD4 TYPE/ CALK AT BASE, 2'-0' E.S. AT CEILING VITT SOLND BATTS. EXISTING WALL TO BE REEVED. NEY DOOR EXISTING EBB( Dank Dat TO BE Roam • FOR-PLEX $ DUPLEX CURET VALE TELEPIOE AND DATA CURET, PEERING, =WIT NO FILL SIRING IDLY. 8 TIEWOSTAT 01(10ICAL DATA Alm PROVE @RECTION FOR CUBICLES VERIFY WIN FUNITIRE @(TRACTOR NO 101ANT 3 CIRCUITS PER PILE V/J BOC SHOVE CEILING DI ILLUMINATED EXIT 00784 2' X 4' EXISTING LIGHT TO IC REMOVED ER REL1XA1ED. 2' X 4' EXISTING LIAR TO REMAIN. INDIVIDUAL OTICE. ® - 2' X 4' NEW LICIT OR RELOCATED 0 RECESSED LIGHTS TO BE REEVED 150 WATTS EACH S 2 O S a. a a§ en NI co OO I PI CD N N ? o Q 40 (0 )- 3 N N 3 • 1±1 �fDF-0 )C NW a< "(r) I Esti .3 m • EXTERIOR IMPROVEMENTS FOR lo 0 alt 2 C7 co co co ®go coI-7: 0 X06) <co 0z 0ILI E la cc< �0� Q0- g_ 0 to co c -a - SD -1 10/30/00 .11148 nrm I)\CAD \0038r,ktrd\ SD-1.dwg