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Home My WebLink AboutPermit S08-085 - MANPOWERMANPOWER 406 BAKER BLVD #3 S08-085 FREESTANDING SIGN S1 FE INSPECTION (PLANNING) File No. S08-085 Name of Tenant: Manpower Sign Address: 406 Baker Blvd. #3 Date Photo Taken: January 16, 2009 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of XX/XX/200X Make new site visit and take photo by XX/XX/200X Comments: Sign inspected and meets code. CT 1-16-09 FOR LESE ASE CaZP Charles CommH 1206129240M City'ilf'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 0223100037 Address: 406 BAKER BL TUKW Suite No: PERMANENT SIGN PERMIT Permit Number: Issue Date: Permit Expires On: S08-085 Business: Name: MANPOWER Address: 406 BAKER BL STE 3 , TUKWILA, WA Property Owner: Name: VILLAGE PARTNERS SOUTHCENTE Address: 1420 5TH AVE #2200 Contact Person: Name: MIKE LINEBRINK Address: SIGNS PLUS Contractor: Name: SIGNS PLUS Address: 1330 N FOREST ST Phone: Phone: Phone: 360-671-7165 Phone: 360-671-7165 DESCRIPTION OF WORK: ONE WALL AND TWO TENANT PANELS IN FREESTANDING MONUMENT FOR MANPOWER -CB Used S08-038 to calculate height of building. ct Fees Collected: $500.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 280 0 0 0 Wall Sign Size (sq. feet): 7 0 0 0 Sign Lighting: Face Residential Land: N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 152 0 Building Height (feet): 18.25 0 Sign Size (sq. feet): 6 0 Sign Height (feet and inches): 19 ' 0 " 0 ' 0 " Setback (feet): 21.5 0 Number of Sign Faces: 2 0 Planning Division Authorized Signature: Date: 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: SIGN -PERM S08-085 Printed: 01 -OS -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0223100037 Permit Number: S08-085 Address: 406 BAKER BL TUKW Status: PENDING Suite No: Applied Date: 08/28/2008 Applicant: SIGNS PLUS Issue Date: Receipt No.: R09-00015 Initials: SM User ID: 1166 Payment Amount: $250.00 Payment Date: 01/06/2009 11:55 AM Balance: $0.00 Payee: Milce with signs plus TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7725 250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLANNING CODES 000/341.502 250.00 Total: $250.00 1166 01/06 9707 TOTAL 250.00 doc: Receiot-06 Printed: 01-06-2009 City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://wwwatukwila.wa.us RECEIPT Parcel No.: 0223100037 Permit Number: S08-085 Address: 406 BAKER BL TUKW Status: PENDING Suite No: Applied Date: 08/28/2008 Applicant: SIGNS PLUS Issue Date: Receipt No.: R08-03080 Payment Amount: $250.00 Initials: CB Payment Date: 08/28/2008 10:47 AM User ID: 0400 Balance: $0.00 Payee: SIGNS PLUS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7115 250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 250.00 Total: $250.00 6696 08/28 9710 TOTAL 250.00 don! Rerpint-(16 Printprl: flR-2R-20011 Ci,f Tukwila PERMIT NO.0 ✓D8 '09)6— Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 PERMANENT SIGN PERMIT APPLICATION Business Name SIGNs Asavtim.LI ILlfjiL Applicant/Contac S1GNC P`JS Contractor Please print Li 06 BAtd.EP—� Su`TE' 3 Address of Sign /330 N• ,nor -;;sr sr B51.4.11-<14H.i L.m 9832.5 Address, City, State, Zip Phone 36,6-67/-7/6.5 Phone /3.3.o/J toD-USTS7� BEutwGNviAti A 9,9?) -5 Ivo -671-7/(,S Address, City, State, Zip 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 ❑ $125 application fee per sign 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 ❑ 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) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding ,2 PANELS Did building go through design review? 'Yes 0 No Wall WALL SIGNS: / #1 #2 #3 #4 Wall area (length x height) of the tenant space where the sign will be mounted? (square feet) 80 t� Sign size(square feet) 7 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. NO {� Does wall sign weigh more than 400 pounds?(Y/N) a G Sign illumination (internal/external/none) )N71iiQwAt- ej \rl' FREESTANDING SIGNS: (PANELS) #1 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. 152: '" Height of building (feet). Generally, signs may not be higher than the building with which theL, are associated 1'. . t VVV Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area 1061 -MIAs— ,F'10614- MIAs— Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. Sign 1 / Distance from closest edge of sign to property lines (feet). Generally, signs must be set Distance back from all property lines a distance equal to their height. ,- 21-5 Number of si• n faces INSPECTIONS Z If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for foo ing 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 1 ; r YS AFTER ISSUANCE. I HEREBY CERTIFY that the above information fumished by me is tru -,•1•gN.rre ender . alty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila will be met. 670/14 Dat (Signature of owner or authize• gent) 1)1fke.rJc Plc%JUStiwCoM V Emailf Address FOR OFFICE USE ONLY Zoning: Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: ❑ Denied 0 Approved ❑ Approved with conditions P:\ Planning Forms\ Applications\2007 Applications\ PermSign-12-07.doc Revised on 12-07 n m 0 ti • VICINITY MAP JOB SITE MANPOWER 406 BAKER BOULEVARD SUITE.#3 PARCEL # 0223100037 588'25'27"E 152.01' ji./i " PLACE PROPOSED NEW WALL SIGN HERE iii If PLACE TWO (2) NEW TENANT PANELS HERE i 7.- 88' 5'2 ./ W 15 01 BAKER BLVD a SITE MAP EIVED AUa 2812007 8 1008 DEVELOPMENT Designed exclusively for: MANPOWER 406 BAKER BLVD SUITE #3 TUKWILA, WA 98188 x,1.1l,N r KIEFFER & CO, INC I'OLDl is iNi.Ai,IE: SHARED\PROJECTS\KIEFFER & CO, INC\ MANPOWER 406 BAKER\CDR\ SITE MAP.CDR L),'\ 08/20/2008 CAI :. 1:384 SALT S EyLV' LIVE: JIM SUTTERFIELD 1�;31�GNI 1:: MIKE LINEBRINK 170 — THE IDEA COMPANY 1330 N. Forest Street Bellingham, WA 98225 PHONE AX INIA11ONAI . \I\/1-: It Sf'i 360.671.7165 360.671.0144 1:877.298.4761 saIes@signsplusnw.com www.signsplusnw.com THE COLORS SHOWN IN THIS DESIGN ARE ONLY A REPRESENTATION OF THE ACTUAL COLORS TO BE USED. THISARTWORK IS THE PROPERTY OF SIGN PLUS AND IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAVAS. ANY USES OF THIS ARTWORK OTHER THAN DIRECT BUSINESS WITH SIGNS PLUS WITHOUT WRITTEN PERMISSION SHALL CONSTITUTE YOUR AGREEMENT TO PURCHASE THIS ARTWORK, AND THE DESIGN PROPOSED. FINAL SALES DATE PRODUCTION DATE REVISION REVISION REVISION REVISION DATE DATE DATE DATE F— 15'-7 1/2" 9'-4 7/8" q SOUTH ELEVATION ARTIST CONCEPT PLACE PROPOSED NEW SIGN HERE S5ISICIV RECEIVED AUG 2 8 2098 COMMUNITY DEVELOPMFNT - Designed exclusively for: MANPOWER 406 BAKER BLVD SUITE #3 TUKWILA, WA 98188 KIEFFER & CO, INC SHARED\PROJECTS\KIEFFER & CO, INC\ MANPOWER 406 BAKER\CDR\ ELEVATIONS.CDR \i'�: 08/20/2008 1:128 S\L. '•.tt;liil'V JIM SUTTERFIELD DE SIG, IN E MIKE LINEBRINK JL_IJi�LJ%�U= - THE IDEA COMPANY 1330 N. Forest Street Bellingham, WA 98225 r'1-10.1\17,:: 360.671.7165 I X: 360.671.0144 ?I;\I iOlNli\I.: 1.877.298.4761 1 IUI;\IL: sales@signsplusnw.com www.signsplusnw.com THE COLORS SHOWN IN THIS DESIGN ARE ONLYA REPRESENTATION OF THE ACTUAL COLORS TO BE USED. THISARTWORK IS THE PROPERTY OF SIGN PLUS AND IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. ANY USES OF THIS ARTWORK OTHER THAN DIRECT BUSINESS WITH SIGNS PLUS N9THOUT WRITTEN PERMISSION SHALL CONSTITUTE YOUR AGREEMENT TO PURCHASE THIS ARTWORK. AND THE DESIGN PROPOSED. FINAL SALES DATE PRODUCTION DATE REVISION REVISION REVISION REVISION DATE DATE DATE DATE 3'-5 3/4" Designed exclusively for: MANPOWER 406 BAKER BLVD SUITE #3 TUKWILA, WA 98188 CI .II i\l . KIEFFER & CO, INC SHARED\PROJECTS\KIEFFER & CO, INC\ MANPOWER 406 BAKER\CDR\ SIGN DETAIL CDR t),\H,: 08/20/2008 . \ . 1 1 i'' JIM SUTTERFIELD 1-); MIKE LINEBRINK 6'/z" from bottom of 'p' to top of entrance .125 m raceway Wu TED: 1"r I HC IU/A L'UIVIN,4IVY 1330 N. Forest Street Bellingham, WA 98225 —L.E.D. Letter Set COLOR SPECIFICATIONS Manpower Vinyl Specifications ;)11()1;..:.. 360.671.7165 360.671.0144 \ir\ 1 I OInAsi .: 1.877.298.4761 sales@signsplusnw.com /1-' i 51 ! 1-:: www.signsplusnw.com or4%%5% 8°S",+'"% Manpower/Principle 5500 QM/1670A Blue Manpower/Principle 5500 QM/1671A Light Blue Manpower/Principle 5500 QM/1669A Green Manpower/Principle 5500 QM/1668A Red Manpower/Principle 5500 QM/1675A Orange 3M # 7725-10 VT4 - 3505 Bue VT4 - 3506 Light Blue -VT4 - 3504 Green VT4 - 3503 Red VT4 - 3507 Orange Opaque White THE COLORS SHOWN IN THIS DESIGN ARE ONLY A REPRESENTATION OF THE ACTUAL COLORS TO BE USED. THISARTWORK IS THE PROPERTY OF SIGN PLUS AND IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. ANY USES OF THIS ARTWORK OTHER THAN DIRECT BUSINESS WITH SIGNS PLUS WITHOUT WRITTEN PERMISSION SHALL CONSTITUTE YOUR AGREEMENT TO PURCHASE THIS ARTWORK, AND THE DESIGN PROPOSED. Manpower Paint Specifications RECEIVED AAa; 2C2 OUMMUNI l Y DEVELOPMENT SALES DATE PRODUCTION DATE REVISION REVISION REVISION REVISION DATE DATE DATE DATE -' Designed exclusively for: MANPOWER 406 BAKER BLVD SUITE #3 TUKWILA, WA 98188 Ni KIEFFER & CO, INC )l SHARED\PROJECTS\KIEFFER & CO, INC\ MANPOWER 406 BAKER\CDR\ TENANT PANEL.CDR 08/20/2008 1:4 i,\i :;.; I . CH l IVIii: JIM SUTTERFIELD MIKE LINEBRINK -- THE IDEA COMPANY 1330 N. Forest Street Bellingham, WA 98225 RI ION, : 360.671.7165 I`AX: 360.671.0144 It\ I ION'\I__: 1.877.298.4761 sales@signsplusnw.com SI I , :: www.signsplusnw.com THE COLORS SHOWN IN THIS DESIGN ARE ONLYA REPRESENTATION OF THE ACTUAL COLORS TO BE USED. THIS ARTWORK IS THE PROPERTY OF SIGN PLUS AND IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS., ANY USES OF THIS ARTWORK OTHER THAN DIRECT BUSINESS WITH SIGNS PLUS WITHOUT WRITTEN PERMISSION SHALL CONSTITUTE YOUR AGREEMENT TO PURCHASE THIS ARTWORK, AND THE DESIGN PROPOSED. TENANT PANEL TWO (2) REQUIRED RECEIVED SALES DATE PRODUCTION DATE REVISION DATE REVISION DATE REVISION DATE REVISION DATE COMMUNITY EMBEDMENT INTO EXISTING STUDS @ 16" O.C. OR HEADER ANCHOR DIA. & LENGTH 3/8" 0 HOLE 3/8° 0 MIN. EMBEDMENT A5 REQUIRED ULTIMATE TENSION & SHEER LOADING IN LBS. CONCRETE STRENGTH IN P5I. 2000 P5I. TENSION SHEER 3500 P5I. TENSION SHEER OPTIONAL 1-1/2" DRIVIT y "5HEETING 'Iio 1921ki /1""" r ..MMOttf � ; *OPTION 1 1W/0HC , mmrmmn r 24' X 2' X2 W/''OHC .--------- *OPTION 3 rani umimmmmnmIMMIt V TOGGLE ANCHOR - DETAIL 2 STUDS @ 16" O.C. INTERIOR ANCHOR DIA. & LENGTH 3/8' 0 HOLE 3/4" 0 MIN. EMBEDMENT ULTIMATE TENSION & SHEER LOADING IN LBS. CONCRETE STRENGTH IN P5I. 2000 P5I. TENSION SHEER 3500 P5I. TENSION SHEER ANCHOR DIA. & LENGTH 3/8' 0 HOLE 3/8" 0 BOLT DIA. HOLE SHIELD LENGTH ULTIMATE LOADS IN LBS. 3/8' 11/16" 1-3/4" 3640 3/8" Q) X 4-1/2' RATED ANCHOR llal.-- 3850 TENSION BLOCK 2440 3/8" 0 X 4" DOUBLE EXPANSION ANCHOR - DETAIL 5 BOLT DIA. 3/8' HOLE 3/4" SHIELD LENGTH ULTIMATE LOADS IN LBS. (3000 PSI.) 1-3/8" TENSION: 3640 SHEER: 3850 ANCHOR DIA. & LENGTH 3/8" X 3" SOLID BLOCK OR CONCRETE NO SCREEN REQ'D USE EPCON CERAMIC 6' OR EQUAL EPDXY 3" MINIMUM EMBEDMENT HOLLOW BLOCK USE SCREEN W/ EPCON CERAMIC 6' OR EQUAL EPDXY HOLE MIN. EMBEDMENT 3/8" 1-1/4" ULTIMATE TENSION & SHEER LOADING IN L85. / CONCRETE STRENGTH (PSI.) 2000 PSI. TENSION SHEER 3500 P5I. TENSION 2840 1736 2960 SHEER 2020 NOTE BLOCKING TO SPAN EXISTING VERTICAL STUDS OR EQUAL TO SPREAD LOAD TO EXISTING WALL STRUCTURE II 1921ki /1""" r ..MMOttf � ; *OPTION 1 1W/0HC 1/4"X2" *OPTION2 24' X 2' X2 W/''OHC .--------- *OPTION 3 24"X2")(1. \ W/1"OHC R. PLATE LE IN MIDDLE " X1/8' ANGLE LE IN MIDDLE WOOD BLOCK LE IN MIDDLE 3/8" 6 ALL THREAD CUT TO LENGTH EPDXY ANCHOR-- DETAIL 9 ANCHOR 3/8' 0 EMBEDMENT IN CONCRETE ULTIMATE PULLOUT IN LBS. 3219 3' 5678 4-1/2' 5935 ULTIMATE SHEAR IN LBS. 4029 4305 4581 EMBEDMENT ULTIMATE TENSION & SHEER LOADING IN LBS. / CONCRETE STRENGTH (PSI.) 2000 P5I. TENSION SHEER 3500 P5I. TENSION SHEER THRU BOLT ANCHOR - DETAIL 10 3/8' 7/16' 3-3/8° 6660 5085 8567 6009 ANCHOR DIA. HOLE DIA. EMBEDMENT ULTIMATE TENSION & SHEER LOADING IN LBS. / CONCRETE STRENGTH (PSI.) 2000 P5I. TENSION SHEER 3500 P5I. TENSION SHEER AS REQUIRED 6660 5085 8567 6009 • MIN. EMBEDMENT AS REQUIRED ULTIMATE TENSION & SHEER LOADING IN LBS. CONCRETE STRENGTH IN P5I. 2000 P5I. TENSION SHEER 3500 PSI. TENSION SHEER HOLLOW WALL ANCHOR (MOLLY BOLT) - DETAIL 7 ANCHOR DIA. & LENGTH HOLE 3/16' X 3" D.O.U. MIN. WALLBOARD ULTIMATE TENSION & SHEER LOADING IN LBS. THRU g" TENSION: 130 SHEER: 300 'mmmm�mmnn► EiD SPREADER / EXPANSION ANCHORS c ZINC NAIL IN 110MITIIMUkb PAN HEAD SCREW SPREADER/EXPANSION ANCHORS - DETAIL 11 ANCHOR DIA. HOLE ULTIMATE TENSION & SHEER LOADING IN LBS. / AVERAGE DRYWALL 1/8' - 1/4' i"+- 1-"+- TENSION: 65+- SHEER: 70+ - Designed exclusively for: MANPOWER 406 BAKER BLVD SUITE #3 TUKWILA, WA 98188 CLIENT: KIEFFER & CO, INC FOLDER NAME: SHARED\PROJECTS\KIEFFER & CO, INC\ MANPOWER 406 BAKER\CDR\ STANDARD ANCHOR DETAIL.CDR DATE: 08/20/2008 SCALE: NTS SALES EXECUTIVE: JIM SUTTERFIELD DESIGNER: MIKE LINEBRINK THE IDEA COMPANY 1330 N. Forest Street Bellingham, WA 98225 PHONE: 360.671.7165 FAX: 360.671.0144 NATIONAL: 1.877.298.4761 EMAIL: sales@signsplusnw.com WEB SITE: www.signsplusnw.com THE COLORS SHOWN IN THIS DESIGN ARE ONLY A REPRESENTATION OF THE ACTUAL COLORS TO BE USED. THIS ARTWORK IS THE PROPERTY OF SIGN PLUS AND IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS ANY USES OF THIS ARTWORK OTHER THAN DIRECT BUSINESS WITH SIGNS PLUS WITHOUT WRITTEN PERMISSION SHALL CONSTITUTE YOUR AGREEMENT TO PURCHASE THIS ARTWORK. AND THE DESIGN PROPOSED. FINAL SIGNED DATE RECEIVED AUG 2 8 288 COMMUNITY BEVELOPMEN