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HomeMy WebLinkAboutPermit S08-004 - BAKER BOULEVARD RETAIL CENTERBAKER BLVD RETAIL CENTER 406 BAKER BLVD S08-004 FREESTANDING SIGN SITE INSPECTION (PLANNING) File No. S08-004 Name of Tenant: 406 Baker Blvd Sign Address: 406 Baker Blvd Date Photo Taken: May 13, 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: Installed 5 tenant panels instead of the 6 proposed in application. THE IDEA COMPANY City of Tukwila Attn: Stacy MacGregor, Planner Dept.of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Stacy, itavgre O 01/14/2008 Mike Linebrink Project Manager Enclosed please find the following to complete the Baker Blvd Retail Center Sign permit: 1. Two (2) copies of permit drawings with six (6) tenant faces. 2. Two (2) copies of wet -stamped engineering drawings (Wind load and structural calculations remain consistent with previously submitted calculations and number of faces depicted on current permit drawings) 3. Check for $209.00 Mike Linebrink Project Manager Signs Plus 1330 N. Forest Street Bellingham, WA 98225-4702 360.671.7165 Office 360.739.7215 Cell 360.671.0144 Fax 1330 North Forest Street Bellingham, WA 98225 tel: 360.671.7165 fax: 360.671.0144 www.signsplusnw.com INSPECTION NO. m -c l "wc- Qv1 J INSPECTION RECORD Retain a copy with permit N nv'/AV • J PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: �i �y� &Y- �`''�� ei e ' ' Type of Inspection: � z� C til 4t t 6�d l a I,V,- Address: /� ow ie. ', 't�—T�p ip. Date Called: G51 VA A5 Special Instructions: 400 � � N 1`� i ✓V1 i 1 teDIA(t e 1 efriA) G2-1--r--t- ' >t bi 11AS PA-,ne" Date Wanted: �� a.m. p.m. Requester: Phone No: 1 —1-1-1t Approved per applicable codes. Corrections required prior to approval. COMMENTS: P Inspecto( k j A JA Date: El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: City ofTukwila 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: Suite No: 406 BAKER BL TUKW PERMANENT SIGN PERMIT Permit Number: Issue Date: Permit Expires On: S08-004 01/16/2008 07/14/2008 Business: Name: Address: Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: VILLAGE PARTNERS SOUTHCENTE 1420 5TH AVE #2200 MIKE LINEBRINK BAKER BLVD RETAIL CENTER SIGNS PLUS 130 N FOREST ST Phone: Phone: Phone: 360-671-7165 Phone: 360-671-7165 DESCRIPTION OF WORK: FREESTANDING SIGN FOR BAKER BLVD RETAIL CENTER. SIGN WILL HAVE 6 TENANT PANELS AND WILL MAX OUT ALLOWED FREESTANDING SIGNAGE ON SITE. SM Fees Collected: PERMANENT SIGN: Wall Area (sq. feet): Wall Sign Size (sq. feet): Sign Lighting: Face Residential Land: $209.00 Zoning: TUC Sign Type: Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Wall Sign #1 0 0 Wall Sign #2 0 0 Freestanding Sign #1 152 30 50 19' 10" 21.5 2 Wall Sign #3 0 0 Freestanding Sign #2 0 0 0 0' 0" 0 0 Wall Sign #4 0 0 Planning Division Authorized Signatu Date: 1- 7d I hereby certify that I have read and examined this . t and kno*-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 S08-004 Printed: • City of Tukwila • Jim Haggerton, Mayor January 3, 2008 Department of Community Development Jack Pace, Director Mr. Mike Linebrink Signs Plus 1330 N Forest St. Bellingham, WA 98225 NOTICE OF INCOMPLETE APPLICATION RE: Baker Blvd Retail Center 406 Baker Blvd, Tukwila, WA Dear Mr. Linebrink, Today I received your application for a sign permit, structural review fee, and electrical permit application. Your application is incomplete. In order to be a complete application, the following must be submitted to the permit center: 1. A check in the amount of $209 to cover the sign permit fee and structural review fee. 2. Consider amending the sign to reflect the proposed schematic shown in the approved design review for the Baker Blvd Retail Center, permit #L06-069. The sign design shown with the design review depicted a rectangular top rather than a round top to the sign. This shape is better keeping with the architectural style of the building and fits the intention of the design review. From the design review file: "Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape." I am enclosing with this letter your check, #5965, dated 12/28/007 in the amount of $254.00. I am also enclosing your electrical permit application. The electrical permit can be issued at the counter when you pick up your sign permit. The fee for this application will be determined at that time or you can call the permitting center at 206-431-3670 to determine the fee. If you have any questions please call (206) 433-7166 or send an email to SMacGregor@ci.tukwila.wa.us. Sincerely, Stacy MacG gor Planner Department of Community Development Enclosures: Check # 5965 Electrical Permit application SM H: \ Stacy's Current Planning\ stacy \ signs\ Baker Blvd Ietter.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 s RECEIVED" City o Tukwila MIT NO aQ1 Department of Community Development 6300 Southcenter Boulevard, Suite 100 ' L.. (DATE: Tukwila, Washington 98188 206 431-3670 COMMUNITY PERMANENT SIGN PERMIT APPLICATION Please print BAKEp /3Luo PET it CE-Nrti24IO ' ISA i2LV lJ Business Name Address of Sign Phone $IGtiIJ PL•aS tKiL/ri+FeD.I/tk 13'3°N roler-r .jBELL iNx.t4.5wir L„,A 6-7 l— 7/ C.." �( Phone ?La- 671-7ler Applicant/Conta t iG.NS PL) Contractor Address, City, State, Zip 15'0 )J, Fon.arr S'f. etcLi.v44.50,!I•.Jl f 2$ 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 SICIVIMUNI fI� Sign elevations with area calculatioDEMELOPM NT dimensions ❑ , Building elevations (for wall signs) E Supporting structure and method of illumination 161// One copy of valid Washington State contractor's license $100 application fee per sign BEGIN JAN ISO See back of form for examples Is your sign a: [Freestanding sign 15 or more feet in height 1;1/Pole sign with face 30 square feet or more in area 0 Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STJRUCTURAL REVIEW CHECKLIST: p' $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) (2' Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding 1 Did building go through design review? [r]'Yes 0 No Wall WALL SIGNS: #1 . #2 #3 #4 Wall area (length x height) where the sign will be mounted? (square feet) Sign size(square feet) 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) Sign illumination (internal/external/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. s2,Q I Height of building (feet). Generally, signs may not be higher than the building with which they are associated 301 Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area ill �5��� --5:77Z N - Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. 1g'--/ 0 " 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. 2 '-5. 1/ Number of sign faces 3 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 fora 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 •R 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information fumished by me that the applicable requirements of the City of Tukwila will be ,.2p/d? Date (Signatu ct under penalty of perjury by law in the State of Washington, and owner or - . horized agent) —67/-7/ 65 Phone FOR OFFICE USE ONLY Zoning: Planning review by: 0 Denied 0 Issued 0 Issued with conditions Structural review required? 0 YesNo Structural review by: 0 Denied pproved 0 Approved with conditions DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY REGIST. # EXP. DATE CCCIBC`SIGNSPI952LW 06/16/2009 EFFECTIVE DATE 06/16/2005 SIGNS PLUS INC 1330 N FOREST ST BELLINGHAM WA 98225 F625-052-000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES LICENSLD AS PROVIDED BY LAW AS ELEC CONTR SIGN LICENSE # EXP. DATE ECO4 SIGNSP1954LW 06/16/2009 EFFECTIVE DATE 06/16/2005 SIGNS PLUS INC 1330 N FOREST ST BELLINGHAM WA 98225 F625-052-000 (8/97) • 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 Parcel No.: 0223100037 Address: 406 BAKER BL TUKW Suite No: Applicant: SIGNS PLUS RECEIPT Permit Number: S08-004 Status: ISSUED Applied Date: 01/16/2008 Issue Date: 01/16/2008 Receipt No.: R08-00141 Payment Amount: $209.00 Initials: SM Payment Date: 01/16/2008 04:17 PM User ID: 1166 Balance: $0.00 Payee: MIKE LINEBRINK W/SIGNS PLUS TRANSACTION LIST: Type Method Description Amount Payment Check 6075 209.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES SIGN PERMIT RECEIVED JAN 18 2008 t; O tl iur'i'il' t d'-.. Y RF FL qn". == T 000/345.830 84.00 000/322.100 125.00 Total: $209.00 7373 01/17 9710 TOTAL 209.00 Structural Calculations for Northwest Capital - Sign/Footing 406 Baker Boulevard Seattle, WA Prepared by: Johnson Structural Engineering, Inc. Larry P. Johnson, PE 2912 Annie St. Bozeman, MT 59718 Ph 406-585-2939 Fax 406-522-0820 Struct Work Sheet COVER IBC Sheet 1 of °l '0 27419 w7 ��s SNA LE�6. �� r!Es 9/14/ V09 SM-eselA LPJ • • DESIGN DATA Northwest Capital - Sign/Footing INFORMATION SHEET 406 Baker Boulevard Seattle, WA PREPARED BY Larry P. Johnson, PE REFERENCES IBC 2006 ASCE 7 2005 Allowable Stress Design - Basic Load Combinations Used: For Soils Loadings Allowable Design For Concrete Design Strength Design, Factored Loads Sheet 2 of °( JN 07-413 DATE 12/18/2007 WIND Basic Wind Speed 85 MPH Fig 6-1, 3 -Second Gust Exposure Category B Enclosed Structure Structure Category II ASCE 7 Table 1-1 Importance Factor 1.00 ASCE 7 Table 6-1 SEISMIC Structure Category II ASCE 7 Table 1-1 Importance Factor 1.00 ASCE 7 Table 9.1.4 Seismic Use Group 1 Table 9.1.3 Site Soil Profile D 'D' if unknown Table 9.4.1.2 Ss 1.408 Fig 9.4.1.1(a) S1 0.481 Fig 9.4.1.1(b) From USGS Hazards, ZIP Code Directory Seattle, WA Fa 0.94 ASCE 7 Table 9.4.1.2.4a Fv 1.44 Table 9.4.1.2.4b Cs 0.352 R 3 Table 9.14.5.1.1 Sds = 2/3 Sms = 2/3*Fa*Ss = 0.880 Sd1 = 2/3 Sm1 = 2/3*Fv*S1 = 0.461 Seismic Design Category D Seismic Base Shear 360 Lb Basic Seismic System Cant. Steel Moment Analysis Procedure Equivalent Lateral Force Procedure, ASCE 7, Chap 9.5.5 SOILS Soils Bearing Capacity, per Table 18.4.2 Class 4 2000 psf CONCRETE Fc = 2500 psi REBAR Grade 40, 40 ksi, #4 and smaller Grade 60, 60 ksi, all others Struct Work Sheet COVER IBC LPJ • Johnson Structural Engineering, Inc. 2912 Annie St. Bozeman, MT 59718 (406) 585-2939 voice (406) 522-0820 fax Oe,i 51 f. -k j 6 Project: /(mr%U5/ 4o/4/ s✓yK Job No.: 7- -0/3 Date: /2- 7 Sheet No.: 3 „a� /boss -3: I f 7 4()0r. tr .ISL ; kb, K-0,.? /r)Pm�f 75 6 6-4.FD fikal (00z5-b)(6Z)(/-0)(6s) Z 1-°) A - / 5_ 4-&WX I-0 1-1 VISIBLE OPENING Z V5eittrroN d 8 = 3F3 � , 5' //,33 $ =20 r Jg 6.33 h .__; //: -0 - /7Q, ,B•XB'X 1M'STEELTUBE I -LAY' cl 107 �, • /oZ3 1 • • 4 - Conterminous Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.45 / Longitude = -122.25 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.408 (Ss Site Class B) 1.0 0.481 (S , Site Class B) 12/18/2007 • . S Johnson Structural Engineering, Inc. SHEET Bozeman, MT 59715 PROJECT Northwest Capital - Sign JN 07-413 LOCATION: Seattle, WA SEISMIC LOADING CALCULATIONS PER ASCE 7-05 STRUC CATEGORY = II TABLE 1-1 IMPORTANCE, I = 1.00 TABLE 9.1.4 MOST STR'S SEISMIC USE GROUP = I TABLE 9.1.3 DETERMINE FREQUENCY OF STRUCTURE SOIL PROFILE D 'D' IF UNKNOWN TABLE 9.4.1.2 Ss 1.408 FIG 9.4.1.1(a) Fa 0.937 TABLE 9.4.1.2.4a S1 0.481 FIG 9.4.1.1(b) Fv 1.438 TABLE 9.4.1.2.4b FROM USGS HAZARDS, ZIPCODE DIRECTORY Sms = Fa*Ss = 1.319 9.4.1.2.4 Sm 1 = Fv*S1 = 0.692 Sds = 2/3 Sms = Sd1 = 2/3 Sm1 = 0.879 g 9.4.1.2.5 0.461 g SEISMIC DESIGN CATEGORY PER SHORT PERIOD RESPONSE D TABLE 9.4.2.1a PER 1 -SEC PERIOD RESPONSE D TABLE 9.4.2.1b USE MAXIMUM SEISMIC DESIGN CATEGORY D RESPONSE SPECTRUM To = .2Sd1 / Sds = Ts = Sd1 / Sds = 0.105 9.4.1.2.6 0.524 APPROXIMATE PERIOD Ta = Ct*hnAx 0.189 SEC EQN 9.5.5.3.2 Cu = 1.40 TABLE 9.5.5.3.1 Ct = 0.020 TABLE 9.5.5.3.2 x = 0.75 hn = hridge = 20.0 FT T' I STHE UPPER LIMIT FOR THE STRUCTURE'S PERIOD FUNDAMENTAL PERIOD T = Cu * Ta 0.265 SEC EQN 9.5.5.3.1 STRUCTURE FREQUENCY (f) IS THE INVERSE OF 'Ta' f = 5.29 Hz RIGID STRUCTURE, PER 6.2 COMMENTARY TO SECTION 6 OFFERS AN ALTERNATIVE METHOD FOR ESTIMATING IF THE STRUCTURE IS RIGID - IF h / LEAST WIDTH, B OR L, IS < 4.0, STRUCTURE IS DEEMED RIGID C6.2 h = 20.0 FT RIDGE heave = 20.0 FT EAVE hmn = 20.0 FT MEAN B = 6.0 FT WIDTH OF STRUCTURE L = 1.0 FT DEPTH OF STRUCTURE Struct Work Sheet Seismic House LPJ • • 12/18/2007 Johnson Structural Engineering, Inc. SHEET Bozeman, MT 59715 PROJECT Northwest Capital - Sign JN 07-413 LOCATION: Seattle, WA SEISMIC LOADING CALCULATIONS PER ASCE 7-05 h / LEAST WIDTH = 20.00 FLEXIBLE USE CALCULATED AS RIGID EQUIVALENT LATERAL FORCE PROCEDURE SECT. 9.5.5 V=Cs*W EQN 9.5.5.2-1 Sds = 0.879 Sd1 = 0.461 FROM ABOVE 1= 1.000 T = 0.189 FROM ABOVE R = 3 Cant. Steel Moment TABLE 9.5.2.2 Cs=Sds/(R/1) 0.352 EQN 9.5.5.2.1-1 > USE MIN 0.352 Cs<= Sd1/T(R/I) 0.975 EQN 9.5.5.2.1-2 Cs > 0.044 Sds 1 0.039— USE MAX EQN 9.5.5.2.1-3 Cs > 0.5 S1 / ( R /1) 0.096 / EQN 9.5.5.2.1-4 Cs = 0.352 DETERMINE WEIGHT OF STRUCTURE PSF HEIGHT LENGTH AREA WEIGHT Pole (Sign/ Pole) 0 1023 TOTAL WEIGHT 1023 LBS RECALL, V = Cs * W Base shear, V = 360 Lbs 1023 Struct Work Sheet Seismic House LPJ • Johnson Structural Engineering, Inc. 2912 Annie St. Bozeman, MT 59718 (406) 585-2939 voice (406) 522-0820 fax • Project: Job No.: Date: Sheet No.: Y. • • • ',, is joi*- . , 4 ?.../oi ..„.• ; Y,,y,„,ll 7: i . 56 //,_ ! 4 1,51i. Ail_ . • , : • t 14:34-1- //,33k 8.6714 1-----77j • - 5 4445/ er?, • .) • - — : /.3, 3 . ......,. , , _ ,• • •• i - -----;-.! . • ; , ; . ; . ••• . _ . . , A I I . ' i //.. i t //. ! =1 • -;/—/; .- i / ': i ' : ! :' ii •e-= S -D k 3'., —0i k.: 5"; —6! digeo !7-6,/,(1 < • 1. IIIOIJ/• L d ky -5 '‘•6 7L` . . _ _ t • ! 9297 !) • . „ . • E x ozM. 44'/ i. ., de,/,., . -t.-- ; --; ' 1 ,• 1-- ; c..1.0e,b'Z' ,( )e. _7(.)170 t& Zq00i 052_ , , I h --ii ,;/ g/. , 1 • •• Non Constrained Footing Page 1 8 Northwest Capital - Sign Footing 85 MPH , Exp. "B" Job. No. 07-413 Seattle, WA 12/18/2007 NONCONSTRAINED FOOTING IBC 1805.7.2.1 Pole Foundation Design P (#) = 680.00 applied lateral load (#) h (ft) = 13.30 height in above ground load applied (ft) b (ft) = 3.00 diameter of footing (ft) S (#/ft2) = 200.00 allowable lateral load at surface, table 1804.2 d (ft) = 5.50 estimated depth of footing (ft) 1/2" deflection ok 1.00 enter 2 for yes, 1 for no S1 (#/ft2) = 364.44 allowable lateral Toad at 1/3 depth footing A= 1.46 d (ft) = 5.38 calculated depth of footing, compare to estimate depth, C14 Use 3.00 ft. square by 5.50 ft.deep footing Page 1 8 Johnson Structural Engineering, Inc. Project: 2912 Annie St..�—¢/ Job No.: Bozeman, MT 59718 Date: (406) 585-2939 voice • (406) 522-0820 fax Sheet cr-4/445W-C (.___5. ffot" /2 l8 a No.: Cf sed �, o• i 1 F 1�/ [.--E----1-.-_ _ 1- _11--1--_ i _ -€ I Ai 9 ri GS coo GE i t 1i'if-1 T �t I _ k. i i ii 4u4a!n 1 ie / i ' # 1 [ St L ! { i i Q'.�. off t�i i ,n ; 13 ; s + a i 1 /i H[3 3 j + i=_ ? Q/aa�d -. / .! 4..( 1 i �1 3 !/ et ... 1 I Z1/.3 _ ZO L + ' li .._ I1 ; .. _... _ .. j (7i a 7 1 i % .. i U.. i k i !/8 it i X moI E 1 _- • r�'-�.�i' p n 1 e E 7 ik .s' ' E t• �r-tel/s 1 , �'Z _ .�_. .-ij[ ' LL K ei�— ' € _ - ai.� Til E_ 7.. I (.1, x �6 --•-4— L - --- < _- 1 i ! I ! i € i t E i , E 3 I r i 1 fg - e t i 1 � ; i 1--i-.._!_,_..-.� I 1 1 , P 1 -.......--.--.' 6 1 ,.. _._. + :- .. . k 1 { 71 s j � a gig—! _- i I _ -4 I 6 E .___.T—E.. . i --_ i _..-..;-..._.i... i 7 ; 1 i ."- - t _Li.._ __ 6'-4" I— 5'-0" 2" DIVIDERS tenant tenant tenant tenant tenant tenant T-8* X 8" X 1/4" STEEL TUBE HALO -LIT CHANNEL LETTERS — 3'-0" 8'-8" 3'-0" — FRONT VIEW TOP VIEW WSP yi THE IDEA COMPANY 1330 N. Forest Street Bellinghom, WA 98225 360.671.7165 360.671.0144 1.877.298.4761 salcs@signsplusnw.com ©vww. signs p l es n w. c orn 2007 Signs Plus 4 DIMENSIONAL OR CHANNEL LETTERS MOUNTED TO METAL PANELS 1"X3' -0'1X6' J -BOLT ANCHORS (4 REQUIRED PER ANCHOR PLATE) END VIEW TWO (2) 3'-0" DIA X 5'-6" 0 CONCRETE FOOTINGS WITH 3'-0" W X 8'-8' L X 1'-0' H FORMED CONCRETE FOUNDATION (4.0 CUBIC YARDS TOTAL) Designed exclusively for: NORTHWEST CAPITAL 406 BAKER BOULEVARD SEATTLE, WA 981887 rut CIYLOUs b¢A'tll I'I DPP UvsI II AUt 6 `..T A NFBI Fs_MIWIRI lI,-Ise AO [UAL COLON: wBE.1,0 ..Tr 00 00EFLI-UT o UIY.IIASt I UIS M3TONH .V N III_ L't'.K{; vltO✓05LLt • TYPICAL HALO -LIT CHANNEL LETTER CONFIGURATION LISTED BOP OR SIGN SECTION NEC 6034 ATTACHED TOORACEWAY Of ELECTRODE RECEPTACLE. TRAM. dSCONNE,S EIEC S+UITAR[ FOR WAR WET DP ores. tat YOE. YDMWUM FABRICATED LETTERS WRH MAP AurvLAC ^0.v. URETHANE BLAU FAINTED FPO.. STOOD OFF RACEWAYLAMING EFFECT MOP NELL SUPPORT CLEAR POLYCARBONATE SACO NC TUBE BPAO. AWN TAMED PER SWANS TABLE LISTED ELECTRODE RECEPTACLE ORAaI POLES MANUFACTURERS APO U.L. LABEL OLutvnECT SWITCH LISTED CAI TRANSFORMER DEDICATED PRIMARY POT.ER BY HER SPACIPITAELE ta I IP POI .m pea COLOR DETAIL w tenwant tenant tenant tentntt tenant tenant FAUX WOOD FINISH MAP WHITE PMS PMS 445 CVC 447 CVC ANCHOR PLATE DETAIL 1-0' 1'-6" 1 1/8" DRILLED HOLES (4 REQUIRED) 9 TOP VIEW SIDE VIEW NORTHWEST CAPITAL SHARED IPROJECTS \NORTHWEST CAPITAL\ 406 BAKER BLVD \CDRISIGN DETAIL 2.CDR 01/04/2008 1:32 JIM SUTTERFIELO MINE LINECRINK 8" X 6" X 1/4" STEEL TUBE 1" STEEL PLATE FINAL LATE PRODUCTION_____ V1Sc _ nrcJ Designed exclusively for: NORTHWEST CAPITAL 406 BAKER BOULEVARD SEATTLE, WA 98188 S88'25'27`E 152.01' NORTHWEST CAPITAL SHARED\PROJECTS\NORTHWEST CAPITA 406 BAKER BLVD\CDR\SITE PLAN.CDR VICINITY MAP JOB SITE BAKER BOULEVARD RETAIL CENTER 406 BAKER BOULEVARD PARCEL # 0223100037 12/14/2007 1:384 JIM SUTTERFIELD MIKE LINEBRINK [1] -THE IDEA COMPANY 1330 N. Forest Street Bellingham, WA 98225 PLACE PROPOSED NEW SIGN HERE - 360.671.7165 360.671.0144 1.877.298.4761 sales@signsplusnw.com 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. P 8815'21 SALES DATE /c)'n-07 PRODUCTION' DATE REVISION DATE BAKER BLVD REVISION REVISION REVISION DATE" SITE MAP