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08-100888 • ., . 30TH AVENUE �Vu I n 1,4 - . . . . • • . . . . NO1 2716E 1283:69 (.,.,.,i,-;:- ___,_ . y_ .,,.� .Y. �. ri.._•__._ `,._ •._- _.__. _...-... _ (-1-,..c, ,y y 1 w , , I I ,. ,, \ ,. , , , : ,,, „ , ., 1(� .r"tel ..\ .._...-..s,„ . 1 II, - i )2 \- - 1 9. 1 i 1, i , 1 1 i 1 li % , ' \ `. 1 jJ 1 Na---) \ 1 i T ,\ -.. 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LI s. 4 i. n p II ri (,,,:- i, .7 t; ,121, r s , i mix i STRKE: .,..! :7.,, i\ t 46kIN zz, Ci 2" x 2" Angle Iron 8" w welded to existing square steel post, then through bolt sign to posts w 11 ,KYy� R • V� w S e___ 0 ---t4"es.-tver-C n a-tA3ike_eirt V -,7-,D r9 '11 7:7 i t 0 M M *--C..)C.) +1 frk 3 re____-5... g m co n (-) rnIN, rn • 0 p o H 23 tv C 0 r w I. 0 1 F< »-sem, °"ws.':� ; v, •Customer: •Sales Representative: Date:02-19=2003 Description: The artwork shown is the property it Decatur High School p 9 Install 277 x 2"Angle Iron 8"w of Culbertson Signs Ltd. It is •Site Address: requested that this and all prints 2800 SW 320th St Michael Tilton4" �� generated for presentation remain Seale:ale: 3/4"= 1' welded to 4" x x 1/4 existing square ithin our cusomers organization Federal Way,Wa 98023 •Drawn By: steelbpost 6' OC, then through bolt-the and not be given out for general distribution without a design M.Charbonneau Page# 1 of 1 sign to posts. deposit. J C ) , • • a COLBiRTSON; • COOtti _ * 800 925 6011 5209122nd St.East,Tacoma WA 98446 ` WA Lic.#CULRE559S4MU I�Sn 19 e 1 8l-077 • r69-077 OC 1 h i'l • • • • RHUESI • „:+ID i O 414- trk 1.1 ,,,,e*, .!e, 4. NI i, A4 k-' rn 44 4 • 4°R C ,,.,,,B fir '` 1 • • 1. •I IN 7r. eofr'vl2” x 2f7 Angle Iron 8" w welded to existing square steel post, then through bolt sign to posts w w O wM� W / 4 477 x 477 x 1/49' - \ • Existing square steel post 67 OC n o CO rn (....) nT Fri O p 0 1L • m 731v C C rn * 0 D .Customer: (Date:• 02-19=2003 J Description: The art work shown is theproperty Decatur High School Sales Representative: o Site Address: Install 2°� x 2"Angle Iron 8°°W of Culbertson Signs Ltd. printsIt is requested that this and all 2800 SW 320th St Michael Tilton Scale: 3/4"= 1' welded to 4"x 4" x 1/4" existing square generated for presentation remain within our customers organization Federal Way,Wa 98023 •Drawn By: 1 steelbpost 6' OC, then through bolt the and not be given out for general distrM. Charbonneau Page# I of 1 J sign to posts. bution without a design deposit. t •City oevelop'ae nWaytS Sign Permit #18-100888-00-SG Community Development Services P.O.Box 9718 Federal Way,WA 98063-9718 Ph:(253)835-2607 Fax:(253)835-2609 Inspection Request Line: (253) 835-3050 Project Name: DECATUR HIGH SCHOOL Project Address: 2800 SW 320TH ST Parcel Number: 122103 9034 Project Description: Install (2) new 4' x 8' internally illuminated scorebdards.One on existing poles and one on new poles and footings. Attaching to existing J-boxes. Owner , Applicant Contractor FEDERAL WAY PUBLIC SCHOOL CULBERTSON SIGN SERVICE CULBERTSON SIGN SERVICE 31405 18TH AVE S 5209 122ND ST E CULBESS984MU(8/30/08) FEDERAL WAY WA TACOMA WA 98446 5209 122ND ST)✓ 98003-5433 TACOMA WA 98446 Free Standing Sign Information Reg.# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Landscape Faces (Ft.) Width (Ft.) Height(Ft.) (Ft.) Height(Ft.) Area(Sq Ft.) Sign A 08-0024 Pole Yes 1 260.00 8.00 4.00 12.00 8.00 32.00 Sign B 08-0025 Pole Yes 1 285.00 8.00 4.00 12.00 8.00 32.00 Additional Permit Information Comprehensive Plan Designation SF -Medium Density Zoning Designation RS 7.2 Residential PERMIT EXPIRES Wednesday, March 10, 2010 Permit Issued on Monday, March 10, 2008 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington CC-; P and the City of Federal Way. Owner or agent: Date: 3 -1r`0 DATE INSPECTOR AREA AND TYPE OF TI._,PECTION • THIS CARD IS T( EMAIN ON—SITE CITY OF nr Community Development Inspection Record Federal Way IVR INSPECTION REQUEST PHONE # (253) 835-3050 PERMIT #: 08-100888-00—SG Owner: FEDERAL WAY PUBLIC SCHOOL Address: 2800 SW 320TH ST FEDERAL WAY, WA 98023-2207 This card is part of your required inspection documents. Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 0 Footings/Setback(4110) ❑ Final-Electrical(4055) ❑ Final- Sign(4085) Approved to place concrete Approved Approved By , 0„&_,! Date30.24cg Bye Date L„,...k By Date Lia.4.1fr£`i• • ❑ Attachment(4010) Approved By Date • For inspector reference only ❑ Rough Electrical 0 FINAL-Electrical Approved Approved By Date By Date • -• REcECEW • ✓ 416w / �r 21 2008 41/4 Q - l v �� - �(9' CITY OF �.a..i FEB 21 PERMIT Federal Wayarry of '� FEDE�A ICATION +> 3 - 13 - 0g4t-' (�,� cI Q 1 • PROPERTY INFORMATION SITE ADDRESS ?42) (.l 6tel. SUITE/UNIT# ASSESSOR'S TAX/PARCEL# I [�. Z ''I l� - q V 3 ti ZONING DESIGNATION RS 7 ■ PROJECT INFORMATION TYPE OF PROJECT(Check all that apply):XXERMANENT ❑TEMPORARY XNEW ❑ALTERATION ❑REFACE 0 EXEMPT X ELECTRICAL(To attach to existing J-box-include on this permit) ❑ ELECTRICAL(New/altered circuit&J-box added-separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: Freestanding: TOTAL ESTIMATED PROJECT COST: $ 0 DETAILED PROJECT DESCRIPTION: "1ILA l kGY frit libraL Ex-ii-1 e / I nu i k Pa Ft-VLThee‘' BUSINESS NAME ON SIGN: DEC-AT- G 1 U j 1-11M ■ PEOPLE INFORMATION SIGN OWNER: NAME: Pn^' ^Y PI IONE MAILING ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): FAX NUMBER 2, Sc ??CST- CITY T (E-MAIL ) CITY OF FEDERAL WAY BUSINESS LICEN NUMBER: (Required prior top rmit issuance) ADDRESS v / oca /-Qc 7 3 k 6 Y CONTRACTOR: COMPANY NAME APPLICANT NAME p OFFICE PHONE aut,7Z etDU QOki W tUrds (i3(90)Rzs -60/ / MAILING ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): CELL PHONE 5Zcxt t 2,2,"'�'.9-. &' 5 TAGOLiet,wii 48ggtp ( ) CITY OF FEDERAL WAY BUSINESS�7 -c-NUMBER (2 -/EXo ON DATE: FAX NUMBER 9 COPY of card rcqutred CONTRACTORS REGIISTRA(ATION NUMB?ER v1 EXPIRATION DATE: E-MAIL ADDRESS .rlw eaen appflcatlon Ca.X t' 99qg q M g-- -oe APPLICANT cOMPANY NAME APPLICANT LU6ZE-Pl �6 L) aL6$J Dotes-'NAME Ntck t ac 7270 p:TZE -(cC(/ MAILING ADDRESS CITY,STATE,ZIP FAX NUMBER 520q (22"28, E T ilyWI qg (2s3) &38 -07778 RELATIONSHIP TO PROJECT E-MAIL ADDRESS Contractor ❑Tenant ❑ Other PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS: CONTACT .-D00.-D00 �'� J- J ( � S C I�( (' ) ,ts - c-oc/ l • SIGNATURE I certify and alty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,th I am authorized by the owner of the above premises to perform the work for which the permit application is made SIGNATURE1469DATE: (13 COMMUNITY DEVELOPMENT SERVICES•33325 8TH AVENUE SOUTH•PO BOX 9718•FEDERAL WAY,WA 98063-9718•253-835-2607•FAX:253-835-2609 ' III • • **TEMPORARY SIGN APPLICATIONS ONLY** TYPE/PURPOSE OF EVENT: DATE OF INSTALLATION: --DAT OF REMOVAL: TOTAL CALENDAR DAYS: DESCRIPTION OF PROPOSED SIGNAGE: • TYPE OF SIGN(S) (Indicate number of each) PERMANENT FREE STANDING: MONUMENT PEDESTAL POLE> TENANT DIRECTORY OTHER OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) • DETAILED SIGN INFORMATION • FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(Fr) WIDTH x HEIGHT x#OF FACES NO/INT/EXT YES/NOPgAii (FT) A g r x x i = 32. I `l? Z' B g` x1 " x i = 3z 11/ITEROaC i 12` 0 C x x ,(- STREET FRONTAGE(LINEAR FEET): Aid(-- /yewcab1"t BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION" EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.) A �✓".. x x = B x x - C -1, x = D x x E x x = LARGEST EXPOSED BUILDING FACE(SQUARE FEET): **FOR OFFICE USE ONLY** ZONING DESIGNATION: PROFILE: ❑ HIGH ❑ MEDIUM ❑ LOW ❑ FREEWAY BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: f ..1t I, AREA PERMITTED: 4iJJ(4 AREA PROPOSED: Gti1 '�"• AREA PROPOSED: 30 3� LARGEST BUILDING FACADE: STREET FRONTAGE: 4,41--- NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: id/A- LAND USE APPROVAL BY: DATE: R.-AO -ue STRUCTURAL APPROVAL BY:G c.j.,„) DATE:3-6, �t_D8 REGISTRATION NUMBER: REGISTRATION NUMBER: tl 2s cp9Ej REGISTRATION NUMBER: REGISTRATION NUMBER: ,, " OW-00-65- REGISTRATION W-o SREGISTRATION NUMBER: REGISTRATION NUMBER: r , 0 " I L E TAID Nrjo@rR 'ing[Ing®fing CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN , ,,.. CALCULATIONS \\\ , ,c-6-li s-,,,y) 74- ,\J OF DECATUR HIGH SCHOOL SCOREBOARD FOUNDATION 2800 SW 320th Street Federal Way,WA 98003 FOR flA1 F � aa) 3 - .4 ti-0 ccg t CULBERTSON SIGNS c 5209 122" Street East -�t� 2' �b~ Tacoma, WA 98446 II l 03� REI Job No. 08019 ""� "` -' February 2008 RECEIVED FEB 2 0 2008 1519 West Valley Highway North/Suite 101 CITY OF FEDERAL WAY Post Office Box 836/Auburn, WA 98071 CDS 253-833-7776 Fax 253-939-2168 • • G3C�[pC�G't� �C]��C]C�C��i][n�C�9 hapSOB c��r��L?_`�!sesa-�:L� !�:,,.ta�a��_ �.��.� CONSULTING ENGINEERS/CIVIL AND STRUCTURAL SHEET NO. J� OF CALCULATED BY AG.? DATE 2/2.0/ca 1519 West Valley Highway North/Suite 101/Auburn,WA 98001 I Post Office Box 836/Auburn,WA 98071 CHECKED BY DATE 253-833-7776 Fax 253-939-2168 SCALE e/_e1/ / f 1, ....... • f 11 I 11 II I I I� 51ci� �Y �` II II H II 1I I1 1I 11 1 no. .1 4;.ate— X e T ili I/ °�4. c,1 /5"-rip '1 9a°rte �� pi , I \7 \: b 1t/1,5� . „ . ee ti i, /. D . 0.-Pore.- p °u.°.+A5 Go".G s �� (L) r3 e �, ,,v- ii ,. .. , . 7- II . .. /j • 1 /, ` ;�'_ 1 I ' . 1 . '\,\ THIS SIGN FOUNDATION ANALYSIS IS' BASED ON SOIL LATERAL BEARING a, ' U PRESSURES TAKEN FROM TABLE 1804.2 --.'"f7.44-7N `�/'-` � /� Z,""•—/3/4:..-7/ �"/// OF THE 2006 IBC AND SOIL TYPES BASED r z ar / ON THE KING COUNTY SOIL SURVEY.IF A3 ' SITE CONDITIONS DIFFER FROM THESE ' ` R= ASSUMPTIONS,THE ENGINEER MUS•I BE NOTIFIED SO THAT THE ANALYSIS MAY . BE UPDATED TO MEET ACTUAL SITE CONDITIONS. r ! • RUPERT ENGINEERING,INC. Job No.08019 1519 West Valley Highway North,Auburn,WA 98001 2/20/2008 PROJECT NAME: DECATUR HIGH SCHOOL SCOREBOARD FOUNDATION 2300 SW 320th Strait,Federal Way,WA 98003 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2006 International Building Code and ASCE 7-05. All sign material and connections to column by others_ DESIGN CRITERIA: Basic Wind Speed: V= 85 MPH ASCE 7-05 FIGURE 6-1 Exposure Category: B ASCE 7-05 Section 6.5.6.3 Wind Importance Factor: IW= 0.37 ASCE 7-05 TABLE 6-1 Total Height of Sign: 12 FT Nominal Height of Atmospheric Boundary layer zs= 1200 FT ASCE 7-05 TABLE 6-2 Power Law Exponent a= 7 ASCE 7-05 TABLE 6-2 Exposure Constant: z,,,; = 30 FT ASCE 7-05 TABLE 6-2 Turbulence Factor. c= 0.3 ASCE 7-05 TABLE 6-2 Integral Length Scale Factor e= 320 FT ASCE 7-05 TABLE 6-2 Integral Length Scale Exponent Cave= 0.33 ASCE 7-05 TABLE 6-2 Mean Hourly Wind Exponent aave= 0.25 ASCE 7-05 TABLE 6-2 Mean Hourly Wind Factor. bane= 0.45 ASCE 7-02 TABLE 6-2 Period Coefficient Ct= 0.02 ASCE 7-05 Table 12.8-2 Period Coefficient x= 0.75 ASCE 7-05 Table 12.8-2 Approximate Fundamental Period: Ta= 0.13 SEC ASCE 7-05 Eqn.12.8-7 DESIGN LOADS: Top Sign: Height: 4 FT Width: 8.00 FT Point of Wind Load Application: 10.00 FT Sign Area: Af� = 32.0 FT2 Velocity Pressure: qh=0.00256KhKaKdV2IW Exposure Coefficient: Kb= 0.57 ASCE 7-05 TABLE 6-3,NOTE 2 Kz1= 1.0 ASCE 7-05 SECTION 6.5.7.2&FIGURE 6-4 Kd= 0.85 ASCE 7-05 TABLE 6-4 qh= 7.9 LB/FT2 Gust Factor. G=0.925(1+1.7golzQ)/(1+1.7g„lz) Intensity of Turbulence: Iz= 0.305 gQ= 3.40 ASCE 7-05 Section 6.5.8.1 g„= 3.40 ASCE 7-05 Section 6.5.8.1 Equivalent height of structure: Za„e= 30.0 ASCE 7-05 Section 6.5.8.1 Background Response: Q= 0.948 Lzave= 310.0 Rigid Gust Factor G= 0.894 Clearance Ratio: Height „/Heighttotai= 0.333 ASCE 7-05 Figure 6-20 Aspect Ratio: Width „/Height „= 2.000 ASCE 7-05 Figure 6-20 Net Force Coefficient: Cf= 1.78 ASCE 7-05 Figure 6-20 Design Wind Force: F=ghGCfAf= 400.5 LB Overturning Moment: 4005 LB-FT ASCE 7-05 Figure 6-20 • i RUPERT ENGINEERING,INC. Job No.08019 1519 West Valley Highway North,Auburn,WA 98001 2/20/2008 Bottom Sign: Height: 1 FT Width: 0.00 FT Point of Wind Load Application: 0 FT Height of Top of Sign Above Grade: 1 FT Af-bottom= 0 FT' Velocity Pressure: qh=0.00256KhKnKdV21,W Exposure Coefficient: Kh= 0.575 ASCE 7-05 TABLE 6-3,NOTE 2 Kzt= 1 ASCE 7-05 SECTION 6.5.7.2&FIGURE 6-4 Kd= 0.85 ASCE 7-05 TABLE 6-4 qh= 7.9 LB/FT` Gust Factor. G=0.925(1+1.7gal Q)/(1+1.7g„ice) Intensity of Turbulence: = 0.305 g0= 3.40 ASCE 7-05 Section 6.5.8.1 gv= 3.40 ASCE 7-05 Section 6.5.8.1 Equivalent height of structure: zave= 30 ASCE 7-05 Section 6.5.8.1 Background Response: Q= 0.995 Lave= 310.0 Rigid Gust Factor G= 0.922 Clearance Ratio: Heights;g„Heightt,,,f= 0.000 ASCE 7-05 Figure 6-20 Aspect Ratio: Widths;g„/Heightsg„= 0.000 ASCE 7-05 Figure 6-20 Net Force Coefficient: Cf= 1.2 ASCE 7-05 Figure 6-20 Design Wind Force: F=ghGCfAf= 0.0 LB Overturning Moment: 0 LB-FT ASCE 7-05 Figure 6-20 Columns: Number of Columns 2 Column Type(TS or Pipe): ISS Section Size: 4x4x1/4 Column/Cladding Width: 4.0 IN Horizontal Projection: 4.0 IN Centroid of Column: 4 FT Height of Column Above Grade: 3 FT Total of Column Areas: 5.3 FT2 I: I= 7.3 IN4 Modulus of Elasticity: E= 29000 KSI Stiffness: k= 392.71 KIN2/FT3 Velocity Pressure: qh=0.00256KhK„KdV21,v Exposure Coefficient Kh= 0.575 ASCE 7-05 TABLE 6-3,NOTE 2 Kn= 1 ASCE 7-05 FIGURE 6-4 Kd= 0.85 ASCE 7-05 TABLE 6-4 qh= 7.9 LB/FT2 Gust Factor. G=0.925(1+1.7g0IzQ)/(1+1.70z) Intensity of Turbulence: IZ= 0.305 gQ= 3.40 ASCE 7-05 Section 6.5.8.1 gv= 3.40 ASCE 7-05 Section 6.5.8.1 Equivalent height of structure: Zeve= 30 ASCE 7-05 Section 6.5.8.1 Background Response: Q= 0.960 Lzave= 310.0 Rigid Gust Factor. G= 0.902 Clearance Ratio: Heights,g„/Heighttotai= 1.000 ASCE 7-05 Figure 6-20 Aspect Ratio: Widthsg„/Heights,„= 0.042 ASCE 7-05 Figure 6-20 Net Force Coefficient: Cf= 1.30 ASCE 7-05 Figure 6-20 Design Wind Force: F=ghGCfAf= 68.0 LB Overturning Moment 299 LB-FT ASCE 7-05 Figure 6-20 TOTAL OVERTURNING MOMENT: 4304 LB-FT TOTAL WIND FORCE: 469 LB HEIGHT OF RESULTANT FORCE 9.19 FT • • RUPERT ENGINEERING,INC. Job No.08019 1519 West Valley Highway North,Auburn,WA 98001 2120/2008 STEEL COLUMN DESIGN: AISC Section: ASTM A 500,Grade S Fy= 48 KSI Second Moment of Area I= 7.8 IN4 S= 3.9 IN3 Fb=0.66*Fy*4/3= Fb= 40.48 KSI M(base) 2152 LB-FT,each column fb= 6.62 KSI < 40.48 KSI OK Deflection at Top 5= 0.53 IN Deflection Ratio=Height/ 271 > 150 OK Torsion Design: ASCE 7-02,Figure 6-20,Note 3,Case B Applied Torque= T= 0 LB-FT Outside Diameter= routs e= 1.52 IN Torsion Constant= J= 12.3 IN4 Maximum Shear Stress= Tmax= 0.00 KSI < 40.48 KSI OK FOUNDATION DESIGN: Lateral Bearing Pressure: 150 PSF/FT IBC TABLE 1804.2 Constrained Depth of Footing: Combined Footing?Yes or No? CONSTRAINED: d2=425[M9/(S3b)] Combined Footing? No Shape of Footing: Square Length: 3.00 FT Width: 3.00 FT b= 4.24 FT Allowable Lateral Pressure: S1= 162.4 PSF S3= 4872 PSF A=2.34*F/(S1*b)= A= 0.80 Nonconstrained Depth of Footing: d= 3.25 FT • • r • • co cn 008l4ZS OZL;4ZS O49;4ZS 09S;4Z5 084;4ZS 004;4ZS O O 0 N O)r , Q- �a w $ �f <` of 3 , / a_4 ti co' �.: { ' MS3^y lsz ' H • t r v 'a. ak--,4,''' -444',*,,,21:t*4-2-r. 41- „.,.._„. _ - v , . „.:.... -,..,,, „ ; 1,.. 4.a...,,, ,....„.x,,,,..A1, . .. 4 = ' MS 3Atl H19Z , ,, _,. -4 al co - >40 co 2 I6 0 " fi rt, f =N m O O C N (.0— s ,�: _. c - _ at 3 t' n °� 2 m co ca (A v tzr '" 4 y h 1 = - - . 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