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16-104609 • Sign City of Federal way Permit #:16-104609-00-SG Community Development Dept. 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253) 835-3050 Ph:(253)835-2607 Fax:(253)835-2609 Project Name: NW WELLNESS CENTER Project Address: 34730 PACIFIC HWY S Parcel Number:202104 9145 Project Description: Relocate(1)existing monument sign. • Owner Applicant Contractor LORRI A NICHOLS LLC MILAN MICHALEKFEDERAL WAY SIGN FEDERAL WAY SIGN LLC(GENERAL 01) 34730 PACIFIC HWY S LLC FEDERWS894DS(3/20/17) FEDERAL WAY WA 98003 34205 18TH PL S 34205 18TH PL S FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 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 N/A Monument Yes 2 7.00 8.00 8.00 12.00 4.00 140.00 Additional Permit Information Comprehensive Plan Designation Commercial Enterprise Zoning Designation CE CONDITIONS:_ 1.All electrical to be on separate permit. 2.Inspector, please ensure the sign is located a minimum of 20 feet from the front(street side) of the sidewalk. PERMIT EXPIRES Monday,26 June,2017 Permit Issued on Wednesday,December 28,2016 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 W shington and the City of Federal Way. ------- 71. . Owner or agent: Date: 12—— 2—g g — 7-t7 1 G � 1 �� g1r. THIS CARD IS TO REMAIN ON-SITE CITY OF - , Construction Inspection Record Federal Way INSPECTION REQUESTS: (253)835-3050 PERMIT#: 16 104609 00 Address: 34730 PACIFIC HWY S Project: LORRI A NICHOLS LLC FEDERAL WAY WA 98003-6821 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. ® Footings/Setback(4110) ® Final-Sign(4085) ® Attachment(4010) Approved to place concrete Approved Approved By Date 'l 11 1 i '' By i, 10.-. t, Date ',1_, 3--1 t- By 0 1:.j,.,,,j Date a 1 -i i.3' El Rough Electrical ❑ Final Electrical Right of Way Approved Approved Approved By Date By Date By Date Agimin._44‘I I hi RIWEEN ED CITY OF SEP 15 2016 SIGN PERMIT Federal Way CI. of FEpERALWAY APPLICATION ( �, cos PERMIT NUMBER `Y H 0 L I (00 1 67 TARGET DATE / I 13 SITE ADDRESS -13 l 3 O T'AcC'd SLG tk-Ui to S. VEDtrA L w P ' W 0\ 9.g oo BUSINESS NAME ON SIGN r1pIZ- f-,CT- wM. LLV.)F-SS ASSESSOR'S TAX PARCEL# C) /�0 q - 1 / % ; ZONING DESIGNATION (,'_ ELECTRICAL INCLUDED(Attaching to existing J-box) o PROJECT VALUE $ 1 1 -oO r` DETAILED PROJECT DESCRIPTION SIGN OWNER: NAME NPRIMARY PHONE O?t U � (Zgt) 617-:+ d6Go MAILING ADDRESS �q--�-^ FAX NUMBER 3 � �caCL % . "Rat . ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS CONTRACTOR: NAME '.1 OFFICE PHONE U�tsps+ W u ) G2-9- 2-0 MAILING ADDRESS CELL PHONE SI+2 os tg�E-E� S• ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS -4'6 — W A ,ZOo 3 WA STATE CONTRACTOR'S LICENSE: EXPIRATION DATE: FEDERAL WAVAUSINESS LICE SE: �E®E6ZWS 8°t IDS 3 - --Zot APPLICANT NAMEPRIMARY PHONE MIEN (2S-6) S2-41 - 20I' MAILING ADDRESS FAX NUMBER Tex .uc.t,e, cut A--2r179e_ ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS: CONTACT ILAM (2-5-6) C2-9I- Zo l l I certify under penalty of perjury that the information/tarnished by me is true and correct to the best of my knowledge,and further,that I am authorised by the owner of the above premix to perform the work for which the permit application is made.• SIGNATURE DATE: ` t PRINT NAME 11 tC-tt PERMIT CENTER+33325 8TH AVENUE SOUTH+FEDERAL WAY,WA 98003-6325+253-835-2607+FAX:253-835-2609+permitcenteC cityoffederalway.com rJ • PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN FREE STANDING SIGNS SIGN TYPE SIGN AREA ILLUMINATED? LANDSCAPING TOTAL BASE (Monument,Pedestal,Pole) (#of faces x 2) (square feet) HEIGHT HEIGHT A 'ec2,e tr Q. 2 iso kms._ Lf. B C SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY(LINEAR FEET): to BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA ILLUMINATE,- BUILDING ELEVATION EXPOSED (Cabinet,Channel Letter,Awning,etc.) (N,S,E,W) BUILDING FACE A B C D E LARGEST EXPOSED BUILDING FA (SQUARE FEET): EXEMPT SIGNS SIGN TYPE SIGN €A SIGN HEIGHT NUMBER OF (Directional,Instructional,tenant panel,etc.) SIGNS E-1 E-2 E-3 E-4 E-S Bulletin#102—May 3,2016 Page 2 of 3 k:/Handouts/Sign Permit Application 0y` 0� STRUCTURALENGINEERING CALCULATIONS (Steel column & foundation only) PROJECT NAME: Monument sign for NORTHWEST WELLSNES5 Number: 2016066 2 0J6Z-4.11.ZiCk •:5 CLIENT: FEDERAL WAY SIGN CO. ` I G Milan Michalek 34205 18th Place South Federal Way, WA 98003 JURISDICTION: City of Federal Way Building Department all tkArkli J. • • •• , m 15108 vtis»ti' '. ?ONS. 12-01-2016 RJN & ASSOCIATUSUBMIUED ARCH-ENGR DESIGN GROUP A multi discipline company DEC 0 8 2016 1220 South 356th Street,suite A-3 Federal Way,WA 98003 CITY OF FEDERAL WAY CDS . illem••••••"........ ...0............... 1 4.i.. ___) 404, Lt �.► lam, 4/4 mAinimir I VZ" VerneAi... . '- 'TOSE a : - 4ite INal: 4T- 1 - ri " 15.7. .4it,t_ 4-qi t-° GTte Wad aci tberm Igt.tvit.poLe 9YPPUED A4 f, N gm 1>w- OF Fri •O7zcc '12.414 _ cA� / _ _AlraMMI, . M, i • 4 1:7 Imo. Itot_{ " I PLATE - ......tE,.. i$ 3 PLATE* TO PLADikte WELDEt,TO lAE1•ICR••••••••••=•••••• •••.•••••••=.........rrome.m..11p : ''' E . JOur4oid, FRAME FO-E 1 t htGt-VUEt7 ii 2 PLATE' ;01--____;_i_71:16t._;______t t2 PLNTE To BE 12.",( 140• 11•.° To Ycx x pot.? A3rtmopi VT.." TIATE4 '61E'EL 4_________._ifttLV MOT it4GLOD D **1 a sz. pisainv ukWeg Tt.)E5 801)L ( fitip. t r ei if Wach ces*V-t- 2 144n-6m) S2Qgrq E(L *1;G� I ft,443- Q This document is the sole property of RJN Consultants. Any reproduction of this document without the written approval of the above consultants is strictly prohibited. . Any modifications or use of this document for any other project without written approval by RJN Consultants, shall render the above Consultants harmless from any litigation or suit . caused by their use and modification. i `L al i 1 rNORTHWEST --- +1 Sou ,; - w►�+COvE6tric�lt� WELLNESS LAKp .. NAME OF THE TENANT m ,,r------ (2...)S•S.0 po,NrLs NAME OF THE TENANT [IG 04 ,; NAME THE TENANT i 0 °' NAME OF THE TENANT ..--Git+4 krc�it CO To't0E. S a ill '!) ASS Sic tisiss C vrr. ■ �- �L(>ctcs. 4 t�Rome_ -`:i I ►-all. T o I* ( ! Oa ��c-r a� NOE I , R i Cif.) retericA,L VY 'P4 a L lit,' "itiO,l6 41•4-Acb+.k-►S — y s Dov Lam` ib6-1b 1 e sakLLtf UT r 0141.444.0.7 " S't414. cots;lisw.F.QCa.T. Eva ODIN SiGu "Pc"51.E.14 - it,os V ; tikL :vi.o,N ve-TA%L.s jsc.: s' - 14-'l 0f r:.c�Tl� of P..c�zTEE 44_ locPutrtd frioc 41 Citf E vj41Zon RJN & ASSOCIATES NW WELLNESS SIGN ARCH - ENGR DESIGN GROUP 2539 Mirror Lake E street (253) 874-9323 Federal Way, WA 98003 MO SOUTH IMO sr. SUITS A.8 AMM,WAY,WMNM1.TON ssoos . , ., PiRJN & ASSOCIATES 1220 South 356th Street.suite A-3 Sheet: 9 Job#: Federal Way.WA 980038 Project:, (253)874-9323 Fax(253)874-9323 Calculated by: Date: Checked by: Date: 8 -- / 1 i • i .S...1.•,........—. t,' , .,..:., , ,..-„i: ' • . \ . . /•..',, : V ; 41. ,4a..C. 111- 1 , , 1.' .•.- P. ':'' '' ' I , S; ADA 1 ......, I 14 :.14 ,t i b, a ,c 0 , i. , , i , .c... ) .,..„ a .... ‘..................................,.............. I U ---III.— • - - i , , • C 0 n 0 x 0 C3) Is ...J C ) j (1) L a) CNIN 7 ./ N e-- Cl) C4') • € CY) 8 0 0 N g. ..> _ r.„4, . . _ .. . _ ... , .. ..4 , _ ; .__.. . 1 4.0 ..: ... N to ( co C d` 0 o Q N N v) f Y N I 0 "' I� T••• N V/ I CL oer N CD 'Cr N I A • M N CY) ,� t . . CV Cti _ J f CO - 'J M Cy) C ) C11 ii U, ! a) d` v v At'nhp:i Tr..-I,,,...,-,I,, W/NDSPEED BYLOCATION ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results • N 4 II,NIA Query Date:Mon Dec 05 2016 II/4 1 .`.h "-.l 1::Ai:p `•A';.AICM PIAN Latitude:47.3234 Longitude:-122.3402 ASCE 7-10 Windspeeds (3-sec peak gust in mph*): ,ee—.�___-_____ Risk Category I: 100 ,�4, ., ,,,, k+)kl Risk Category II: 110 M:Ih IaYA 1)A1*() Risk Category III-IV: 115 MRI**10-Year:72 'I ki �A nt:Il tir,ur MRI**25-Year:79 *'':)M y:; MRI**50-Year:85 NI Iii MRI**100-Year:91 ta?AGA United Sta San FT:.sco ' I:Rat10 K. ASCE 7-05 Windspeed: 85(3-sec peak gust in mph) '" °Las Vega* ASCE 7-93 Windspeed: Las Aele pttpty data 02016 G 70(fastest mile in mph) roogle,INEGi *Miles per hour **Mean Recurrence Interval Users should consult with local building officials to determine if there are community-specific wind speed requirements that govern M.1 i----I Print your results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the AIC Endowment Fund•Applied Technology Council•201 Redwood Shores Parkway,Suite 240•Redwood City,California 94065•(650)595-1542 . RJN&ASSOCIATES PROJECT: NORTHWEST WELLNESS SIGN s,,.a: a.3 PAGE F'22"°:::5..l CLIENT: Federal Way Sign Co:Milan Michalek a53,874.9323 Fax.'53474 4323 JOB NO.: 2016066 DESIGN BY: RJN - Wind Analysis for Freestanding Wail&Sign Based on ASCE T-2010 DATE: 12.05.2016 REVIEW BY INPUT DATA Exposure category(B,C or D) = B Importance factor,1.0 only,(Table 1.5-2) Iw = 1.00 Basic winds peed(ASCE 7-1026.5.1) V = 100 mph Topographic factor(26.8&Table 26.8-1) K2, = 1 Flat Height of top h = 12 ft Vertical dimension(for wall,s=h) s - 8 ft Horizontal dimension B = 8 ft Dimension of return corner 4 = 1.5 ft s DESIGN SUMMARY ,.. Max horizontal wind pressure Max total horizontal force at centroid of base = 22 psf F Max bending moment at centroid of base M = 11.05 ft-kips F 1.38 ft-ki Max torsion at centroid of base ps T = 2.21 ft-kips ANALYSIS Velocity pressure qh=0.00256 Kh ict KK V2 = 15.23 psf where: qE,=velocity pressure at mean roof height,h.(Eq.29.3-1 page 307&Eq.30.3-1 page 316) K,,=velocity pressure exposure coefficient evaluated at height,h,(Tab.29.3.1,pg 310) = K,,=wind directionalityfactor. 0.70 (Tab.26.6-1,for building,page 250) 0.85 h=height of top = = 12.00 ft Wind Force Case A:resultant force though the geometric center (Sec.29.4.1&Fig.29.1-1) p=ghGCr= = 22 psf _ F p As = 1.38 kips M=F(h-0.5s)for sign,F(0.55h)for wall 11.05 ft-kips T= = where: G=gust effect factor.(Sec.26.9) = 0 ft-kips = 0.85 Cf=net force coefficient.(Fig.29.4-1,page 311) 1.67 A,=Bs = 64.0 ft2 Wind Force Case B:resultant force at 0.2 B offset of the geometric center (Sec.29.4.1&Fig.29.1-1) p=Case A F=Case A = = 1..33 psf 8 kips M=Case A 11.05 ft-kips T=0.2FB = 2.21 ft-kips Wind Force Case C:resultant force different at each region (Sec.29.4.1&Fig.29.4-1) P=ghGC1 F=EpAs M=E[F(h-0.5s)for sign,F(0.55h)for wall j T=ETs , I ` Distance Cf Pi A„ F, Ml Ti (ft) (Fig.6-20) (psf) (ft2) (kips) (ft-kips) (ft-kips) 8.0 2.250 29 64 1.86 14.92 0.00 8.0 1.500 19 0 0.00 0.00 0.00 E 1.86 14.92 0.00 <==Case C may not be considered,footnote 3 of Fig.6-20 • RJN ASSOCIATES PROJECT: NORTFRNEST WELLNESS SIGN Nwi ass, .!!as PAGE 20 1 pi twat way rra semta CLIENT: Federal War Sign Co._,ESS Mian Mithalelc y< DESIGN BY: MIN Sign Design Based on AISC 360-10,ACI 318-14,and BC 1807.3t2.o5 2ota REVIEW BY INPUT DATA&DESIGN SUMMARY COLUMN SECTION(Tube,Pipe,or WF) HSS6X0.500 1" L I COLUMN YIELD STRESS Pipe _ 46 ksi Y Nal __._.fr, DIMENSIONS L= 8 ft Hs = 8 ft W („ SIGN GRAVITY LOAD ft2 He = 4 ft = (lbs/ ) D= 15 psf SIGN LATERAL LOAD(qhs/ft2) W= 25 psf,ASD COLUMN LATERAL LOAD(pH) F= 11 DIAMETER OF POLE FOOTING 'ASD b= 2 ft ALLOW SOIL PRESSURE Qa = 1.5 ksf F r i LATERAL SOIL CAPACITY P p = 0266 ksf/ft RESTRAINED a GRADE?(1-ryes,�no) 1 Yes Use 2 ft die x 3.70 ft deep footing restrained e ground level b f THE DESIGN IS ADEQUATE. —1 ANALYSIS CHECK COMBINED COMPRESSION AND BENDING CAPACITY OF COLUMN(AISC 360-10,H1) PT+g Mrx Mry , for P'>_0.2 9 Mcr Mcg J Pc 0.52 < 4/3 �I Pr Mrx Mry Pr + —+— for <0.2 {2Pc Pc M� Mcg Pc Where Pr= 1.01 kips Ma = 12.888 ft-kips,at bottom of column Mry = 3.8664 ft-kips, 30% Mn, used Pc=Pn/ac = 94 /1.67= 56.539 kips,(AISC 360-10 Chapter E) > Pr MathifactolY1 Mp, =Mn/rib = 54.817 /1.67= 32.824 ft-kips,(AISC 360-10 Chapter F) > 3/4 Mnr [Satisfactory] Mc►' =Mn/ab = 54.817 /1.67= 32.824 ft-kips,(AISC 360-10 Chapter F) > 3/4 Mir [Satisfactory] DESIGN POLE FOOTING(IBC/CBC 1807.3) BY trials,use pole depth,d= 3.704 ft Lateral bearing©bottom,S 3=2 P p Min(d, 12')= 1.97 ksf Lateral bearing©d/3,S, =2 Pp Min(d/3,12')= 0.66 ksf Require Depth Is given by 4[..11+4.36h] d-. 2 + --i- ifor nonconstrained r4.25Phbs = 3.704 ft [Satisfactory] I for constrained 3 Where P= V,,,,r = 1.64 kips A= 2.34P/(bS1)= 2.04 h= Mmax/Vmex = 7.84 ft CHECK VERTICAL SOIL BEARING CAPACITY(ACI 318 13.3.1.1) risco = (t)Hs L+col wt)/(a b2/4)= 0.32 ksf,(net weight ofpdefooting kvcluded.) < Q 111 l'; ', igivj : ,,„„ „gi! ,!. „,,, „, s .1, e g !: . wws ns . )11 m . fi r = g g 3i a ' � i 5 LLJ g Z: q ff : :ii. !; '� ; :1iAi ":i il 81 1 ri $ 1 3 o lac "5 ''g ?�a els Z � l� 1 w y ir 4 0 0 0 0 0 0 0 0 0 0 © ® 0 0 0 I - W o ?e 'J M 1'I ,L U v i II111 LW z III a) w _ _1 1 O' J eaet 06 13365 OS+SS vls 3611 ICIV6 J cr \—`—, ��III- I \ ®1-P \, 0 d N:. i',T ii\ •3 .-\ § N j - 1 a r N € co i _\ 1�g ,s2 :© . I i Om C:= 3 I Ni wz m =� ► Iff 1. . iv,,,,iulii.lit.er,,,,,N:ii,..11, 4, \ <, - -'8 00:914:101141' ' ,N,___,_,_e_____ _ m i_es 0 7, 04 w kid e, P --0 vires ,OM \ '�AR i e I o •y s' .` 5 . e \ g ��Vii . \ a. \ I �_ $o833E . \ \ I \1111;:::--:::141.13:1-----IS i 5 '\ \ ,4.,..0 Ir--.:-..-- o\ 1 \ o ^ � 1 $ 11 $ 1. 1 y i ,i ,_t.i, ...., iv olki ., ti .,.ro„, Z ,..K a 40 0 g q g 4 2 . ',fit' .. �I01, . fir '- e i, \ a (5----4 �O a 1 ' ''-:. 345)i 2 hilr` 1 •,\ I . u1w``a ,i a ss I Si a 98 13365 05+/S tl1S 3611/O196 • 2 t Md sz2 9/05/95/9 6•p5o1daszzoc/\looquoo\d0/5\99530\A mum Astiacid-llat\.lrM rL303J\5103'Oaa\M c0 PERMIT #: 16-104609-00 SG ADDRESS: 34730 ic Hw PROJECT: MonumentPacify S Sign PY :> ENW WELLN . - IS . ESS CENTER dans to be on-site & At 8: 10/14/16 available to Inspector -- - %>sjg, Q cal : F".Q N LLI ijj U3 \ *t W u_ dik 4444 Q ill, I— u- p co • oc a 11 Ca .,�.�..-..rte.. ' u1 2 g_s_14 c.) icx • • rec,6 30„.„4 • C3'c 3 -2 ‘.5.E -�-- --- r w3 2►,� _ u s 12 g=71. 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