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19-104326 Sign City of Federal Way Permit #:19-104326-00-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: CLEAR CHOICE DENTAL IMPLANT CENTER Project Address: 2505 S 320TH ST Parcel Number:797820 0535 Project Description: Installation of internally illuminated channel letter wall sign. Includes electrical connection to existing J-box. Owner Applicant Contractor SEAN MUZARCLEAR CHOICE TRACIE SKILESBERRY SIGN SYSTEMS BERRY SIGN SYSTEMS MANAGEMENT SERVICES LLC 7400 HARDESON RD (ELECTRICAL04) 8350 E CRESCENT PKWY EVERETT WA 98203 BERRYSS853W7(1/27/21) GREENWOOD VILLAGE WA 80111 7400 HARDESON RD EVERETT WA 98046 Additional Permit Information Comprehensive Plan Designation City Center Core Zoning Designation CC-C PERMIT EXPIRES Sunday, 14 June,2020 Permit Issued on Tuesday,December 17,2019 I hereby certify t t the above information is correct and that the construction on the above described property and the occ y 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. Owner or agent: Date: / (0/i THIS CARD IS TO REMAIN ON-SITE CITY Of Construction Inspection Record Federal Way INSPECTION REQUESTS:(253)835-3050 PERMIT#: 19 104326 00 Address: 2505 S 320TH ST Unit 110 Project: SEAN MUZAR FEDERAL WAY WA 98003 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) 0 Final-Electrical(4055) i•0 Final-Sign(4085) Approved to place concrete Approved Approved ,�j By Date By 7 Date .r.By /�� Date J''Z p�✓ • ® Attachment(4010) er Approved By Date 5--...Z—,,Z6, 0 Rough Electrical 0 Final ElectricalElRight of Way Approved Approved Approved By Date By Date By Date lille . RECEIVED CITY OF 41111111.4116.0001SEP 10 2019 SIGN PERMIT Federal WaycommuNOF F D E LE LPMENT APPLICATION 4 / PERMIT NUMBER___L ± - 10 _VA L - 54 TARGET DATE 76/e/ 9 SITE ADDRESS .150$ S--; 5 " 0 —fr/it) BUSINESS NAME ON SIGN Utak_ CAv(/t) ASSESSOR'S TAX PARCEL* 1 1 q Z " - 0 , . ZONING DESIGNATION e a C ELECTRICAL INCLUDED(Attaching to existing J-box) /Ye>�/No PROJECT VALUE $ 1 ?70 DETAILED PROJECT DESCRIPTION lV/ 61kk.(A ify•-e_ KpW &P6IN SIGN OWNER: NAME . PRIMARY PHONE C"Ikth ,� (4'70 7L -7W3or RESS FAX NUMBER 13 . c/resemiti_1C-1.4"Vt) DOIA N� L STATE� Z�0IP l I I E-MAIL ADDRESS CONTRACTOR: NAME Y(1, 1 £ 'r' 1 i OFFICE 1 PHONE CC I � MG !U�IN� `� / CELL PHON — _It ``(i�� V U c CITY 3T — �ZIP C DE E-MAIL ADDRESS '< WA STATE CONTRACTOR'S LICENSE: TION D TE: FEDERAL WAY BUSINESS LICENSE: APPLICANT NAME ^ PRIMARY PHONE Ivefeli /1&444/11 MAILING ADDRESS �� /4�. FAX NUMBER CITY STATE ZIP CODE E-MAIL ADDRESS PROJECT Yf71 PRIMARY PHONE AIL ADDRE§S: CONTACT A �LC ^ J )70, c 5s-yf/Iy1 --i-ri 'ij i I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorised byt7/ o the above premises to perform the work for which the permit application is made. SIGNATURE -0 DATE: 11 11 GJ PRINT NAME , PERMIT CENTER+33325 8Th AVENUE SOUTH+FEDERAL WAY,WA 98003-6325+253-835-2607+FAX:253-835-2609+permitcenter{dcityoffederalway.com le 4 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 B C SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY(LINEAR FEET): BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA ILLUMINATED? BUILDING ELEVATION EXPOSED 1(cabinat,Channel r,Awning,etc.) (N,S,E,W) BUILDING FACE Y r;Wq7D E LARGEST EXPOSED BUILDING FACE(SQUARE FEET): ... g? Q// 3 v 6 EXEMPT SIGNS SIGN TYPE SIGN AREA SIGN HEIGHT NUMBER OF (Directional,Instructional,tenant panel,etc.) SIGNS E-1 E-2 E-3 E-4 E-5 Bulletin#102—May 3,2016 Page 2 of 3 k:/Handouts/Sign Permit Application 1of3 11 10(f 3X� r 4Pi SU L LAWAY 10815 RANCHO BERNARDO RD.,SUITE 260 SAN DIEGO,CA 92198 ►ef ■ ENGINEERING PROJECTMANAGER@SULLAWAYENG.COM PHONE:1-858-312-5150 PROJECT: CLEAR CHOICE,2505 S.320TH ST.,SUITE 110,FEDERAL WAY,WA DATE: 10/30/2019 PROJECT#: 23666 ENGINEER: PS CLIENT: BERRY SIGN SYSTEMS LAST REVISED: )( 5'-0" .fr 5'-0" )' 9'-0" .(' war 58'-0" MAX. Y.. _sly: Cel ea rChoice OAH. N rr ,--- - 24'-0" .+' 0 ELEVATION SHIM SLEEVE AS NEEDED FOR SNUG FIT 3X3X16"SQ. HSS '0 THRU BOLT TUBE FRAME TO SLEEVE OVER 2i"TUBE FRAME 22X22X 6" SQ. HSS Ii WOOD STUDDED PARAPET 111 &WALL BY OTHERS 6" IV g'0 LAG SCREWS " 4 - - EMBED. =3" f-, , , THREADED PEN. =2 INTO STUDS OR BLOCKING 6X64" 3/16 " STL. PLATE O3 SECTION 0 SECTION GENERAL NOTES 1. DESIGN CODE:IBC 2015 2. DESIGN LOADS:ASCE 7-10 3. WIND VELOCITY 110 MPH EXPOSURE C 4. SQ./RECT.HSS STEEL ASTM A500 GR.B,Fy=46 KSI MIN. ' =, �) Sttc 5. BOLT STEEL ASTM A307 HOT DIP GALVANIZE PER ASTM A153 / ' OR ZINC PLATED PER ASTM B633 / , . 6. LAG SCREWS PER NDS SPECIFICATIONS 7. PLATE STEEL ASTM A36 `r 8. PROVIDE PROTECTION AGAINST DISSIMILAR METALS "t 9. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED RESUBMITTED 1 `• a IN FIELD SUBMITTED ° ZONAL 10. ALL DIMENSION SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED PRIOR TO FABRICATION NOV 2 1 2019 COMMMUNNrr,'FEDERAL - 2 of 3 Y. t q S U L LAW/\Y 10815 Rancho Bernardo RD.,SD,CA 92127 projectmanager@sullawayeng.com bI ENGINEERING NG ( NEERING Phone:858-312-5150 Fax:858-777-3534 PROJECT: CLEAR CHOICE DATE: 10/21/2019 PROJ. NO.: 23666 ENGINEER: PS CLIENT: BERRY SIGN SYSTEMS V5.0 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 Pnet=X Ke pnet30 (ASCE 30.5-1) X= 1.59 (ASCE Fig. 28.6-1) Kit= 1.0 (unless unusual landscape) V= 110 mph Exposure= c Area= 71.1 ft2 max. height= 58.0 max pnet3o= 19.06 psf Pnet= 30.31 min pnet3o= -23.76 psf Pnet= -37.78 Face Loads Trib. A. = 34.75 ft^2 WL= (37.78 psf)*(Trib. A) = 1312.87 lb DL= 1.2*(10 psf)*(Trib. A) = 417.00 lb arm = (35)/2 + 19.5 = 37.00 in Mw= WL*arm = 4.05 k-ft Trib. A(T) = (9'-0)(2'-11") = 26.25 ft^2 WL (T) = (37.78 psf)*(Trib. A) = 991.74 lb arm (T) = 4.50 ft T= (WL(T))*(arm (T)) = 4.46 k-ft spacing (T) = 10.00 ft T Load = T/(spacing (T)) = 0.45 k Check 3X3X3/16" SQ. HSS: M (total) = Mw+ (T Load)*(arm) = 5.42 k-ft fMn = 6.81 k-ft 0.80 < 1 Check 2.5X2.5X3/16" fMn = 6.49 k-ft 0.84 < 1 Check thru bolt at sleeve: diameter= 0.50 in V per bolt= (WL+WL (T))/2 = 2.30 k V capacity= 0.75*27*(bolt area) = 3.98 k 0.58 < 1 Side Loads Trib. A. = (2+11/12)*(10/12) + (18/12)*(3/12) + (11.5/12)*(3/12)+(24/12)*(2/12) = 3.38 ft^2 WL= (37.78 psf)*(Trib. A) = 127.64 lb V per screw= WL/4= 31.91 lb 3 of 3 I. 10815 Rancho Bernardo RD.,SD,CA 92127 projectmanager@sullawayeng.com ENGINEERING Phone:858-312-5150 Fax:858-777-3534 www.sullawayeng.com PROJECT: CLEAR CHOICE DATE: 10/21/2019 PROJ.NO.: 23666 ENGINEER: PS CLIENT: BERRY SIGN SYSTEMS LAG SCREWS(LRFD)-SOLID WOOD TO SOLID STEEL-WITHDRAWAL AND SINGLE SHEAR LATERAL FACTORED FASTENER LOADING MAIN MEMBER SIDE MEMBER i W 0 lb Withdrawal Load DOUGLAS FIR-LARCH STEEL PER ASTM A36 GR.A 1 H Z„ 50 lb Lateral Load G 2` Fe "!ksi Ultimate Strength z [ FASTENER DIMENSIONS tn, 4'= in is - in Thickness Z L,, 3 in Length into Main MBR B= "*deg i . D 0.375 in Nominal Diameter I o I w 0 in Washer Main Member End Grain(x) 0€n Gap P 1 Pmin 1.5 in Minimum dowel penetration for lateral loading[NDS 11.1.3.7] p 3 in Actual dowel penetration based on selected dowel length STANDARD HEX LAG SCREWS [NDS Appendix Table L2] Dr 0.265 in D 0.25 0.313 0.375 0.438 0.5 0.625 0.75 0.875 1 1.125 1.25 Fyb 45000 psi [NDS Table 11] Dr 0.173 0.227 0.265 0.328 0.371 0.471 0.579 0.683 0.78 0.887 1.012 DOWEL BEARING CALCULATIONS Fedi 5600 psi Dowel bearing strength,perpendicular to grain[NDS Table 11.3.2 Footnote 2] Fe,perp 3646 psi Dowel bearing strength,parallel to grain[NDS Table 11.3.2 Footnote 2] Fern 3646 psi Fe 87000 psi Dowel bearing strength-Hankinson formula[NDS 11.3-11]&Steel[NDS Comm.12] L,,, 3 in Ls 0.25 in Dowel bearing length qn, 966.2 lbs/in q, 23055 lbs/in Dowel bearing resistance[AWC Techincal Report 12]-Dr Assumption Mm 139.57 in-lbs Ms 139.6 in-lbs Dowel moment resistance based[AWC Technical Report 12]-Dr Assumption YIELD MODE DOWEL EQUATIONS[AWC Technical Report 12 Table 1-1] I,, 579.72 lb P 2899 1 Rd 5 KD 3.15 B 90 I, 1152.8 lb P 5764 1 Rd 5 KD 3.15 Ke 1.25 II 285.64 lb P 1285 -A 3E-04 B 1.625 C -2534 Rd 4.5 KD 3.15 III,,, 312.54 lb P 1250 A 3E-04 B 1.5 C -2314 Rd 4 KD 3.15 III, 215.37 lb P 861.5 A 5E-04 B 0.125 C -499.8 Rd 4 KD 3.15 IV 179.88 lb P 719.5 A 5E-04 B 0 C -279.11 Rd 4 KD 3.15 Z 179.88 lb Ref Value Adjustment Factors[NDS Table 10.3.1] Z' 388.55 lb Adj Value CM C, Cg Cd, Cd Ceg Cst Cdi Ctn KF c A RATIO 0.1287 PASS 1 1 1 1 1 / 1 1 3.32 0.65 1 WITHDRAWAL LOADING[NDS 11.2.1] Adjustment Factors[NDS Table 10.3.1] W 304.97 lb/in Reference Value[NDS 11.2-1] CM C, Ceg K1 4 A W' 658.73 lb/in Adj Value 1 1 1 3.32 0.65 1 Pt,req 0 in Required thread penetration for withdrawal Pt,req 0.000 in -->Rounded up to nearest 1/8" Pt n r 'y Override for additional thread penetration Pt,sei 2.000 in COMBINED LATERAL AND WITHDRAWAL LOADING[NDS 11.4.1] a O rad = O deg Z„' 50 lb Zr,' 388.55 lb Based on Pt,sel RATIO 0.1287 PASS 1.5"-gap between existing rail and parapet wall n 41.: ±24'-O" ' ,-a6" 5" ROOF RAILING-EXISTING-2"OD steel pi NOTE: Roof support behind star I ±11.25"I 1 1 1,1 – – – i I __ •.— I ROOF SUPPORT-2"sq.tube steel x r. �., c� a Attach to 1.5"x 2" steel tube behind parapet wall aR3 RACEWAY-MOUNTED TO TOP OF WIREWAY M in et ROOF CHANNEL LETTERS C I C Ili ii \ — p...,____ WIREWAY 11 C,iS:S V ' c k %le 0 WALL SIGN: Fabricate & Install ONE (1)single faced internally illuminated wall/roof mounted sign 5QFT: 73 SCALE: 3/8"=1' -��__" Minimum (2)@ 4' O.C. END VIEW 3/8" all thread with 2"x 2" angle iron CHANNEL LETTERS/&WORD MODULE: 5"deep aluminum returns, pre-painted Dk. Blue, 1" Dk. Blue trim cap, .040"aluminum backs prepainted White, ✓ for metal studs or FACES:White acrylic ILLUMINATION: Internally illuminated with White LEDs 3/8" rated expansion bolts into concrete RACEWAY: Letters mounted to±5"deep aluminum raceway, painted PMS 648C or Upper Section of raceway:±5"x 5"aluminum extruded channel &cap (R2), Upper section for wiring 3/8" lag into wood structural member Bottom section:(no wiring or access to interior) Sidewalls:5"x 2.7"x .190"aluminum channel, 1.5"aluminum supports or 3/8"x 6" toggle bolts Back Face:.040"aluminum; Front face: .090"aluminum (8'sheets) _ Mounted to roof with roof support ]. )a� �.;-'L- �/ �j,fib ROOF SUPPORT: FRONT SECTION:2"metal square tube attached to back of raceway&welded to top cross bar, C/ y _ BACK SECTION: 1.5"x 2"square tube mounted to back of parapet wall in front of existing railingfpoLA, , ..A 7A NOTE: must be constructed in two parts to pass behind existing roof rails and the parapet wall.-VERIFY WITH SURVEY RECEIVED Bei,. IJfiw Front and Back sections connected with 1/4"aluminum plates thru boted thru sections. Connect to existing power with dedicated electrical circuit SEP 10 2019 MATERIAL COLORS t IPPROVED CITY OF FEDERAL WAY COMMUNITY DEVELOPMEM 0 PAINT#1: BLUE/ PMS#648C/ Matthews/Satin Finish / i PAINT#2: DK. BRONZE/MP#34686 1 w i44. THOMAS F:At.C TRIM CAP/RETURNS: DK. BLUE DD!- FACES:WHITE/#7328/Acrylic - /� f" �t s lif.. /-/op / / � rq _ l4 Lear olc - ,-.4.; , , * , ago e ,* E. $F.:: � ,� ��'�� kk441 . 4 , sAik :-, q109 91 i/Q; Itef -:1:4 ' 73 04 rn rn 4N-T-1--rs: i',3-- DP 1____ .,, , A , 1 C _' y I , J cQ w .+. - -t i .�/T. C� N rJ O SIGN LOCATION - NE ELEVATION0 SCA1 fl & o 9-I C)---..III 7 37 li• rn 6,2)( � CLIENT:Clear Choice 1 D#:181362-03 1 PG#1 of 4 DATE:10-22-18 ©Berry Sign Systems,Inc. All Rights Reserved 1 QR# _ ❑ APPROVED ASIS _❑ APPROVED WJ CHANGES AS N rn cn BERRY SITE:2505 S.320th St.,Suite 110,Federal Way WA 98003 _AISALES:Michael Tilton DESIGN:C.Snider Unauthorized use,reproduction,and or display shall render the infringer liable CLIENT APPROVAL: DATE: y C S I G N S Y S T E M S info@berrysignsystems.com UL I 7400 Hardeson Rd,Everett,WA 98203 I (425)776-8835 I Fax 774-8221 1 forupto$150,000inStatutoryDamages,plusattorneysfeesandcosts. X37® I LANDLORD APPROVAL: DATE: O a � T T f r r a I i 0,41. i tifii , 1 -'-- et„, : , ...., ci#0., — .01 -' ' ... i :0)1, i ' ., j . tsa t tk ,,,,z.' ,tr . -, - .. X , y . ,,,,: ''# ."'r0. se. '•':.. 41'7 .�.g"# iA t � ari"" .rte x-� , r .r I ,� r ` Pr ^'S • ' M•• r'- - — ._.rte_-._.__ -- - I r. .... > r @ 70: . :' art 17 ' if _- f .gyp..-r. -# ..-":ro = i. a 6 F ._ r ; f i. - Fr y It ;'-I i i 0,,,, , i ,.. _ .,., „ , : , , ..:, _ ,,,,,,:, .. ,13 . -40 - :', '. ,.....• I �ro . 4 Lir s , .a ,, ,, 4 --- :. 4 ' ` tj■ i"e q.. 'tl :. t •.'” 'r:- *, ;-ell,oei�L J,r ° ti`s + t:j — ..K _. } 0. I i"T � f i #"�[z#a�:yrI0.r'd.l t+ ,� 17Ja°�`ti�lgl� : ...i.:. X.4� ,,, - 40.'4 o - 'a ..-... 1), 1 - - fir`"' v ._. • Y► —a>"� i'''.,i:arrt h"i�l" i.'S l.t 5 ria + �4. -, a•�N."h " .. f Gael �� - _ s#' _ '.�` - ,. //". k :r; , !is" , ,, „ ! ' " s dor---,,,,, :, , . ,. , . i„,,, E FF Y� r, 4 r _ e� sI t. 'Ye. ; Ak. ..,' . Filli • x • i9!!t - r.:� - s i1Zy�(1LJ Ct7It R � . a# � ' X i "7 ., ` >7 C'11 i � (+7ir y IEW, - .1 t r----, T c -`""'7r +�� Q 1. "1 f3Ast .Ivy .� 1 % ,a 4 ... Ar i • ..I.rf *itita a 4040 . #.- JIPL �y i d a y e - ix yy p -+4 Mor :land k 4 +f ,a. ,- + T•.5 {;ooglC y ', + 't • ° �a g 1X Y f v l " i X r .mitt . SITE VICINITY MAP NOT TO SCALESEP 10 2n9 © CIN OF FE, •_ — -- 1fi'�I1 CLIENT:Clear Choice D#:181362-03 PG#4 of 4 DATE:10-22-18 ©Berry Sign Systems,Inc. All Rights Reserved QR# ❑ •e•1/111 r r�E, LOVED W/CHANGES AS MARKED BERRY SITE:2505 5.320th St.,Suite 110,Federal Way WA 98003 SALES:Michael Tilton DESIGN:C.Snider Unauthorized use,reproduction,and or display shall render the infringer liable CLIENT APPROVAL: DATE: SIGN SYSTEMS info@berrysignsystems.com I 7400 Hardeson Rd,Everett,WA 98203 I (425)776-8835 I Fax:(425)774-8221 for upto$150,000 in Statutory Damages,plus attorneys fees and costs. Ou81Eu LANDLORD APPROVAL: DATE: 1