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20318 77th Ave Ne_BLD362_2026
CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20318 77th Ave Permit#:362 Parcel#:00829100000200 Valuation:25000.00 OWNER APPLICANT CONTRACTOR Name:BOTCH HOLDINGS LLC Name:2812 Architecture Name:HKM,LLC Address: 1201 3RD AVE Address:2812 Colby Ave Address:325 Washington St,#390 City,State Zip:SEATTLE,WA 98101 City,State Zip:Everett,WA 98201 City,State Zip:Kent,WA 98032 Phone: Phone:425-252-2153 Phone:253-656-5521 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTI . ;:Stiles tax relating to construction and construction materials in the City of Arlingh must be r o -d on your sales tax return form City of h g 101. M Signal Print Name D e Release 01 Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 5/8/2014 Building Permit Fee $511.33 5/8/2014 Building Plan Review Fee $332.36 5/8/2014 State Building Code Surcharge Fee $4.50 Total Due: $848.19 Total Payment: $332.36 Balance Due: S515.83 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Ross Engineering Design Inc Arlington Burger King Update STRUCTURAL CALCULATIONS Arlington,WA N.WAS ��s 4 OFyti s SfONAL OFACE COPN' Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com i, `. I. Ross project: Arlington Burger Kin Update by RNR sheet#: Engineering location: Arlington,WA date: 5/11/2014 Design dient: 2812 job#: 1438 Inc DESIGN CRITERIA Governing Codes General - International Building Code 2012 Wood - ANSI/AF&PA NDS-2012 ANSI/AF&PA SDPWS-2012 Loads- ASCE/SEI 7-10 Concrete-ACI 318-11 Importance Factors Risk Category- II "All buildings and other structures except those listed in Risk Categories I,III&I`ASCE Table 1 5-1 Snow I9= 1.0 ASCE Table 1.5-2 Wind IW= 1 0 Seismic le= 1.0 Roof Loads Dead Load Sheathing Joist Beam Min w/Uplift Roofing 3.00 psf 3.00 psf 300 psf 200 psf Sheathing 1.50 1.50 1.50 1.00 Insulation 200 2.00 200 100 Sprinkler N/A NA NA NA Ceiling 000 250 2.50 0.00 Lights 000 050 050 0.00 Trusses 0.00 250 2.50 200 Mechanical 0.00 1.00 1.00 000 Misc 050 2.00 2.00 000 Total 700 psf 15.00 psf 15.00 psf 6.00 psf Snow Load Ground Snow Load Pg= Pg= 20 psf Minimum Roof Snow Load= 25 psf Exposure Factor Ce= Ce= 1.0 Thermal Factor Ct= Ct= 1.0 Design Roof Snow Load Ps= Ps= 14 psf =0.7CeCtIsPg 25 psf minumum roof snow load controls Wall Weights Height 10 ft Weight(psf) Cover/Veneer siding 2 0 Plywood Shtg 1/2" 1.5 Studs 2x6 @ 16"oc 1.7 Insulation fiberglass 1.0 Gwb: 5/8" 2 8 Misc 1 0 10.0 psf x Height= 100 0 pif Total Tributary Wt to Roof= 60 0 plf i .� CombinedShop_1438 Ross project: Arlington Burger King Update by: RNR sheet#: Engineering location: Arlington.WA date: 5ni2014 Design client: 2812 job#: 1438 2012 IBC, ASCE 7-10 Seismic Parameters Site Soil Class: D ASCE Table 20.3-1 Or Geotechical Response Accelerations: For Lattitude= 48.17 degrees Recommendation &Longitude= -122.12 degrees Mapped spectral response acceleration SS= 1.05 g site-specific S1= 0.357 g site-specific Fa= 1.08 IBC Table 1613.3.3(1) fy= 1.69 IBC Table 1613.3.3(2) Maximum spectral response acceleration IBC 1613.3.3 Sm= FaSs= 1.13 g SM1= FvSI= 0.602 g Design spectral response acceleration IBC 1613.3.4 SDs=(2/3)Sm= 0.754 g SD1=(2/3)SM1= 0.401 g Seismic Design Category: Based on SDs= D IBC Table 1613.3.5(1) Based on SD1= D IBC Table 1613.3.5(2) Controlling Category= D Building Period: Structure Type= 4 0 1-Steel moment resisting frame ASCE 12.8.2.1 Building Height hn= 10 ft 2-Concrete moment reisisting frame Ct= 0.02 3-Eccentrically braced steel frame x= 0.75 4-All other structural systems Approximate fundamental period Ta=Ct x hxn= 0.11 seconds Response Coefficient: R= 6.50 ASCE Table 12.2-1 Sao= 3.00 CS=SDS/(R/IE)= 0.116 ASCE 12.8.1.1 CS(max)=SDI/(RTa/IE)= 0.549 CS(min)= 0.010 Controlling Cs= 0.116 Seismic Design Force: V=CSW = 0.116 W (u/t) ASCE 12.8.1 V=CsW/1.4 = 0.083 W (asd) rho = 1.0 By inspection 2012 IBC,ASCE 7-10 Wind Parameters Design Wind Speed V 110 mph Figure 26 5-1 Hurricane Region w/V> 100 mph? No Exposure Category B Section 26 7 Enclosure Classification Enclosed Section 26.10 K,t Topographic Factor 1 00 Figure 26 8-1 5/1/2014 ti Ross roiect: Arlington Burger Kin Update bv: RNR sheet#: Engineering location: Arlington,WA date: 5r1i2014 Design client: 2812 job#: 1438 Inc Wind Loads,Components and Cladding 'ASCE 7-10 Section 30.4,h<60ft Risk Category 11 IBC Table 1604.5 Design Wind Speed V 110 mph Figure 26 5-1 Exposure Category B Section 26.7 Enclosure Classification Enclosed Section 26 10 K,f Topographic Factor 1.0 Figure 26.8-1 Kd Directionality Factor 085 (Building CC) Table 26.6-1 Height h,z 10 ft Roof Slope= 0 Degrees Slope Reduction Factor= 09 Applied to GCP; Velocity Pressure Coefficient Table 30.3-1 CC 7 z 30 zg 1200 Kh,:= 2.01(z(zg)2"= 070 Velocity Pressure Equation 30.3-1 q,,h=0 0026 'K�&VZ= 18.4 psf GCP; Internal Pressure Coeffecient 0.18 +/- Table 26.11-1 Design Wind Pressure p=q,,h(GCP-GCPj) psf Figure 30.4-1,Equation 30.4-1 Zone 4,5 Zone 4 Zone S Zone 4,S Zone 4 Zone 5 :Area Gcpt(+) Gcpi(-) Gcpi(-) p inward p outward p outward 10 0 900 -0.990 -1.260 19.9 -21.6 -26.6 20 0.852 -0.942 -1.164 19.0 -20.7 -24.8 50 0 789 -0 879 -1.038 17.9 -19.5 -22.5 100 0 741 -0 831 -0 942 170 -18 7 -20 7 150 0713 -0 803 -0.886 165 -18.1 1 -19 7 200 0 693 -0 783 -0.846 16.1 -17.8 -18.9 300 0 665 -0 755 -0.791 15.6 -17.3 -17.9 500 0.630 -0 720 -0 720 149 -16.6 -16.6 Wind Loads,Rooftop Structures and Equipment ASCE 7-10 Section 29.5.1, h<60ft h= 10 ft qh= 18.4 psf Not Use Front Wind Area ft2 Af/Bh= #DIV/0! Building Width ft GC, 4DIV/01 p = #DIV/0! psf Side k'omd Area ft2 Af/Bh= #DIV/0! Building Width ft2 GC, #DIV/0! p = #DIV/0! psf T Ilk w. Al L i de e?C_) I IL to t. Title Block Line 1 Project Title: You can change this area Engineer. Project ID: using the"Settings"menu item Protect Descr. and then using the"Printing& Title Block"selection. Tide Block Line 6 _ Primed: i NKY 2014.1:49PM J.Wood Beam File=C\Users\Ryan\Desktop\ENGINE-11Jobs1140011438BK-1lCalcsN438ec6�� ENERCALC,INC 19832014 Build:6 14 123,Ver614331 1.1199 Ross Engineering Design Description: Entry Header CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 675 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 675 psi Ebend-xx 1100ksi Fc-Prll 500 psi Eminbend-xx 400ksi Wood Species : Hem Fir Fc-Perp 405 psi Wood Grade :No.2 Fv 140 psi Ft 350 psi Density 27.7 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Q1 S .1 v v 6x12 Span=12.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations, Beam self weight calculated and added to loads Uniform Load: D=0.160, S=0.150, Tributary Width=1.0 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.850 1 Maximum Shear Stress Ratio = 0.277 : 1 Section used for this span 6x12 Section used for this span 6x12 fb:Actual = 574.02 psi fv:Actual = 38.82 psi FB:Allowable 675.00 psi Fv:Allowable = 140.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 6.000ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.092 in Ratio= 1568 Max Upward L+Lr+S Deflection 0.000 In Ratio= 0 <360 Max Downward Total Deflection 0.197 in Ratio= 730 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+S 1 0.1972 6.044 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1933 1.933 D Only 1 033 1.033 S Only 0 900 0.900 D+S 1.933 1.933 :�� i �� � i ESR-1070 I AJOSt Widely Accepted and Trusted Pape 6 of b TABLE 2—REFERENCE WITHDRAWAL DESIGN VALUES(W)'" (Reference withdrawal design values(.Kl are in pounds per inch of thread penetration into side grain of main member) THREAD LENGTH W(Ibf.iin.)FOR SPECIFIC GRAVITIES OF &FASTENER L' fir►ches) 057 0.55 D S 0.46 043 0�42 OK f_a,u-20 i70 260 h8�TL{W'uc ;- 27� :sfw, �f�i 1 qs'; t cY3yrfLUK' IoattM i,.r ) F_§i= �i11 �.'s� ,r,tq� 2 L, Z10 )ru5siz�k frussL�;K•L 2 s� 2220 150 00 I Sl' i rif;rl :25 a rmn 1 10ein- t75 typ(,- tdLUNllwtl 1.arr•nt4 owl"tfarla,rtESr�Jn values iv appiv to Iastttvirs dn're'n•ally iAe S,cfr Iiram�f lire rrs�y:€Y T„�mt - 4e,rtj rear Ir7P- cv ilrtrd fx rprrKlrcurar to the pram ano 1parIft th olrect wlinQrawal h'rferrnta w,lh"Jrawai design faiue%rm,s',I*£rni,Ilip4et"by all aD0WC4ble d:t118(r,wnt rat-tuts :n ties *,,t 1 Gwlrltore AR!rtd1aN.11 design Vat.rt'b art-In be rlli,aitlrrrtl by try W.r1Vth of Ittredif pr'nrtidinv,hotel pie nan rT)enit" Iaul fr+l5iThe r e.tG buh th"uugh 1w_Sign vahws Qwen,n tabip 3 Threaded length mrluiet Irv:tapwrea tip See IaD,r`S IA thiclugh if !•x 11,11"Ho lervip'%cords m1trtp if,-sp ecittC iastener motes nunxn,,. i hr tn:uf rw. rn n.I bw tmro xitrt the TMuLOK %asrwr Ina nul-suppilea %llh the taslenet! Tne nut mubl I* nsImle3 S-11 Ihet 11 4 Snug 39ainsl ihF trlatn l"tritil" am.11 fast nCh of Ilm threade;j poritnn of I"p cndnit,not+-x:,uwliftj thti up�,s wanm Ine rut Tabutatn:a•tr-:v4*Ai+muter for the Th,uLOK al"t based cm ine"earl puU I"""rlgfr Uea.pt,.V,*%g,v,.•n,n Table 3 as these 04twim W1fi})ovwdn 'If SVjns!n when the Screw is subtw To alliai Wisloh wrw+rp I"y TlilltLQK tS fx(4*lly,ngt,ilred 6itri the ThfUL OK xaMMf and nut ISCw trirtnole .IIKt�4!I TABLE 3--REFERENCE HEAD PULL-THROUGH DESIGN VALUES(M) MINIMUM SIDE P flbf)FOR SPECIFIC GRAVITIES Of FASTENER MEMBER THFCKNESS 0,57 0 55 05 046 043T-042 (inches) Iantoer;OK 1 �`�0 2�� sW;0 � t fi Ifs HaaAi`)K hs�3 6LI(Y !atl�c'�C7K� z 4 ;r�7f•+t,� -� ?.rft t�`� Rim ;kdit lr(2 t.uasi GK Ir • r1 3 G ?}) 2ixt 6 iCl I lirul ryiC 41{t= Sd]i+G, 160 '7Hl rSn 76, �i8Y4 Fva SI: 1 ,rlch was 4 T,,.rn 1 pno i -= 10..Wa N hwr F_rz:_6±Ri;,3d!fu.l»lh!'e'€iqr etN9Xn gallueL' P ;dust 10w't wo'piwo Vy ril!dii,lp4t.dUft' 9,J)u4lf•ihftl l3alil1, �n acccioar--f war, 'Ltw'�+fin-r,Bltx36 dt.*p�y to a;unrtd rtipr,-ft w1n minima- sti*rmenit)er Ifll:.k ngSSirS d- dS'(.f,YC-,dlli�r T fi@ Thrill OK Yrlitl Me Tf�r,�LE,�K ww9hrt arld rsul ISuOWw t with lhm 1.3stenw<, file nul Mc451 r*'ns1a&.t!S:10,foal d is SnLQ a+'Jonl the rrLwn menlba ,' arld at teas! � .nch crl tZw ttlf"Oed porl*jfl of trip Sl,7nk;net!,rm-luVprgTile 11Pi S Arlhrfe the r1�t2 ESR-1070 1 Most Widely Accepted and Trusted Page 7 of B TABLE 4—REFERENCE LATERAL DESIGN VALUES(Z)FOR SINGLE SHEAR(TWO-MEMBERI WOOD-TO-WOOD CONNECTIONS LOADED PARALLEL(Z l OR PERPENDICULAR(Z.)TO THE GRAIN" FASTENER MINIMUM SIDE MINIMUM MAIN MEMBER MEMBER Z(Ibl)FOR MINIMUM SPECIFIC GRAVITIES OF 0.5 0.48 Length THICKNESS'. PENETRATION' 042 Designation t, (Inch") I, finchesl L Z, Z. Z, Z. Z- 73 i m tPRa!I rH ii�l fC)fl!'t�'r ) q r{y -pry R 2i icamytr 2W ..to 26Cr 250 24V� 1 F 24f) 211) 22W Cyr 1. i5u J t 3 �' .F eidi 26' lei t 4 2W ^C� ;5.) ?3G f: S ip+!yer ;S!8s ?N;,} [Ltv Jtih 7s o tot' IlF0 2 s1-) ?'lr3 1 _ :*0 '20 11!1 eaJ�e°t:'K i 7 310 ?fif! 7:',y 250 3 0 rpG 2W 780 26C I I�u(I b ionger i 2 t L � F alLr 32.J 2913 30111 �fl 25U 2£is} 1(irASL H - 3 330 31,10 290 250 t 19 9 rr z tk.i ;'C, 1'46:1 eSLi _t i2t ZW,r 3'•7 1 2N) 250 >au nffiJ i 0 FASTENER MINIMUM SIDE MAIN MEMBER Z(IbIl FOR MINIMUM SPECIFIC GRAVITIES OF MEMBER THICKNESS' THICKNESS'. (inchesl - Designation Length G 0.5 D 46 042 (inches) (Inched Min Max Z. Z, Z Z Z Z. ?Brut CA 4 3[;f 3f7 itfi 1n. ;t_p 21n 1 # a r311 «20 t(y) r 77r For SI: f,e0-, 4-wv, t pec4snd- 4 d45 w: j T,d,�si=u1 :rite+nm..late>di leeyn ral,xh . W.-Ay M strytr shear IM-n Lmbeu -a-, -vW swe merll)ers o'a:jrtg mot :r+x gr iyrt¢es shown ;n MI-:1'1104 N+.rew=s Is?he gfdirl aMl n.)34jf4l latarah,Cdne+tdtatiCl rr PetL-L-n4Klutdc to Ine, gram F 1+vonnect.ons:7 rv'+ich the main era;side rrr,.mbe=rs have datferont sperdw gravraes us,-,b+�t ,,t n,e fwo lax ire rrbl Iterrr'rtlrcf btaveeri B��..ana and s 2r ?tmCLrS `a`a:u"- must trc,aa;fiplwd by ali Avofv.3twe eoi U'srme it tamvos m acwtaancr waM SeeT.tir3rr 4 S Tk Lte°w.YQ/(tittEl"?s 1M1f t1 tlS k".I'nE4ff,'.YS qr"w friao me..{an,,I{dill}qL 1rilm F1m S`I�f^.'Y�E 4�f 11 tV'�Y tri l�`;IN.,;$¢ITIAV t* Jrlel3 t b(jL kV.rrrinrlttury main men 4e!penetration 19 rl-v.lecgtr. ?�;r mart r'tait)ms-i-ber penelralrara r5 We r"Wim"u177 Krwjnh IA ttre 5�,arw t.ncluO IOU tna"daral Usrttxed;letl JW ttla Must tie •A-)War the Ir;,m rtrCRlt'v, 1 ne Tnrt,I_(-)K rnurt be Itt3ta41d+i e,W, k washer Unj rm are must penetrate twr ,jgr,the 'are of Pre=Tarn mdnaM a sutficlet7t �t-Stdtt-.kC dll:rw lf'r t'-t ti„ba 'Namst the mam memrje1 w6rr at'east IrK.Y a'rU r o 4y+, SGPeVs eragdgBC art Wa the n:rt - - - - - - � I l Permit Information Date 5/2/2014 v Permit Number 362 Project Name Burger King Applicant Name 2812 Architecture Applicant Address 2812 Colby Ave City,State,Zip Everett,WA 98201 Contact Ryan Ellinghaus Phone 425-252-2153 Email ryan@2812architecture.com Permit Type Commercial Alteration Site Address 20318 77th Ave Valuation 25000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Exterior Remodel Assigned To Amy Rusko Property Information Owner Information Parcel*00829100000200 BOTCH HOLDINGS LLC BOTCH HOLDINGS LLC 1201 3RD AVE 20318 77TH AVE SEATTLE,WA 98101 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# 2812 ARCHITECTS Adam Clark/Ryan Ellin haus 425-252-2153 adam 2812architecture.com AIA/PE HKM, LLC James Jackson 253-656-5521 jamesj3@gmaii.com CONTRACTOR Ross Engineering 425-314-2373 ryan.ross@rossengineering.com AIA/PE Review Date Type Description I Target Date Completed Date Assigned To Status 5/2/2014 Commercial Other 5/9/2014 Chris Young In Review 5/2/2014 Commercial Other 5/9/2014 Trov Davis In Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $511.33 Building Plan Review Fee 345.83.00.00 $332.36 State Building Code Surchar a Fee 386.00.01.00 $4.50 Total $848.19 Payments Date Paid By Amount Description PaymentType Acce ted B 5/2/2014 North Sound Restaurant,Ins $332.36 Bur r King Building Permit Check#2096 Amy Rusko Totall $332.36 Amount Outstanding:$516:83 Notes Date Note 5/2/2014 Design Review has been approved for this project. 5/2/2014 Remodel includes construction of new wood framed towers and metal canopies at main entry and play area.Also includes wood framed elements a the two drive-thru windows. Email History Date Emailed To 5/2/2014 cyoung@arlingtonwa.gov 5/2/2014 tdavis@arlingtonwa.gov Uploaded Files Upload File Date File CITY OF ARLINGTON I 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20318 77th Avenue NE Permit#:366 Parcel#:00829100000200 Valuation: 16000.00 OWNER APPLICANT CONTRACTOR Name: BOTCH HOLDINGS LLC Name: Unique Integration Name: Unique Integration Address: 1201 3RD AVE Address:220I West Valley Highway N&F Address:2201 West Valley Highway N&F City,State Zip:SEATTLE,WA 98101 City,State Zip:Auburn,WA 98223 City,State Zip:Auburn,WA 98001 Phone: Phone:253-737-5865 Phone:253-737-5865 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2012 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, 1BC110/IRC I l0. SALE'TAX NO"I7CE:Sa s x relating to construction and construction materials in the City rlington must be reported on your sales tax return form and od City of Arlin to 01. 3 /41 Signature Print Name Date Relewsed Da e CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 5/13/2014 Sign Permit Fee $346.54 Total Due: $346.54 Total Payment: $0.00 Balance Due: S346.54 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon .� � :. � _ ,� _ � � .. 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I I - 1 1 1 1 �� + � I �� � ni a. 1 Permit Information Date 5/12/2014 Iltii�fat! 366 ► _ Project Name Burger King Applicant Name Unique Integration Applicant Address 2201 West Valley Highway N&F City, State,Zip Auburn,WA 98223 Contact Phone 253-737-5865 Email uniqueintegration@gmail.com Permit Type Sign Site Address 20318 77th Avenue NE f Valuation 16000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use New Signs Assigned To Launa Peterson Property Information Owner Information Parcel#:00829100000200 BOTCH HOLDINGS LLC BOTCH HOLDINGS LLC 1201 3RD AVE 20318 77TH AVE SEATTLE,WA 98101 Contractors Contractor Name Primary Contact r Phone Email Contractor Type License License# Unique Int40 on _ ,253-737-5865juniqueintegration'@,gmail.com CONTRACTOR ILabor&Industries UNIQUIL971KN Review �— Date Type Description Target Date mpleted Date Assigned ToStatus /12/2014 i n I b 49/2014 (Chris Young n Review /12/2014 i n /19/2014 �froy Davis jln Review Uploaded Files Upload File Date _ter File r SIGN PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, THREE(3)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) 203188 77th Ave NE 00493400300406 Project Address: Parcel ID#: Lot#: Subdivision: Valuation: ' 600 Owner: Botch Holdings Phone Number: 425-643-2610 Address: 3500 Factorial Blvd City: Bellevue State: WA zip code: 98223 Contractor: Unique Integration Phone Number: 253-737-5865 Cell Phone: 206-391-4822 Fax: 866-431-5155 E-mail: uniqueintegration@gmail.com Address: 2201 West Valley Highway N # F city: Auburn State: WA zip Code: 98001 Contractor's License Number: Uniquil971 kn Expiration: 7-2014 WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall height 15.6 Wall length 276 Total street frontage in feet Area of wall 4278 Height of proposed sign Sign length See Attached Sign height See Attached Width of proposed sign Total sign area New 54.7 Total sign print area First floor sq.ft. 3692 Total sign structure area First floor sq. ft. X .025= 92.3 Is there other wall signage on the building? No[—]Yes 0 If yes, provide location and sq.ft. of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-d9i6pribed property will be in accordance with the laws, rules and regulations of the State of r tOft. May 09, 2014 licants Sig lure Date Dan Geftemy Print Applicants Name Received 14 r A I^ FOR STAFF USE ONLY Permit# Acc9pleAy Amount Received Receipt# Date Received WEB Forms—126 Page 1 of 1 7/10CJY 1 I�H 1�• ,�� � � '•, : • r11i 1� 1 _ 1 -. I „_ -'� 6 1 .� 't.• y 1 1 Ir: • 1 .�_ �� t 1 • 7 - 17 I J _I -IZ _ �ti ��1 _ '�y T� _ 'r1J IT J • ItiUM Ill ij W1.20- [!r rl6L— I_ • - C 1 _ III I :lye 11 )y I�1 r • 1 I• F•. L Aft. 1 7\I I Tr • - 1 16 , II 1� '•_1 I� 1 1 +1 1 N� �rl •N'_ 1 - t1r 1 1 rnnl 1� 'F1 � 1 r = ' ' - II 1 11I •1 , - m t. rl 1 •_. I - I IS nPiitill • 11+ ti I -111H 1 All" K� - II I ' II - i • 1 R•� r . '' t � r. 1r •�1 All 1 *116 SIGN APPLICATION REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave•Arlington, WA 98223• Phone (360)403 3551. FAX(360) 403 3418 PLEASE PROVIDE THE FOLLOWING INFORMATION AS IT PERTAINS TO YOUR PROJECT Scaled Site Plan (i.e. 1" =20') ----------------- WIEET NAME----------------------- Show location of subject property, with lot dimensions and road names; location and square footage of proposed and existing freestanding signs, with FREESTANDING SIGN dimensions, distances to property lines and driveways; O f/ location and square footage of all proposed and existing wall signs on the building; and height and dimensions of projecting signs, with distances to VISIBILITY TRIANGLE property lines. (NOTE: Plan must show location and 0n,y ln', square footage of all signs on entire site.) WALL SIGN Freestanding signs may not create a sight obstruction. For signs over 3' in height, provide a 30' x 30' sight visibility triangle pursuant to AMC 20.68.045(b), measured from property lines(including access lanes). 10, Wall (Including Marquee and Canopy)Signs ® ® ® 1"PAINTED PLYWOOD, NON-ILLUMINATED, retail s showing dimensions, wording, and ® ® 3 ATTACHED TO WALL STUDS Provide drawings g g WITH(8)3/8'x 6"LAG graphics of sign; provide calculations for square ® ® ® BOLTS footage; indicate construction materials, attachment CALCULATIONS: hardware, method of attachment, and attachment Allowed Signage- sf of 1 floor of building or leased detail; indicate whether or not sign is to be illuminated space x 0.025= sf and, if so, describe how. Proposed Signage—10'x 3'=30sf Scale: 9/."= 1' Provide building elevations showing placement of wall signs, including marquee, canopy, and other similar (NOTE: signs. 9waric raw Min.6' required to bottom of projecting Freestanding (Including Monument)Signs Scale; Provide drawings showing height, dimensions, wording and graphics of sign; provide calculations for square 8' footage; specify any required landscaping; indicate construction materials and whether or not sign is to be I 4' internally illuminated. I 12' Provide scaled drawings of sign footing, including size of pole supports and all supporting connections. Freestanding signs require engineering calculations; consult the Building Official for clarification. (NOTE: Design for 80 mph wind, Exposure B, Seismic Zone III, CALCULATIONS: 12 frost depth.) 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Framing at north wall and 06/10/2014 C09.FRAMING interior header and soffit 06/10/2014 06/10/2014 z.Christopher Young Partial Approval approved. Framing at west parapet for Partial 06/02/2014 C09.FRAMING new sign and west facade 05/30/2014 z.Christopher Young Approval approved. Plan Reviews Date Review Type Description Assigned To Review Status 05/02/2014 Commercial Other OK to issue z.Christopher Young 05/02/2014 Commercial Other No further review by me is necessary. Fees Fee Description Notes Amount Building Permit Table 4-1 $511.33 Building Plan Review Table 4-2 $332.36 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $848.19 Attached Letters Date Letter Description 05/08/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/02/2014 North Sound Restaurant,Inc Burger King Check#2096 $332.36 Building Permit 05/08/2014 North Sound Restaurant Burger King check#2114 Launa Black $515.83 Outstanding Balance $0.00 Notes Date Note Created By: 05/02/2014 Remodel includes construction of new wood framed towers and metal canopies at main entry Amy Rusko and play area.Also includes wood framed elements a the two drive-thru windows. 05/02/2014 Design Review has been approved for this project. 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