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HomeMy WebLinkAbout6905 172nd St Ne_BLD441_2026 CITY OF ARLIAGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:6905 172nd Street NE Permit#:441 Parcel#:31052300300900 Valuation:20000 00 OWNER APPLICANT CONTRACTOR Name:ATONEMENT FREE LUTHERAN Name:Atonement Free Lutheran Church Name:Anderson Lifestyle Homes,LLC CI4URCH-ARLINGTON Address:6905 172ND ST NE Address:6905 172nd Street NE Address: 12119 11 th Avenue NE City,State Zip:ARLINGTON,WA 98223-5015 City,State Zip:Arlington,WA 98223 City,State Zip:Tulalip,WA 98271 Phone: Phone:360-435-0965 Phone: 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 Addition CODE YEAR: 2012 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL AW 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. IBC 110/IRC 110. SALES TAX X OTIC r:Sald tax rel in e to construction and construction materials in the City of on must be reported on your sales tax return form d codc ,City of S a re Print Name Date U Released By 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 10/20/2014 Building Permit Fee $427 96 10/20/2014 Building Plan Review Fee $278 17 10/20/2014 State Building Code Surcharge Fee $4.50 Total Due: $710.63 Total Payment: $0.00 Balance Due: $710.63 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 ii �-� 4 i� ;�� . ' �, � - - I I I Structural Calculations FOR Atonement Covered Entry 6905 172nd St. NE Arlington, WA 98223 G�,vY c WAS�I `5� 2372 1 �R4L Sj(NAL CG Engineering Project No. 14123.10 July, 2014 C � ENGINEERING 250 4t'Avenue S, Suite 200 Received Edmonds, WA 98020 (425) 778-8500 AUG 0 4 2014 i L� r, Project Location 6905 172nd St. NE Arlington,WA.98223 Project Description New wood framed entryway canopy. Roof framing consists of timber,site-built trusses and T&G decking. The canopy frame is held up by four embedded posts,one in each corner of the frame,and is independently framed from the original building structure. The lateral resisting system utilizes an embedded pole system to resist wind and earthquake loads. Scope of Work Provide structural calculations in accordance with current building code. Basis of Design Roof Loads Dead I I psf Live 25 psf(snow) Allowable Soil Bearing 2000 psf(assumed) Description By RMK Date 6/30/2014 Checked O n� Date Project Summary V�/I ENGINEERING Scale NTS Sheet No. 250 4th Ave South Project Job No. Suite 200 Edmonds,WA 98020 Atonement Covered Entry 14123.10 Gra"t pesign Loads Roof DL Roofing Mat'I 2.0 psf 2x6 Decking 4.6 psf Misc I. psf 4 psf � l USE psf �10S � Ridge Beam DL Roofing Mat'I 2.0 psf 6x8 Rafter @ 3'o.c. 3.4 psf 2x6 Decking 4.6 psf M isc 1.u psf /+ 1 i I.i; psf � 15� U.� talc o1►'a''�1�.! USE I I,C psf 12 V Roof LL(Snow) 25.0 psf °`s`"pt1O° Gravity Design Loads By RMK bate 06/30/14 C^ 7 Checked �,f��S Date ENGINEERING Scale Sheet No. 250 4th Ave.South pm cct Job No. Suite 200 Atonement Covered Entry Edmonds,WA 98020 14123.10 i I W i _n, PA r i rp- w 4N'-S fi IDo pl-` (SL) (okg 607, '5Qtee-sse-D Description By k&u Date 'LL Checked ( Date 'f ENGINEERING Scale Sheet No. 250 4th Ave. South pro ect Job No. Suite 200 Edmonds,WA 98020 i COMPANY PROJECT WoodWorkse S017WAREFOR WOOD DESIGN June 19, 2014 09:20 decking Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area No 3.00 (6.0) * psf Load2 Snow Full Area Yes 25.00 (6.0) * psf Self-weight Dead Full UDL i No 1.7 1plf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 6'-5.3" I` 0' 4' 6' Unfactored: Dead 5 14 Snow 27 56 Factored: Total 33 71 Bearing: Capacity Joist 8208 1306 Supports 13531 1230 Anal/Des Joist 0.00 0.05 Support 0.00 0.06 Load comb #3 #2 Length 5.50 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.75 Cb min 1.00 1.75 Cb support 1.07 1.07 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for interior supports rafters Lumber-soft, Hem-Fir, SS, 2x6 (1-1/2"x5-1/2") Supports: All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 6.0"c/c; Total length: 6-5.3"; Service: wet; Lateral support: top= full, bottom= at supports; Oblique angle: 90.0 deg; Repetitive factor: applied where permitted (refer to online help); L� i WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 1 Stc decking WoodWorks®Sizer 10.1 rgZaW Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) ing NDS 2012 : Criterion Analysis Value D "gn ue 'Analysis/Design Shear x-x fv = 0 Fv' = 167 fv/Fv' = 0.00 y-y fv = 7 Fv' = 167 fv/Fv' = 0.04 Bending(+) x-x fb = 0 Fb' = 2046 fb/Fb' = 0.00 y-y fb = 132 Fb' = 2353 fb/Fb' = -4--4e - Bending(-) x-x fb = 0 Fb' = 1885 fb/Fb' = 0.00 y-y fb = 183 = fb/Fb' = Deflection: Interior Live 0.02 = <L/999 0.20 L/240 0.11 Total 0.03 = <L/999 0.27 L/180 0.11 Cantil. Live 0.05 = L/530 0.20 = L/120 0.23 Total 0.06 = L/434 0.27 = L/90 0.21 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fvy' 150 1.15 0.97 1.00 - - - - 1.00 1.00 - 2 Fby' 1400 1.15 0.85 1.00 1.000 1.300 1.15 1.15 1.00 1.00 - 3 Fby'- 1400 1.15 0.85 1.00 1.000 1.300 1.15 1. 15 1.00 1.00 - 2 Fcp' 405 - 0.67 1.00 - - - - 1.00 1.00 - - E' 1.6 million 0.90 1.00 - - - - 1.00 1.00 - 4 Emin' 0.58 million 0. 90 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 39, V design = 37 lbs Bending(+) : LC #3 = D+S (pattern: Ss) , M = 23 lbs-ft Bending(-) : LC #2 = D+S, M = 31 lbs-ft Deflection: LC #4 = (live) LC 44 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 33e06 lb-in2 EIy = 2e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 2.00 (Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 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R y W u O m O y °�m V o y Z c n Y -A W m ro J E=° ® L O A N N A •10 t1 LL H H n ° .1 4F.P Q. 0_ a `1 y + �y R a H W W CI m Oc .rs W O .m. a Jm Q R 1p lD N 00 1010Ni0k O N O illy W n �o m mm N 00 0c 3 cN OOr ON E to •- N H NN OO r orl.i fi F ?� �Y N m O10 w 2 O 0 0 ow d ro c� m m c cn E ❑ O m V� IOU o 3 � w W ® 0❑ 0 W a tV a b H C m >r +i W O -0 O d N Y G H b+4.i V a E O 3 7 3 w'O N 3 N m C U E "- 04'o N $+ H y I UmOOw+l p, p,ro m V o N•°w� ro m C++ o >a a CL m Cmawa O C ro ro ro ri N �( W❑m U E M M M W W m a m AAA V'� O O O O 0 E a R C m w U U V U W J a ,4w- D W (A �,� '. ,r 6/9/2014 Design Maps SummaryReport wlSGS Design Maps .Summary Report User-Specified Input Report Title Atonement Free Lutheran - Covered Entry Mon June 9, 2014 17:21:52 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.159861N, 122.161011W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 5000m A r l i ngiton_ aacksop Rd' �kLrarrra Qcach - -_ _ -- - - -- I N h'E AM ERICA Forth Mar svilla- 'g';I i - 1 r11� I1e5t' @20141 60 0 MapQuest USGS-Provided Output _ 1 `o 9-0 SS = 1.076 g SMS = 1.151 g Sos = 0.767 g V S1 = 0.419 g SM1 = 0.663 g Sp, = 0.442 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEA Response Spectrum Design Response Spectrum Q.s� 1.20 I 17.00 - 1.Oa - 0.�4 0.s6 0.72 Q' 0.4 Lei 0.60 0.40 0.43 0­12 0.36 0.24 0 24 0.16 0.12 0.Od 0.00 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.21) 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.0Q 2.00 Period, T(sec) Period, T(sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter http://ehp3-earthq uake.wr.usg s.g ov/desig nmaps/us/summary.php?templ ate=mi ni mal&latitude=48.15986&long itude=-122.16101&sitedass=3&risknateg ory=0&ed... 1/2 i # Topo North AmericaTM 10 �E \ 210 I \ ArlinCton Jun doj }t�> -i�'=-' � - - ♦ A livers tt,, The Island S3 JwM CreeLU o Q } 1 A� wO z 212TH ST NE PIOONEER HWY E ', 530 a i 200 0 DLO or CK: r �tl W z 1 � W 122°9.661' fL ` c �a, 4 ♦ J r2 6 2 t m o\♦ English 1, 531 Smokey Po nt ♦. Edgecomb 631 - ` .ttakewood � i 208 � '1 U 6 Y -\e ` _1Q est� Sisc♦o •.40TH ST NE f V Stimson Cro551n 2 t++ + m In -- y Sisco Helghts ro P, 386.2 ft r'� s 1'Tb l� l 0 �,atvi� y-1iL L I � 350 ft 300 ft r 250 ft \` 200 ft 150 ft 100 ft 0 mi 2,640 ft 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.00 mi Lin Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: -274.7 ft Avg Grade: 1 Climb Elev: 7.6 ft Desc Elev: 282.3 ft Max. Elev: 386.2 ft Min. Elev: 111.4 ft Climb Dist: 2,922.9 ft Desc Dist: 2.0 mi Data use subject to license. TN Scale 1 62,500: a x x e + ©DeLorme.Topo North America TM 10. MN(UXE( x i w www.delorme.com 1"=5,208.3 ft Data Zoom 11-6 _ i Topo North AmericaTM 10 210 ` � 1Ar nalon luric on`—,``1 lvers ru n � � r 1 ?1> The Island` S)J Marc Cree 208 212TH ST NE PIONEER H V E 530 A 530 "'P6.NE £ r _ o Ilfe P rve 1 4a ti ` - 9 z w > 30� i 18 TN ST NE � W122°9.661' � \ i U I 0f W S•,`� fit{ -oy 06 rn x �` S1En p1sh Smokey Po nt . E gecomb 531 Wood 531 r `O -- 531 l.= z W [tl � L a iY ELF \ 4 N SISCO '407tii 5T NE r rn Stimson Crossing / m Y m �, ! Slsco Helg is -71 134.7 ft 100 ft 110 50 ft Oft 0 mi 2,640 ft 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.00 mi Lin Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: 47.2 ft Avg Grade: 0 Climb Elev: 106.7 ft Desc Elev: 59.5 ft Max. Elev: 134.7 ft Min.Elev: 42.4 ft Climb Dist: 1.4 mi Desc Dist: 1.3 mi Data use subject to license. TN Scale 1:62,500 ©DeLorme.Topo North AmericaTM 10. MN(16,TE) o x s www.delorme.com IVa 1"=5,208.3 ft Data Zoom 11-6 Seismic Analysis Design Per 2012 IBC&ASCE 7-10 Seismic Coefficients Soil Site Class D (assumed) Occupancy Category II Seismic Design Category D From Computer Program: SS= 1.076 Lat. = 48.160 Short& 1-Sec Period Mapped Si = 0.419 Long. _ -122.161 Aceleration Parameters (MCE) V Sens= FaSs= 1.15 Fa= 1.070 ASCE 7-10 (Eq. 11.4-1) Sm, = F„Si = 0.66 F„= 1_581 ASCE 7-10(Eq. 11.4-2) SDS= (2/3)SMs= 0.77 ASCE 7-10 (Eq. 11.4-3) SW = (2/3)SMi = 0.44 ASCE 7-10(Eq. 11.4-4) T.= Cthr,"= 0.11 Ct= 0.02 ASCE 7-10 (Table 12.8-2) hn= 10 ASCE 7-10 (Table 12.8-2) x= 0.75 R Factor= 1:5 (Cantilevered Timber Column) ASCE 7-10 (Table 12.2-1) IE Factor= 1.0 (Non-Essential Facility) ASCE 7-10 (Table 1.5-2) Seismic Base Shear V= 0.044SDSI = 0.034 W (Minimum Force) ASCE 7-10 (Eq. 12.8-5) V= (SDSIW)/R= 0.512 W (Governing Force) ASCE 7-10 (Eq. 12.8-2) V= (SD11W)/RTa= 2.618 W (Maximum Force) ASCE 7-10 (Eq. 12.8-3) Description By Date r &f Seismic Base Shear Checked Date n v ENGINEERING Scale Sheet No. 250 4th Ave.South project - Job No. tell, Suite 200 Edmonds,WA 98020 `T i i GATcf--e- b eFs/6-AJ ar�r�F e ��3'�C ��� S 3f� �'�Ja .19 1,0 AJD ANALt lsis ZASGt;' GPLf• 2� G- = a,7, 2a.�- 13 2-R. 2- 57L Oc I POL6sso PC G� Z1 l beatt�,4 L,31�J b �amuvs C � Description By � Date , Checked Date i P ENGINEERING r� Scale Sheet No. 250 4th Ave. South project._.w Job No. Suite 200 Edmonds,WA 98020 (4 f'y —I GdN�iTv�iN�94- tl 14 r"I P't G% JCp / QL 5G(S1ti�G Gc�NT�bts A C � Description By Date _ Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Job No. Project Suite 200 i C�M t?r'w" Edmonds,WA 98020 f%'t V ti bet),V-WWA) 6091d- V s F CC4N71GBvp2GJ\- doe umd F r Q ��-S" nhErJ• �n�i��l� Gf/tc� �xS hsr {�F z 41, = z F(, 4S6 Ps F` - - 0,05 crz "! cj°`" �7/1 = 30�5'` r c ' `) e - 3(-4 qav O.oS T e Description By Date Checked Date � ENGINEERING scale Sheet No. 250 4th Ave. South project Job No. Suite 200 k b)J Bvuw Edmonds,WA 98020 `V I COMPANY PROJECT WoodWorks® 50MT ARFFOR WOOD DMIGN July 7,2014 15:44 8x8 Embedded Post Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [£t] Magnitude Unit tern Start End Start End DL Dead Axial (Ecc. = 0. ") 1615 lbs SL Snow Axial (Ecc. = 0.00") 2804 lbs Load9 Earthquake Point 10.00 939 lbs Self-wei ht Dead Axial 109 lbs Lateral Reactions(lbs): 10, i 0 Unfactored: 0' 10, Dead Snow Earthquake 439 Factored: L->R 307 Load comb #4 8x8 Post Timber-soft,Hem-Fir,No.2,8x8(7-1/4"x7-1/4") Support:Non-wood;Bearing length=column width Total length:10% Fixed base;Free top;Load face=width(b);Service:wet;Ke x Lb:2.1 x 10.0=21.0[ft];Ke x Ld:2.1 x 10.0=21.0[ft];Lateral support:top=Lb,bottom=Lb; This section FAILS the design check WARNING:This section violates the following design criteria:Axial+Bending WoodWorks®Sizer SOFTWARE FOR WOOD DESIGN 8x8 Embedded Post WoodWorks®Sizer 10.1 Page 2 Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2012: Criterion Analysis Value Design Value Anal sis/Desi n Shear fv - 9 Fv' 179 v Fv' = 0. 5 Bending(-) fb 581 Fb' = 736 fb/Fb' = 0.79 / \! Axial fc = B6 Fc' = 192 fc/Fc' = 0.45 Axial Bearing fc = 86 Fc- = 481 fc/Fc* = Combined (axia compression + a de load bending) Eq.3.9-3 = 1.02, Live Defl'n 0.74 = L/163 1.00 = L/120 Total Defl'n 0.74 = L/163 1.00 = L/120 0.74 Additional Data: FACTORS: F/E(psi)CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Tv, 140 1.60 1.00 1.00 - - - - 1.00 0.80 4 Fb'- 575 1.60 1.00 1.00 1.000 1.000 1.00 1.00 1.00 0.80 4 Fc' 575 1.15 0.91 1.00 0.399 1.000 - - 1.00 0.80 2 Fc'comb 575 1.60 - - 0.299 - - - - - 3 E' 1.1 million 1.00 1.00 - - - - 1.00 0.95 4 Emin' 0.40 million 1.00 1.00 - - - - 1.00 0.95 4 Fc* 575 1.15 0.91 1.00 - 1.000 - - 1.00 0.80 2 CRITICAL LOAD COMBINATIONS: Shear LC #4 = D+.7E, V = 307, V design = 307 lbs Bending(-): LC #4 = D+.7E, M = 3073 lbs-ft Deflection: LC 44 = D+.7E (live) LC #4 = D+.7E (total) Axial LC #2 = D+S, P = 4528 lbs Combined LC #3 = D+.75(S+.7E); (1 - fc/FcE) = 0.67 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 253e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 2.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1.WoodWorks analysis and design are in accordance with the[CC International Building Code(IBC 2012),the National Design Specification(NDS 2012),and NDS Design Supplement. 2.Please verify that the default deflection limits are appropriate for your application. Chapter 5 DESIGN TOOLS -Spreadsheets/Tables Section 5.2: General Analysis 2009 IBC Pole Foundation Design Input Data: b= 2 ft diameter of pole d= 3.29 ft depth of embedment but not over 12 feet h= 10 ft distance from ground surface to point of application of P P= 336 lbs applied lateral force S = 200 psf/ft lateral bearing of depth from Table 1806.2 or soils report Ssubl = 219.33333 allowable lateral soil-bearing pressure at a depth of one third the depth of embed Ssub3 = 658 allowable lateral soil-bearing pressure at the depth of embedment Non-constrained pole: to be used where no constraint is provided at the ground surface. A=2.34P/(Slb)= 1.79 d= A/2(1+sgrt(1+4.36h/A)= 5.41 Feet Iterate d above until estimated depth equals calculated depth. Use Goal Seek. Constrained Pole: to be used where constraint is provided at the ground surface, such as a rigid pavement d2=4.25Ph/(S3b) 10.85 d= 3.29 Feet Iterate d above until estimated depth equals calculated depth. Use Goal Seek. r. Description By RIK Date 6/23/2014 0 Checked Date ENGINEERING Scale Sheet No. 250 4th Ave.South Project Job No. Suite 200 Atonement Entry Canopy Edmonds,WA 98020 14123.1 CG Engineering Design Manual IBC Pole Foundation x N v • ��, ASS ! Permit Information Date 8/4/2014 Permit Number 441 Project Name Covered Entry Applicant Name Atonement Free Luthern Church Applicant Address 6905 172nd Street NE City, State,Zip Arlington,WA 98223 Contact John Phone 360-435-0965 Email jsforst@comcast.net Permit Type Commercial Addition Site Address 6905 172nd Street NE Valuation 20000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Covered Entry Assigned To Launa Peterson Property Information Owner Information Parcel#:31052300300900 ATONEMENT FREE LUTHERAN CHURCH-ARLINGTON ATONEMENT FREE LUTHERAN CHURCH-ARLINGTON 6905 172ND ST NE 6905 172ND ST NE ARLINGTON,WA 98223-5015 Review Date Type Description Tar et Date Completed Date Assigned To Status I4/2014 Commercial Addition 8!1 Chris Young In Review /4/2014 Commercial Addition 8/11/2014 Marc Hayes In Review /4/2014 Commercial Addition _ 8/11/2014 Tim Mensonides In Review /4/2014 Commercial Addition 8/11/2014 Troy Davis In Review /4/2014 Commercial Addition 8/11/2014 Tom Cooper Iln Review Notes Date Note 8/4/2014 Plans are in the review room. Uploaded Files Upload File 1 .-� • COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360) 403 3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION PLANS, THREE(3) SETS OF SPECIFICATIONS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel /Commercial Addition ( ) Tenant Improvement Project Address: e,,qO6 `Jg, Parcel ID#: Project Description: / �, JY �r � � Legal Description: �-� Project Valuation: Owner: ,�Mwo ,� _.p,�i�� Phone Number:_;24� Address: 6e . �r City: a State: W� Zip Code: Contact Person: `• '►�' Ly' Phone Number- 'b�jly Cell Phone_-5;:0-8)5- �,c=' Fax: E-mail Address: � aF 1� City: State: Zip Code: Contractor: I) Phone Number: Address City: State: Zip Code: Contractor's License Number: Expiration: Plumbing Contractor: Phone Number: Address: City: State: Zip Code Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City State: Zip Code: Contractor's License Number: Expiration: I here ce t t e ove in rma on is correct and that the construction on, and the occupancy and the use of the above- descri o n acco anc wi a laws, rules and regulation of t St a of W shington. Appli s Signature Date Print Applicants Name r 414 FOR STAFF USE ONLY Permit# ted By Amount Received Receipt# Date Received Page 6 of 7 i� i i •! � I COMMERCIAL REMODEL PERMIT APPLICATION } _ Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403 3551 Project Name/TenantArojjt'��E=,Lr &-u�2C' Site Address�"'� "7,2 '��mot- Bldg/Unit/Suite IBC Construction Type I C Occupancy Type Description of Use `&,Av rr✓I � 7��-z- S�- Building Square Footage Number of Stories Square Footage Per Floor '444"-'F tL) Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. P Wed a O-Agrt I - -it, 1 2�0 Sign ture Occupant/Agent D e Page 7 of 7 r COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403 3551 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work.These permits are issued separately. Mechanical, electrical, plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to permitcentera-ci.arlington.wa.us. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items design ted as ubmittal requirements must accompany my Building Permit Application to be considered a complete sub ittal. 1� Signat Date: b i �, wne Owner's Representative Compa Phone.,-IW Page 5 of 7 �. - � - - . . r .. �.. �: � ti �. - �� y�� •I �� I I COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403 3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION PLANS, THREE(3) SETS OF SPECIFICATIONS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel /Commercial Addition ( ) Tenant Improvement Project Address: �O� 1�2 Parcel ID#: Project Description / Legal Description: -f �L L. 1 Project Valuation: ' Owner: Phone Number: - Address: d (( sLAY V—' 44 F­ City: State: WAr Zip Code: ��a Contact Person Phone Number_7�3 J 4, Cell Phone �815� G' Fax: -� E-mail, ,ALL ,i.jrly Address: !� City: State: Zip Code: Contractor: �Qi ( J Phone Number: Address City: State: Zip Code: Contractor's License Number: Expiration Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration. Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I here ce t t e ove in rma on is correct and that the construction on, and the occupancy and the use of the above- descri o n acco anc wi a laws, rules and regulation oft S't9fe of W shin ton. g s C� Appli s Signature Date Print Applicants Name Received AUG gn-341 FOR STAFF USE ONLY Permit# 4,Accq6tedBy Amount Received Receipt# Date Received Page 6 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403 3551 Project Name/Tenant Site AddressG�7 �7� ���lr' � Bldg/Unit/Suite IBC Construction Type I C Occupancy Type Description of Use J'M S74e-J�� r�� C � N Buildin Square Footage �� Number of Stories- Square Square Footage Per Floor >- �-L Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Tk- P nted a r/-A nt Sign ture Occupant/Agent D e Page 7 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403 3551 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work.These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to permitcenterc@-ci.arlington.wa.us. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items design ted as ubmittal requirements must accompany my Building Permit Application to be considered a complete subs ittal. _� Signat Date: 6 1 '�l� wne Owner's Representative Compan Phoned' � ".le-'761 Page 5 of 7 Date: 04/10/2026 Permit#: 441 Permit Date: 08/04/2014 Review Date: 08/04/2014 Permit Type: COMMERCIAL ADDITION Review Type: COMMERCIAL ADDITION Target Date: 08/11/2014 Scheduled Time: Completed 08/06/2014 Date: Description: Technically churches are subject to Design Review (in this case administrative). I looked at the plans and the addition looks nice. It's pointless to charge $212 for design review in this case. Review Status: Assigned To: Time In: Time Out: Hours: Property Information Parcel#: 31052300300900 ATONEMENT FREE LUTHERAN CHURCH- ARLINGTON ATONEMENT FREE LUTHERAN CHURCH- 6905 172ND ST NE ARLINGTON 6905 172ND ST NE ARLINGTON, WA 98223-5015 Zoning: 691 Religious Activities (Churches Synagogues Etc.Lot: Block: Permit#: 441 Permit Date: 08/04/14 Permit Type: COMMERCIAL ADDITION Project Name: Atonement Free Lutheran Church Applicant Name: Atonement Free Lutheran Church Applicant Address: 6905 172nd Street NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: John Phone: 360-435-0965 Email:jsforst@comcast.net Scope of Work: Covered Entry Valuation: 20000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 10/22/2014 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ATONEMENT FREE LUTHERAN 691 Religious 31052300300900 6905 172ND ST NE CHURCH- Activities(Churches ARLINGTON Synagogues Etc. Contractors Contractor Primary Contact Phone Address Contractor Type License License# Anderson Lifestyle Nick Anderson 12119 11th CONSTRUCTION Labor&ANDERLH873PS Homes,LLC Avenue NE CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/12/2014 C20.BUILDING Covered Entrance 11/04/2014 z.Christopher Young Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 08/04/2014 COMMERCIAL Ok to issue z.Christopher Young ADDITION 08/04/2014 COMMERCIALADDITION No issues with the proposed addition. Marc Hayes 08/04/2014 COMMERCIAL AIRPORT ADDITION Technically churches are subject to Design Review(in this 08/04/2014 COMMERCIAL case administrative).I looked at the plans and the addition ADDITION looks nice.It's pointless to charge$212 for design review in this case. 08/04/2014 COMMERCIAL z.Tom Cooper ADDITION Fees Fee Description Notes Amount Building Permit Table 4-1 $427.96 State Surcharge- 1st DU Residential- 1st Unit $4.50 Building Plan Review Table 4-2 $278.17 Total $710.63 Attached Letters Date Letter Description 08/14/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/22/2014 John Furstenwerth 52206967 cc $710.63 Outstanding Balance $0.00 Notes Date Note Created By: 08/04/2014 Plans are in the review room. 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