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17721 35TH AVE NE_BLD2436_2026
NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: - I AM PM DATE: / JOB ADDRESS: � o r LOT#: PROJECT: .f tAJ KI i t. HvJ TYPE OF INSPECTION: (/✓rll OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION h//1Z l y_• eU� T 110 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING M CIVIL 1 BUILDING CITY OF ARLINGTON • NOTICE -Ao, TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑APPROVED PERMIT#: 2L+72 U LOT#: DATE: y JOB ADDRESS: J^]-721 �, bl : Q `4 J6kA TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR ' DATE Y p BUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON • NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: LOT# : DATE: JOB ADDRESS: I ,1 -;l _ TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION i THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE BUILDING DEPT. o PLAN N NG DEPT CITY OF ARLINGTON `'ti< i O 0A NOTICE Al' f Ctu_)J( A TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 'APPROVED PERMIT#: j�1 LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: 1'VaVtil I/i ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION zy Y� � 7, 2 Ff - n ati.V THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATA- BUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON r � 4 i VC AA pit NOTICE Ao C,VjV(A;l TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ,21 APPROVED PERMIT#: LOT#: DATE: G f, !(i JOB ADDRESS: TYPE OF INSPECTION: ''`�I ,I� bJ►,'1 fl. ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Chu C 71T, a vY f1 1-C-5Ir r THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE rl DIN :DEPT. -1�Ull LANN -DEPT. CITY OF ARLINGTON G91TY OF ARLIAGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:17721 Smokey Point Blvd Permit#:2436 Parcel#:31052100301800 Valuation: 15000.00 OWNER APPLICANT CONTRACTOR Name:CHRISTIAN&MISSIONARY Name:Michael Leon Construction Name:MICHAEL LEON CONSTRUCTION,INC ALLIANCE-ARLINGTON Address: 17721 SMOKEY POINT BLVD Address:526 N West Avenue,4126 Address:526 N.West Ave#126 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:360-659-2844 Phone:360-435-0610 LIC:MICHALC051MC EXP:08/01/2020 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: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 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. IBCI IO/IRC110. SALES TAX NOTI I: s tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and do i y of Ar n#3101. Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans and red lines. Call for inspection. 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 3/28/2019 Building Permit Fee $368.76 3/28/2019 Building Plan Review Fee $239.69 3/28/2019 Processing/Technology Fee $25.00 3/28/2019 State Surcharge-Commercial $25.00 Total Due: $658.45 Total Payment: $0.00 Balance Due: $658.45 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 ,., t I Structural Design Associates 3006 Rucker Ave. Everett, Washington, 98201 Phone: (425) 339-0293 Fax: (425) 252-0916 STRUCTURAL CALCULATIONS TRUSS & BEAM DESIGN SDA JOB #8589 C co V11� WAsy,CTO 0 r x J 343 a �R. JAN 15 2019 EXPIRES ARLINGTON CHURCH 17721 SMOKEY POINT BLVD ARLINGTON, WA 98223 January 15, 2019 CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED OFFICE COPYReceived DATE 3 27 BY o MAR 0 j 2019 NO CHANGES AUTHORIZED Received UNLESS APPROVED BY THE BUILDING INSPECTOR MAR 0 5 2019 00�A?�a Fro3m Vxl.A'qa YTID TMR30 © icilUB 3voRggA ry �.w �=coD2 ►3�rv�� L �`c,��d� -� � 8� � ,2� w Z2 �4�� COrnd� tom- USE Q1. Z 1 � dam (L 05S 90-4Zfir t7IV r; Fve 3C e45,tJ PA F TV•f-. ti. wr ✓e a i Title Block Line 1 F Project Title: You can change this area Engineer: using the"Settings"menu item Protect ID: and then using the"Printing& Project Descr: Title Block"selection. Tillie Block Line 6 Printed:15 JAN 2019 1:39PNI Wood Beam File=D:lDocunntsTNERCALC Data Piles18�99.ea8 ' Softwarecoppoghl(NERCALC INC 19832018.1301d,10.18.12,13 KW-0601 1301Covington Description: new floor beam CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,400.0 psl E:Modulus of Elasticity Load Combination IBC 2015 Fb- 1,850.0psi Ebend-xx 1,800.Oksi Fc-Prll 1,650.0 psi Eminbend-xx 950.0 ksi Wood Species : DF/DF Fc-Perp 650.0psi Ebend-yy 1,600.Oksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 650.0 ksi Ft 1.100.0 psi Density 31.210 pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling 1)(0,261�L(0 719) 5.5x15 Span= 17.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations Uniform Load: D=0,2610, L=0.7190, Tributary Width=1.0 ft DESIGN SUMMARY • Maximum Bending Stress Ratio _ 0.92Q1 1 Maximum Shear Stress Ratio = 0.507 : 1 Section used for this span 5.5x15 Section used for this span 5.5x15 fb:Actual = 2,162.73psi fv:Actual = 134.29 psi FB:Allowable _ 2,373.40psi Fv:Allowable = 265.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 8.750ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.548 in Ratio= 383>=360 Max Upward Transient Deflection 0,000 in Ratio= 0<360 Max Downward Total Deflection 0.747 in Ratio= 281>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 _ 1 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 8.575 8.575 Overall MINimum 6.291 6.291 +D+H 2.284 2.264 +D+L+H 8.575 8.575 +D+Lr+H 2.284 2.284 +D+S+H 2.284 2 284 +D+0.750Lr+0.750L+H 7,002 7.002 +D+0.750L40.750S+H 7.002 7.002 +D+0.60W+H 2.284 2.284 +D+0,70E+H 2.284 2.284 +D+0.750Lr+0.750L+0.450W+H 7.002 7.002 +D+0.750L+0.750S+0.450W+H 7,002 TD02 +0+0.750L+0.750S40.5250E+H 7.002 7002 i, I 'Title Block Line 1 Project Title: } You can change this area Engineer: using the"Settings'menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed:15 JAN 2019, 1:39PM Wood Beam File=D.0o wt&kENERCALCDMaFi118589.ec6 Software oopmphl ENERCALC.INC.19D2018 aWld 0018.1?13 ►:0 ► . " Description: new floor beam Vortical Reactions Support notation:Far left is#1 Values In KIPS Load Combination Support 1 Support 2 +0.60D+0.60Ni+u.60ii 1.370 1.370 +0.60D+0.70E+0.60H 1,370 1.370 D Only 2.284 2.284 Lr Ony L Only 6.291 6.291 S Only W Only E Only H Only ;� �1 Title Block Line 1 Project Title: 1 �� You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed:15 JAN 2019, 1:380,A f Wood Beam Fue=QrDOpnngnlsiEN"eRCAICQaraFdes18599eu6 &ftwatecnWil ENERCALC,INC.19812018,Build:10.18,12.13 0s :.o Covington Description: flrjst CODE REFERENCES _ Calculations per NDS 2015, IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb+ 850.0 psi E:Modulus of Elasticity Load Combination I BC 2015 Fb 850.0psi Ebend-xx 1,300.Oksi Fc Prll 1.300,0 psi Eminbend-xx 470.Oksi Wood Species Hem Fir Fc Perp 405.0 psi Wood Grade No.2 Fv 150.0 psi Ft 526.0psi Density 26.840pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase 0(0.016)Q0.166) a I 2x8 Span=7.0 ft Applied Loads Service loads entered Load Factors will be applied for calculations, Uniform Load: D=0.0160, L=0.1660, Tributary Width=1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.868 1 Maximum Shear Stress Ratio 0,487 : 1 Section used for this span 2x8 Section used for this span 2x8 tb:Actual _ 1,017.99psi fv:Actual 73.11 psi FB:Allowable 1,173.00psi Fv:Allowable = 150.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 3.500ft Location of maximum on span - 6.412 ft Span#where maximum occurs - Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0,146 in Ratio= 576>=360 Max Upward Transient Deflection 0.000 In Ratio= 0<360 Max Downward Total Deflection 0.160 in Ratio= 525>=240 Max Upward Total Deflection 0,000 in Ratio= 0<240 1 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 overall MAXlmum 0.637 0.637 Overall MlNlmum 0.581 0.581 +D+H 0.056 0.056 +D+L+H 0.637 0.637 +D+Lr+H 0.056 0.056 +D+S+H 0.056 0.056 +D+0.750Lr+0.750L+H 0.492 0,492 +D+0.750L+0.750S+H 0.492 0.492 +D+0.60W+H 0.056 0.056 +D+0.70E+H 0.056 0.056 +D+0.750Lr+0.750L+0.450W+H 0.492 0.492 +D+0.750L+0.750S+0.450W+H 0,492 0.492 +D+0.750L+0.750S+0.5250E+H 0,492 0.492 I Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block line 6 Printed:15 JAN 201 B, 1:38PM VIIOOd Beam F8e=0.10=wrd%*NERCR1.CDOFues185%.64 5o1NwarecopyrgfrtEMERCALC,INC 19832018 Buid:10.181M KW-06011 1301 Description: tlrjst Vertical Reactions Support notation:Far left Is#1 Values in KIPS _ Load Combination Support 1 Support2 +0.60D+0.60W+0.60H 0.n3d7- 0.034 +0.60D+0,70E+0.60H 0.034 0.034 D Only 0.056 0.056 Lr Only L Only 0.581 0.581 S Only W Only E Only H Only 1 I Title Block Line 1 r� Project Title: C You can change this area Engineer: using the"Settings"menu item Protect ID: and then using the"Printing& Protect Descr: Title Block"selection, Title Block Line 6 Pi intnd 1;,IAN 2019, 8•3MM Wood Beam FUe=DirimumentslENERCALCDmaIDes18599,oc6 Software copyriabt ENERCALC,INC 1983-2018,Build 10.18.12.13 [I! KW-06011301 i Description: rafter CODE REFERENCES - - - - Calculations per NOS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb+ 850 psi E:Modulus of Elasticity Load Combination iBC 2015 Flo- 850 psi Ebend-xx 1300 ksi Fc-PrII 1300 psi Eminbend-xx 470 ksi Wood Species : Hem Fir Fc-Perp 405 psi Wood Grade :No•2 Fv 150 psi Ft 525psi Density 26.84pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 2x6 r Span=7.0ft I Applied Loads Service loads enterod.Load Factors will be applied for calculations. Uniform Load: D=0,030, S=0,050, Tributary Width=1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.612 1 Maximum Shear Stress Ratio = 0.259 : 1 Section used for this span 2x6 Section used for this span 2x6 fb:Actual 777.52psi fv:Actual 44.59 psi FB:Allowable 1,270.75psi Fv:Allowable = 172.50 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 3,500ft Location of maximum on span = 6.566ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.100 In Ratio= 835>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.161 in Ratio= 522>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.280 0.280 Overall MINimum 0.175 0.175 +D+H 0.105 0.105 +D+L+H 0.105 0.105 +D+Lr+H 0.105 0.105 +D+S+H 0.280 0.280 +D+0.750Lr+0.750L+H 0.105 0.105 +D+0.750L+0.750S+H 0.236 0.236 +D+0.60W+H 0.105 0.105 +D+0.70E+H 0.105 0.105 +D+0.750Lr+0.750L+0,450W+H 0.105 0.105 +D+0.750L+0,750S+0.450W+H 0.236 0,236 +D+0.750L+0.750S+0.5250E+H 0.236 0.236 i Title Block Line 1 Project l itle: ' C' You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. 1 illf:ESluc,F.Luur ii Printed:16 JAN 2019, e:99AM Wood Beam F*-DD?DDcwwtsTNERCAtC Data Files16599.ec6 Software 2WA phi ENERMC.INC.19812918 0raM1.10.18.12.13 Licensee Covington Description; rafter Vertical Reactions Support notation:far left is#1 Values in KIPS Load Combination Support 1 Support 2 +0,60D+0.01+0.60H 0.063 0.063 AMD+0.70E+0.60H 0.063 0.063 D Only 0.105 0.105 Lr Only L Only S Only 0.176 0.175 W Only E Only H Only i A CH dl Ew L Z w 2 2 ��1�7 �►- -•C13�� #I c o m P i A- t1 S E QL Z x l�� �24F^ � 2= r- Lml?- .MIST c. `7 �� r . 33C 13�� : I �2PLF c �v►-►�oP tr e> v sV- Z'y kf)F# l l L"�- /Zt>5S 2r-g-CT-i 0" L - 1 �5, S ' Q= 2 C4��C1�, _ ZcO 3Z G FDe sc e -v �Q v �c Pq-K 4`� S C r-�-�S fZ I-6t.1.O FE.,4 2� �S r w- fa- +3„�do �- `7 (I3��d'- �Z Z e, Ir Irk 82, °O wDe I I G 3 co u-�' ✓s 2� 0t ,� � -`Z r , � i Title Block Line 1 Project Title: l� You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line Printed: a FEP 2019,10:27AM i Wood Beam FNIe=D 1Documenl6*N9 C Dora F4e61B599.ec6 Software cepyliphl ENERCALC,INC.1983-2016.Build:10.18.12.13 KW-06011301 Description: new floor beam CODE REFERENCES - Calculations per NDS 2015, IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties _ Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity Load Combination iBC2015 Fb- 1,850.0psi Ebend-xx 1,800.Oksi Fc Prll 1,650.0psi Eminbend-xx 950.Oksi Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0ksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 850.0 ksi Ft 1.100.0psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling o D(o.25�a�fiE1) _o 5.509,5 p� Span-21-50 it Applied Loads Service loads entered, Load Factors will be applied for calculations, Uniform Load: D=0.2590, L=0.7680, Tributary Width=1.0 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.902 1 Maximum Shear Stress Ratio = 0.498 : 1 I Section used for this span 5.5x19.5 Section used for this span 5.5x19.5 fb:Actual 2,042.95 psi fv:Actual 131.87 psi I FB:Allowable = 2,264.84psi Fv:Allowable 265.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 10,750ft Location of maximum on span = 19.931 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0,607 in Ratio= 424>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.812 in Ratio= 317>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimurn 111.040 Overall MINimum 8.256 8.256 +D+H 2.784 2.784 +D+L+H 11.040 11.040 +D+Lr+H 2.784 2.784 +D+S+H 2.784 2.784 +D+0.750Lr-4750L+H 8.976 8.976 +D+0.750L+0.750S+H 8.976 8.976 +0+0.60W+H 2.784 2.784 +0+0.70E+H 2.784 2,784 +D+0.750Lr+0.750L+0.450W+H 6.976 8.976 +D+0.750L+0.750S+0.450W+H 8.976 8.976 +D+0,750L+0.750S+0,5250E+H 8.976 8.976 it Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed: 6 FEB 2019,1o:27AM Wood Beam File=D IOocumenlslENERCAtC Data Fdesf�59 4d--1 SoMme copynghi ENERCAM INC 1993.2019,11WT 10.19.12.13 KVV-060113M Licensee Covingtori Description: new floor beam Vertical Reactions Support notation:Far left is 91 Values in KIPS Load Combination Support 1 Support 2 460'-D i,6UOWAJ;60H +0.60D+0.70E+0.60H 1.671 1.671 D Only 2.784 2.784 Lr Only L Only 8.256 8.256 S Only W Only E Only H Only I I Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title block Line_6 _ _ Printed: h FEB 2019, 9ALI M 1 Wood Beam Soriwa Foe-D.lDaovw%fNERCA.CDftFues1B599.a5 a oopVA.&ENERCALC,INC.1983-2016,Build:10.1812.13 r:01 1301 Licenseo:Covingt2n Description: frJst CODE REFERENCES Calculations per NDS 2015, IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 _Material Properties - Analysis Method: Allowable Stress Design Fb+ 1000 psi E:Modulus of Elasticity Load Combination iBC 2015 Fb- 1000 psi Ebend-xx 1700 ksi Fc-Prll 1500 psi Eminbend-xx 620 ksi Wood Species Douglas Fir-Larch Fc-Perp 625 psi Wood Grade No.1 Fv 180 psi Ft 675 psi Density 31.21 pcf Beam Bracing ; Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase 2x8 Span=8.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0160, L=0.1660, Tributary Width=1.0 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.9631 Maximum Shear Stress Ratio - 0.476 : 1 Section used for this span 2x8 Section used for this span 2x8 fb:Actual 1,329.62psi fv:Actual 85.75 psi FIB:Allowable = 1,380.00psi Fv:Allowable 180.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 4.000ft Location of maximum on span = 7.416ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection l Max Downward Transient Deflection 0.190 in Ratio= 505>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.208 in Ratio= 460>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overaii MAXirnurn �. Overall MINimum 0.664 0.664 +D+H 0.064 0.064 +D+L+H 0.728 0.728 +D+Lr+H 0.064 0.064 +D+S+H 0,064 0,064 +D+0.750Lr+0.750L+H 0.562 0.562 +D+0.750L+0.750S+H 0.562 0.562 +D+0.60W+H 0.064 0.064 +D+0.70E+H 0.064 0.064 +D+0,750Lr+0.750L+0,450W+H 0.562 0.562 +D+0.750L+0.750S+0.450W+H 0.562 0,562 +0+0,750L+0.750S+0.5250E+H 0.562 0.562 i Title Black Line 1 Project Title: i 13 You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection, Title Block_Line 6 Printed: 6 FEB 2019, 9:40AM Wood Beam Fe-D.00M entslENERCALCDaleFios�B699.ec6 3ollware oolgNhl ENERCALC INC.19M1116,8wb:10.16.12.13 0.1 Description: tlrJst - Verdcal RAaCtbAS Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 +0.60D+0.60W+0,60H 0,038 0.038 +0.60D+0.70E+0.60H 0.038 0.038 D Only 0,064 0,064 Lr Only L Only 0.664 0,664 S Only W Only E Only H Only � J1 1 Title Block Line 1 .� Project Title: r �� You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Lino 6 Printed: r FFR Doty.to:44or�U f Wood Beam _File=D:0wurnents\EN C D ERCALata Filei18 99.ec6 SotN�are pylgiq @t ENERCALC.INC 19832018.Build:10161213 KWwOOOII 1301 Description: flrjst CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb+ 850 psi E:Modulus of Elasticity Load Combination iBC 2015 Fb- 850 psi Ebend-xx 1300ksi Fc Prll 1300 psi Eminbend-xx 470 ksi Wood Species : Hem Fir Fc Perp 405 psi Wood Grade : No.2 Fv 160 psi Ft 525psi Density 26.84pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.01(J3 Lf0-,_1661 ------- -- - 2x10 Span=8.0 ft Applied Loads Service loads entered- Load Factors will be applied for calculations. Uniform Load: D=0,0160, L=0.1660, Tributary Width=1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.760 1 Maximum Shear Stress Ratio = 0.425 : 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual _ 816.81 psi fv:Actual 63.77 psi FB:Allowable = 1,075.25psi Fv:Allowable = 150.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 4.000ft Location of maximum on span = 7.241 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.120 in Ratio= 802>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.131 in Ratio= 731>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support I Support 2 Ove-rail MAXlmum 0.728 0.728 Overall MINimum 0.664 0.664 +D+H 0.064 0,064 +D+L+H 0.728 0.728 +D+Lr+H 0.064 0.064 +D+S+H 0.064 0.064 +D+0.750Lr+0.750L+H 0.562 0.562 +D+0.750L+0.750S+H 0.562 0.562 +D+0.60W+H 0.064 0.064 +D+0.70E+H 0.064 0.064 +D+0.750Lr+0.750L+0.450W+H 0.562 0,562 +D+0.750L-i0.750S+0.450W+H 0.562 0.562 +D+0.750L+0.750S+0.5250E+H 0.562 0,562 ,. I Title Block Line 1 Project Title: ACT 1 You can change this area Engineer: using the"Settings"menu item Protect ID: and then using the"Printing& Project Descr: Title Block"selection, 1 lie lii:::.k Line 6 Printed: 6 FEB 2019,10:40AM Wood Beam Ne.-Di6kowt IENERCALC DMa f la*599.W5 Software co"ngftt ENERCALC.INC 19IM2018,&0 10 10 12-13 Description `IfJst Vertical Reactions Support notation;Far left is#1 Values In KIPS Load Combination Support 1 Support 2 +0,60D+0.60W+O.bOH 0.038 0.038 +0.60D+0.70E+0.60H 0.038 0.038 D Only 0,064 0.064 Lr Only L Only 0.664 0.664 S Only W Only E Only H Only _ i 1 Title Block Line 1 Project Title: + C You can change this area Engineer: using the"Settings"menu item Protect ID: and then using the"Printing& Project Descr; Title Block"selection. Title Black_Line 6 Punted: c FEB 2019,10:43AM WOO( Beam File=D:0ocumentslENERCALC Data FileM8599.ec6 i Software o0 tom ENERCJLLC.INC.1983-2016.Build:10.18.12,13 i:0 Description: rafter CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 --Material Properties Analysis Method: Allowable Stress Design Fb+ 850.0 psi E;Modulus of Elasticity Load Combination iBC 2015 Fb 850.0psi Ebend-xx 1,300.Oksi Fc Prll 1,300.0 psi Eminbend-xx 470.0 ksi Wood Species ; Hem Fir Fc-Perp 405.0 psi Wood Grade ;No.2 Fv 150.0 psi Ft 525.0 psi Density 26.840pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling - - - - - 2x6 - - - - Span=8.0ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load; D=0,030, S=0.050, Tributary Width=1,0 ft DESIGN SUMMARY 110 = � • i Maximum Bending Stress Ratio = 0.799 1 Maximum Shear Stress Ratio = 0.300 : 1 Section used for this span 2x6 Section used for this span 2x6 fb:Actual 1,015.54psi fv:Actual = 51.81 psi FB:Allowable = 1,270,75psi Fv:Allowable - 172.50 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 4.000ft Location of maximum on span = 7.562 ft Span#where maximum occurs = Span#1 Span#where maximum occurs - Span#1 Maximum Deflection Max Downward Transient Deflection 0.171 In Ratio= 559>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.274 in Ratio= 349>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 uveran MAxlmum 0.320 0.320 Overall MlNimum 0.200 0.200 +D+H 0.120 0.120 +D+L+H 0.120 0.120 +D+Lr+H 0.120 0.120 +D+S+H 0.320 0.320 +D4-0.750Lr+0.750L+H 0.120 0,120 +D+0.750L+0.750S+H 0.270 0.270 +D+0.60W+H 0.120 0,120 +D+0.70E+H 0.120 0,120 +D+0.750Lr+0.750L+0.450W+}1 0.120 0.120 +D+0,750L+0.750S+0.450W+H 0.270 0.270 +D+0.750L+0,750S+0.5250E+H 0.270 0.270 i '� Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. TIN Block Line G Printed: 6 FEB 2019.10:43AM Wood Beam File-DlDowme MWNERCA1.G Date FdasMO.oci 9ofAvrtecopydpMENERCAIC.INC iB832018.WW:10,18.12.t3 Description;'• rafter Vetltltil Reactions Support notation:Far left Is#1 Values in KIPS Load Combinatlon Support 1 Support 2 +0.60D+0.60W�.60H +0.60D+0.70E+0.60H 0.072 0,072 D Only 0.120 0.120 Lr Only L Only S Only 0.200 0,200 W Only E Only H Only 1 L� Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line 6 Minted: F FEB 2019, 10:68ANI Wood Beam - - F+ nw 1ENERCALC00 aFites+e�.oa -� 80"W"coVYh4h1 ENERCALC,INC 19832018.161A110.18.12.13 ft 0:0 • • Description: interior hdr CODE REFERENCES - Calculations per NDS 2015, IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties l Analysis Method: Allowable Stress Design Fb+ 2400 psi E:Modulus of Elasticity Load Combination iBC 2015 Fb- 1850 psi Ebend-xx 1800ksi Fc-Prll 1650 psi Eminbend-xx 950ksi Wood Species : DF/DF Fc-Perp 650 psi Ebend-yy 1600ksi Wood Grade :24F-V4 Fv 265 psi Eminbend-yy 850ksi Ft 1100 psi Density 31.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 113(0.697)S(1.163) 5.5x10 5 ?�► Span=10-0 ft Applied Loads Service loads entered. Load tractors will be applied for calculations. Uniform Load: D=0,6970, S=1.163, Tributary Width=1,0 ft DESIGN SUMMARY '== • Maxirnum Bending Stress Ratio 1.00a 1 Maximum Shear Stress Ratio 0.660 : 1 Section used for this span 5.5x10.5 Section used for this span 5.5x10.5 fb:Actual - 2,760.67psi fd:Actual = 201.00 psi FB:Allowable 2,760.00psl Fv:Allowable 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 5.000ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.276 In Ratio= 435>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.441 In Ratio= 272>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXlmum Overall MlNimum 5.815 5.815 +D+H 3,485 3.485 +D+L+H 3.485 3.485 +D+Lr+H 3.485 3.485 +D+S+H 9,300 9.300 +D+0.750Lr+0.750L+H 3.485 3.485 +D+0.750L+0.750S+H 7.846 7.846 +0+0.60W+H 3.465 3.485 +D+0.70E+H 3,485 3.485 +D+0,750Lr+0.750L+0.450W+H 3.485 3.485 +0+0.750L+0.750S+0.450W+H 7.846 7.846 +D+0.750L+0.750S+0.5250E+H 7.846 7,846 it I Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings'menu item Project ID: and then using the'Printing& Project Descr: Title Block"selection. Tills Block_Line 6 Printed: 0 FEB 2019,10:58AM �Wood BB3n1 Re=0.10Dwrtr�WENERCLCDosFilestiBWec6. 50*m tapynghl ENERCALC 1NC 1002016,Build 10.18.12 13 KW-060111301 Licensee Covington Description: interior hdr Vertical Reactions Support notation:Far left is#1 Values in KIPS _ Load Combination Support 1 Support 2 +0.60D+0,60W+0,60H 2.091 2,091 +0.60D+0.7CE+0.60H 2.091 2.091 D Only 3.485 3.485 Lr Only L Only S Only 5.615 5.815 W Only E Only H Only T2 L115S w 2 L = tis 1�6�2. p�� g ��a��v '�'�ZV -� c�+a�,r r''.�.t,+�r •fir�- d� R-*7— G.�J�sfrr'�ar- �� -( 5 '� .� S C rer VSFF- RA �u m of (11-Grp � tQ �Ea c b e • ► � :I. 1 Permit Information Date 3/6/2019 Permit Number 2436 Project Name Smokey Point Community Church Applicant Name Michael Leon Construction Applicant Address 526 N West Avenue,#126 City,State,Zip Arlington,WA 98223 Contact Michael Leon Phone 360-659-2844 Email michaelleon.mlc@gmail.com Permit Type Commercial Alteration Site Address 17721 Smokey Point Blvd Valuation 15000.00 Status Applied Permit Issued Permit Expires Square Feet 8800 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Loft space for church Assigned To Kristin Foster Property Owner Parcel Address Legal Owner Phone Zoning 31052100301800 17721 35TH AVE CHRISTIAN&MISSIONARY ALLIANCE- 699 Other Miscellaneous Services NE I 1ARLINGTON NEC Contractors Contractor Name FPrimary Contact Phone Email Contractor Type License License# ICHAEL LEON CONSTRUCTION, INC MICHAEL LEON 60-435-0610 CONTRACTOR Laborand Industries PAICHALCO51MC Review Date Type Description I Target Date Completed Date Assigned To Status /6/2019 lCommercial Other /13/2019 IBuilding In Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $368.76 Building Plan Review Fee 345.83.00.00 $239.69 Processing/Technology Fee 341.43.00.02 $25.00 State Surcharge-Commercial 386.00.01.00 $25.00 Total $658.45 Notes Date I Note 3/6/2019 jApplicant needs to sign the application. Uploaded Files Upload File Date File Uploaded B 3/6/2019 123:22 PM 12436 Application p If I Foster.Kristin h: L1�Y O� 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 TWO(2) SETS OF CONSTRUCTION PLANS, TWO(2) 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 -(71 Tenant Improvement Project Address: 17721 5;"vAey K %i- Jew'yw .� n Parcel ID#: 31 a6-2(OO 3® I Q e0 Project Description: oT 7 Legal Description. Project Valuation: l.Sr'wo Owner: Sv►10 Q i wtM Phone Number: �g^ lv S� 'ZB�fl Address: 177-Z1 City: f ,— State: 44� Zip Code: Contact Person: Imot�'pa l .Lem+... Phone Number: Cell Phone: ��' 79 f- `fS�T(� E-mail: �i4. �,. Address: 2, City: M), o State: Wez Zip Code: yfi?22 3 Contractor: Phone Number: O-S�3a5^O(o /O (A Address: ,.S`,2� 1�l , ja_St �" � �1 City:_ r1 i�� �-v�� State: WA, Zip Code: "!82 Z -3 Contractor's License Number:CCM,et-PEAL.US'l M C, 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: Received MAR 0 " 2019 Received REV 2015 Page 6 of 7 MAR 0 5 2019 1< =M 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 cedparlin tonwa.gov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 COMMERCIAL REMODEL ���y10 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 Address 177,z1 5,xol4.•2 1f..&- Fr=d o-,4 Bldg./Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use Building Square Footage Number of Stories 1 Square Footage per Floor , OC9 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. I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Print Applicants Name Date FOR STAFF USE ONLY Zw Received Permit# Accepted By Amount Received Receipt# Dat eWA 2nlo REV 2015 Page 7 of 7 ., ' ,. I I I G�V Y D� COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington - 18204 59th Ave NE -Arlington, WA 98223 - Phone (360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. ❑ One(1)City of Arlington Commercial/Multi-Family Permit Application (One(1) permit application per building or structure is required) ❑ One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ®. Two(2)Architectural Drawings Two(2) Structural Drawings Two(2) Structural Calculations ❑ One(1) Project Specification Manuals(if applicable) ❑ One(1) NREC Code Compliance Forms ❑ One(1) Special Inspection Requirements Forms ❑ One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 7 ry COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5 WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 29646B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 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 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. Yr SITE PLAN-,REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements 3. Provide property legal description and show property lines. 4 Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations 6. Indicate North direction. 7 Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. J0 Cover Sheet a) Building Information 1 Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1 Design Professional in Responsible Charge 2 Architects 3 Structural Engineers 4 Owner 5 Developer 6 Any other Design Team Members 2. Floor Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, etc. REV 2015 Page 3 of 7 m COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing_ details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Rg Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 7 Home, Espafiol Contact 7 • �o i Industries Safety&Health 0 Claims&Insurance 0% Workplace Rights Trades&Licensing .1 Washington State Department of " Labor & Industries MICHAEL LEON CONSTRUCTION INC Owner or tradesperson 526 N WEST AVE#126 ARLINGTON,WA 98223 Principals 360-435.0610 LEON,MICHAEL,AGENT SNOHOMISH County ■ LEON,MICHAEL CHRISTOPHER,MEMBER Doing business as MICHAEL LEON CONSTRUCTION INC WA UBI No. Business type 601 608 731 Corporation License Verify the contractor's active registration!license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MICHALC051MC Effective—expiration 07/03/1995—08/01/2020 Bond CBIC $12,000.00 Bond account no. 640077 Received by L&I Effective date 07/17/2002 06/25/2002 Expiration date Until Canceled Insurance Allied Property&Cas Ins Co $1,000,000.00 Policy no. ACP7572341446 Received by L&I Effective date 07/02/2018 07/25/2013 Expiration date 0 7/2 51201 9 Insurance history Savinvs No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Help us improve No L&I tax debts are recorded for this contra^tor license during the previous 6 year period,but som,-4ebts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' camp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Call L&I account representative for account 546,897-01 status. Doing business as MICHAEL LEON CONSTRUCTION INC Estimated workers reported Incomplete premium report received. L&I account contact T1 I LAURIE DE IESO(360)416-3041 -Email:KRAL235@Ini.wa.gov Public Works Strikes and Debarments , Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. - - rlcttss Help - - _- - �119shingtorr usimprove Permit#: 2436 Permit Date: 03/06/19 Permit Type: COMMERCIAL ALTERATION Project Name: Smokey Point Community Church Applicant Name: Michael Leon Construction Applicant Address: 526 N West Avenue, #126 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Michael Leon Phone: 360-659-2844 Email: michaelleon.mlc@gmail.com Scope of Work: Loft space for church Valuation: 15000.00 Square Feet: 8800 Number of Stories: I Construction Type: Occupancy Group: ID Code: Permit Issued: 03/28/2019 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning CHRISTIAN& MISSIONARY 699 Other 31052100301800 17721 35TH AVE NE ALLIANCE- Miscellaneous ARLINGTON Services NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# MICHAEL LEON MICHAEL LEON 360-435-0610 526 N.West Ave CONSTRUCTION Labor and MICHALCO51MC CONSTRUCTION,INC #126 CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 05/21/2019 Inspection Insulation 05/21/2019 BUILDING Completed AM 05/16/2019 C09.FRAMING Please call 1/2 hour prior to 05/16/2019 BUILDING Approved arrival 05/08/2019 C04.PLUMBING Early AM 05/08/2019 BUILDING Approved GROUNDWORK Call 1/2 hour prior to arrival 04/23/2019 R02.FOOTING 1 PM 04/23/2019 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status 03/06/2019 Commercial Other BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $368.76 Building Plan Review Table 4-2 $239.69 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Total $658.45 Attached Letters Date Letter Description 03/28/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/28/2019 MICHAEL LEON 74625443 iTransact CC $658.45 Outstanding Balance $0.00 Notes Date Note Created By: 03/06/2019 Applicant needs to sign the application. Kristin Foster Uploaded Files Date File Name 09/23/2021 9752927-2436 IC 5.16.2019 Framin9:pdf 09/23/2021 9752928-2436 IC 5.21.2019 Insulation.pdf 09/23/2021 9752929-2436 IC 1.31.2020 Final.pdf 09/23/2021 9752930-2436 IC 4.23.2019 Footing,pdf 09/23/2021 9752931-2436 IC 5.8.2019 Plumbin9,pdf 03/28/2019 4695796-2436 Signed pgrmit.pdf 03/06/2019 4589155-2436 Application.pdf a � a xLIJ P, ,4i'vT 'A-A-V Hlf-Vl! 1, 7')LL, 1, II")1IIIII") LIj1VTI( d X'L�[jI()ItS o � 611/1O/�'O ,L�[S ,LIIt,111d r ism* 0 EL `ow a . g O r- 0 F = N- Uri �U! H w PER T NM1�'v a C yaGe z �nz� oo o�Q gym L1_ _Opp-, r moo � K Viz,: �v0 Q O � u-3pzv u�i n ^ 482 p w �I u_3u * r Lu o �w0�0 m o�c U au'c d� � r ` r� r r7 3 � z O ~ z �zv �; Z z �S� P tv m ^ ���p N N ��o Qu���zz �L 1 OEM 2� _ u U� r� u O r =SD=oo ~ � S°c rr 7 A r a m L13 z N r. 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