The URL can be used to link to this page

Home My WebLink About17604 39th Dr Ne_BLD2813_2026 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: I 1 AM'PM DATE: /> OB ADDRESS: "f( ((;` _ i�I I--T, i LOT#: PROJECT: TYPE OF INSPECTION: Fi, IA I 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. ❑ 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 THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 - TO INSPECTOR DATE O PLANNING Cl CIVIL /BUILDING yp CITY OF ARLINGTON < ,. i � i i i e NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O APPROVED PERMIT#: �' `% PM DATE: OBADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: r OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE M PLANNING O CIVIL C1131JILDING CITY OF ARLINGTON '� . I I i CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:17604 39th Dr NE Permit#:2813 Parcel#:00420000003100 Valuation: 1500.00 OWNER APPLICANT CONTRACTOR Name:RYNEARSON SETH VERNON Name:Seth Rynearson Name:Seth Rynearson Address: 17604 39TH DR NE Address:17604 39th Dr NE Address: 17604 39th Drive NE City,State Zip:ARLINGTON,WA 98223-8746 City,State Zip:Arlington City,State Zip:Arlington,WA 98223 Phone: Phone:2067476774 Phone:206-747-6774 LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Misc 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. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and c dcd "y of rlington#3101. off— w4e 0 /` -��/ egZ"z::� "Z? Signal rc Print Name Date Released By Date CONDITIONS Adhere to approved plans. Inspections required. THIS PERMIT AUTHORIZES 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 10/08/2019 Building Permit Fee $78.30 10/08/2019 Processing/Technology Fee $25.00 10/08/2019 Building Plan Review Fee $50.90 Total Due: $154.20 Total Payment: $0.00 Balance Due: $154.20 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 Permit#: 2813 Permit Date: 09/26/19 Project Name: Rynearson Site Address: 17604 39th Dr NE Applicant Name: Seth Rynearson Applicant Address: 17604 39th Dr NE City, State, Zip: Arlington Contact: Seth Rynearson Phone: 2067476774 Email: seththemason@gmail.com Permit Type: Misc Valuation: 1500.00 Status: Applied Permit Issued: Permit Expires: Square Feet: 0 Type of Construction/Occupancy Type: Residential Fence Number of Stories: 0 Proposed Use: CMU fence MIC/Opportunity Zone: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning RYNEARSON 111 Single Family 00420000003100 17604 39TH DR NE Residence- SETH VERNON Detached Plan Reviews Date Review Type Description Assigned To Review Status 09/26/2019 Misc Building In Review 09/26/2019 Misc Josh Grandlienard In Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $78.30 Processing/Technology Fee 341.43.00.02 $25.00 Building Plan Review Fee 345.83.00.00 $50.90 Total $154.20 Notes Date Note Created By: 09/26/2019 Approved Zoning Verification Permit#2515 for reference Raelynn Jones RESIDENTIAL MISCELLANEOUS PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403.3551 RETA APPLICATION LSS,ISTORAGETANKS, PLAYGROUND FOR POO S,HOTTUBS,ETC•' I / 1 Project Address:_1� Project Description. -Valuation: Owner: t �, Address: V1 WD off " ' K City: `��,� State: dip Code: Phone: �206^ ,-74/7 677:% Email: Contractor Name: o w n e"r— Address: City: State: Zip Code: Phone: Email: License Number: Expiration Date: I hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the .state of Washington. CA AA licants Signature Date Print Applicants Name Received d FOR STAFF USE ONLY S E P 2 4 2019 Permit# Accepted By Amount Received Receipt# Date Received � . �_.� ' . _ ._. .... .. _ i ,4 I I ., •� . , �,.. I _, t r7. �' RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development +L1 ,SO City of Arlington • 18204 59th Ave NE•Arlington,WA 98223• Phone (360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) Model# AFUE ❑ Heat Pump Model# SEER HSPE ❑ AC Unit Model# SEER ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove ❑ Gas Piping D_ Other �iei�t✓t� Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: Date:/ Print Applicants Name: . 6/16LP Page 3 of 3 ,{ 1 1 I .` •- � � {1 _f NICKERSJN ENGINEERING Structural Calculations for: OFFICE COPY CITY OF ARLINGTON C M U Fence BUILDING DEPARTMENT APPROVED Project Address: DATE /o �BY Co 17604 39t" Dr NE Arlington, WA 98223 NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR �TAULN f WAS a 0 16, TONAL ' b Structural Engineering by: NICKerson Engineering 2221 Everett Ave, #202 Everett, WA 98201 Design per: 2015 International Building Code ' IiJE.:�tlS G.:LAPtD. D �C�t�l:.l'CJ�RJI �:th 'i VNUE - W.►AID Low! _-ci:9�.. � s1.G� �Cso `cast-_� =,0. fc._�_ • ..... SAIL_VAkJES (PcSSlSMeD c s F/A'.*R-t- = 15.9 �� L'+-�7 h- A�fow bl�}._So+1 6eox� : ..IsooQaf . . - i 1 P.. .., - 4 i. 'iera� Car P�-s� _. 3s PclE F O IS:.-.1.2 a =o roW :_ r �. T�1 i Ns� �i,) NA l.Qf�O._.N..: "U _._C-• -...:. .. :_�.� 13..'S„�'` '. - , :. - ,.. _. . ot:SCz-1^ Q1r �t+C` ?q .� � rr�s�aR ►. �'in 1 6'Q : . :I.O does n ..._ .•IrLk . ' - Mu:= gl$-.a =Cbs -- .._._ . O a rr11 Dr^ :Kda�_ 6- ay- escasprr� *'• Site. .!-,hot-occor _:�i•'Iru'..120}•0 3 •F4 i lb, . 7 g18.$ft 4b4 nFl_.o,+o L�Cct'�c 9►5-dt�:n+l :_. - '� [6 _ ._...... Vi1 -23_ ._. - i -X � 5'p" > 15 0.0.Psfi Cul-t3_ A l A O 4s oc; t' bo. . C, C, •- f- . VI- Cyr e ►d..+o 2 . 1. 10Y �.a! = 0�8i� (for e ! .C-_ V.h� --- 77 3t.jb (fur C4X 6). TOM = f336 (6�. ('�fo�Cast:: �:��,.�_..�_�_... _ . ._.. .i.,- - -••. �-- -�•' ._ _--_.. . ___ :�.._.- . 3 ..16si C. Case ., . V 0-6.") :_ i . - -• - _ (for Ca C; :>w$:'_':+a PROJECT " 1 �• -- DATE PROJ.NO.�+_I/��L�4L4_ V 1 CA IlrfL+ DESIGN_S_.1 SHEET of WASH F �! y (1)#4 CONT IN BOND BEAM O AT TOP OF WALL G� 42016 'kAt NAL __-8"CMU FENCE FILL ALL CELLS CONTAINING #4 @ 32"OC VERT REINFORCEMENT AND ALL CENTERED IN WALL CELLS BELOW GRADE w/GROUT c Y (1)#4 CONT IN BOND BEAM X #4 x L@ 32"OC AT MID HEIGHT OF WALL ALTERNATE HOOK 00 DIRECTION z CO w � z #4 @ 18"OC AT BOTT— (1)#4 CONT IN U g BOND BEAM AT Of BOTTOM OF WALL 0 Z n O z \//\I S\ EQUAL EQUAL MINIMUM CONCRETE COMPRESSIVE (3)#4 CONT @ BOTT STRENGTH=2500 PSI. _ loe 3 REINFORCING STEEL SHALL BE'-2" FIRM, UNDISTURBED NATIVE GRADE 60, SOIL OR COMPACTED fy=60,000 PSI. STRUCTURAL FILL CONCRETE MASONRY UNITS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS. MORTAR SHALL BE TYPE'S'. MINIMUM GROUT COMPRESSIVE STRENGTH =2000 PSI fm = 1500PSI. SECTION AT CMU FENCE Description Sheet SECTION AT CMU FENCE Project 17604 39TH DR NE,ARLINGTON,WA 98223 sl nickerson engineering Job No. 19-061 2221 Everett Ave#202 Everett,WA 98201 Date 425.610.4425 06-06-2019 I l 6.67 FT CMU Fence INPUT DATA Stem H= 6.67 (tt) F'c= 2500 (psi) (tor Footing) Stem T= 7.63 (in) Seismic= 15.4 (psf)(Ultimate) Ftg.Th= 12.00 (in) Fy= 6o (ksi) Ftg Width 3.14 (ft) Wind= 37.1 (psf)(Ultimate) Toe= 1.25 (ft) Passive= 200 (pcf) Heel= 1.25 (ft) Soil Brg= 1500 (psf)(Allowable) Hi= 0.00 (ft) Coef F= 0.25 Friction Axial P= o (kips) Soil wt= 125 (pcf) F'm= 1500 (psi) (for Stem) OUTPUT Overturning Moment w/Wind 0.30 (k-ft) Horz Wind Sliding Force 0.15 (kips) Resisting Moment 0.76 Resist.Friction 0.12 - Moment w/Seismic 0.17 Resist.Passive o.o6 - F.O.S.for Wind= 2-55 F.O.S.for Wind= 1.22 F.Q.S.for Seismic= 4.51 FOS for Seismic= 2.51 Soil Pressure= 0.44 (ksf) Resultant is Inside Kern Design Moment in Stem Max% = 0.0134 H= 0.00 (ft) #4 @ 46.o in o.c. Steel%= 0.0011 D= 3.82 (in) #5 @ 71.3 in o.c. Mu= o.82 (k-ft) #6 @ 101.2 in o.c. Req'd As 0.05 (in A2/ft) H= 2.75 (ft) #4 C 135.5 in o.c. Steel%= 0.0004 D= 3.82 (in) #5 @ 210.1 in o.c. Mu= 0.28 (k-ft) #6 @ 298.2 in o.c. RegVAs 0.02 (in A2/ft) Design Moment in Heel D= 9.63 (in) #4 @ 110.2 in o.c. Steel%= 0.0002 Mu= 0.94 (k-ft) #5 @ 170.8 in o.c. Req'dAs 0.02 (in^2/ft) #6@ 242.4ino.c. #7 @ 33o.6 in o.c. Design Moment in Tce D= 8.63 (in) #4 @ 218.4 in o.c. Steel%= 0.0001 Mu= 0.43 (k-ft) #5 @ 338.6 in o.c. Req'dAs 0.01 (in^2/ft) #6 @ 480.5 in O.C. Longitudinal Footing Reinforcement Minimum Steel Requirements.0018 x(6o/Fy)x Area of Footing Regtdred As= o.81 inA2 4.1 #4 bars 2.6 #5 bars Project: Date: 6/3/2019 3i NICKERSON 17604 39th Dr NE Project#: 19-o61 ENGINEER NG Arlington,WA Design: GW Sheet: G2 RESIDENTIAL ZONING 1W VERIFICATION APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 (Please allow 72 hours for review) Project Address: I ��l/ �� l 1 13— I U rC Plat: Owner/Applicant: Address: 7 L +� City: '✓2 / State: Zip Code-q& Phone: t��,—�G��- -��7�/ Email: rZr,� Describe Proposal (include cross street): (_,Eetr k- Tc,( < Pe,Yv_-c_, / ►?��o�K, �rr'r tz G -GI-WWA-1 Please check one: ❑Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W) L) H) Total SF) 2. Allowed Lot Coverage: Total Lot Size SF x 35% = SF 3. Actual Lot Coverage: (SF of all structures') - (lot size) _ 4. Septic Tank? ❑Yes ❑No Private Well on Site? ❑Yes ❑ No If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) Fire Sprinkler System Medical Equipment Lawn Sprinkler System Livestock Drinking Tanks 11 Decorative Pond/Fountain Hot Tub Received J_J Re-circulating Heating System Swimming Pool APR 16 2019 ID Other Applicant Signature: ~ -L-��` Date: ' This square footage should include the footprint area of all structures on the property including:house, garages, sheds,covered patios, and decks permitted by the building code. Rev 0412013 FIN JQ WE .10 ouR Sfiodold - - �1 I i zi -,ar o, M N j C4 i °O Pmerty line 01 .06 W Z o A � M Z � N � o cd a � .4., o to U U v1 RESIDENTIAL MISCELLANEOUS ' PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR INTERIOR ALTERATIONS FENCES, RETAINING WALLS, STORAGE TANKS, PLAYGROUND EQUIPMENT, POOLS, HOT TIERS, ETC. Project Address: b t1' A -13 Project Description:�� P<:e—� \ �A� 6O(,Y1 NAC-e— Valuation: r 'C"� Owner: l e c., ovi Address: J'7 L '�c� —� City: `� State: Ill Zip Code: C � Phone: c�� '`74/7 C� Email: G-��.`��e �5�t� �w►�l Contractor Name: O L,)'V) e/,V-- Address: City: State: Zip Code: Phone: Email: License Number: Expiration Date: I hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. Applicants Signature Date Print Applicants Name Received FOR STAFF USE ONLY S E D 2 'A 20 19 Permit N Accepted By Amount Received Receipt N Date Received RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) Model# AFUE ❑ Heat Pump Model# SEER HSPE ❑ AC Unit Model# SEER ❑' Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ,❑ Storage Tank El Freestanding Stove ❑ Gas Piping Il Other ��✓�t✓� Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: Date: _97�2 19 Print Applicants Name: 6/16LP Page 3 of 3 iJ NOTICE S TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: AM 1'Nl DATE: JOB ADDRESS: I I� ( �� _ ,Z I`-� LOT#: PROJECT: ��- rky1 (_C TYPE OF INSPECTION: �l 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. ❑ 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 ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING O CIVIL BUILDING CITY OF ARLINGTON '9 ' nc NOTICE Y TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY OAPPROVED PERMIT#: �'�'7 (AM/PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: w L,I;e Rim 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. ❑ 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 ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 _ Zf INSPECTOR DATE O PLANNING M CIVIL /BUILDING CITY OF ARLINGTON ' �� CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:17604 39th Dr NE Permit#:2813 Parcel#:00420000003100 Valuation: 1500.00 OWNER APPLICANT CONTRACTOR Name:RYNEARSON SETH VERNON Name:Seth Rynearson Name:Seth Rynearson Address: 17604 39TH DR NE Address:17604 39th Dr NE Address: 17604 39th Drive NE City,State Zip:ARLINGTON,WA 98223-8746 City,State Zip:Arlington City,State Zip:Arlington,WA 98223 Phone: Phone:2067476774 Phone:206-747-6774 LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Mlsc 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. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and c dcd 'y of rlington#3101. (> Signat re Print Name Date Released By Deli CONDITIONS Adhere to approved plans. Inspections required. THIS PERMIT AUTHORIZES 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 10/08/2019 Building Permit Fee $78.30 10/08/2019 Processing/Technology Fee $25.00 10/08/2019 Building Plan Review Fee $50.90 Total Due: $154.20 Total Payment: $0.00 Balance Due: $154.20 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon �I r` NICKERSON j� ENGINEERING Structural Calculations for: Nls'ICE COPY CITY OF ARLINGTON C M U Fence BUILDING DEPARTMENT APPROVED Project Address: DATE BY Go 17604 39t" Dr NE Arlington, WA 98223 NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR IzYAU�� of wAsk�,y At. ti� tq b Structural Engineering by: Nickerson Engineering 2221 Everett Ave, #202 Everett, WA 98201 Design per: 2015 International Building Code w. U, - ._ . .: W ' W.14D cA WA E,�pos�ce1 =fly_' F.- t7A S6. I:r-.W I bE51 :FQQ N1i; t 7 _ .IZ __.. .• — ' . 1 �3�r�` e v,t/CZ�I�! ' PDT_{-v!r�.1—• i• ... L^ wiowobfkj. so,,1 BeaX� ISCEPsf ��0 '. �uIQ Pas c. Oivy...ass =. -.zoo pc4._ � :o�rS (G�) �o�".Forn�:"Ca:: U►:[. I gL'ht_... -- sM - p �Z � �m ' 'Kzt$.I.o (s.l does nck" l�. Oar 'oa o r ZIP— : ' WC 9 v OCcG�1r _. ._ 12��.Q3y Ib,. ��1-o.�o ca�hx��ca'>\c aS d �:n+��_. 63 q.8. b• : Vh 110 �.�-+�d�_• o: aka- a5� r .*p • . -��=;�2:;bC��lk�K�iCd Vz)-� .:�..._ ::: I �_ -_�. �-_},^U�ru'�vrkani.:lt�ri I ;i'e�i�iR6c • �-�--=-- .t'" s i Cut PROJECTO� + '`— — DATE 00" ` PROJ.NO. i_L�LSL_L_ DESIGN GW SHEET 61 �pA►UZ ,�, 0 4 WA.TH e x (1)#4 CONT IN BOND BEAM O AT TOP OF WALL Gr 42016 o L S�DNAl'E 8"CMU FENCE FILL ALL CELLS CONTAINING #4 @ 32"OC VERT REINFORCEMENT AND ALL CENTERED IN WALL CELLS BELOW GRADE w/GROUT - (1)#4 CONT IN BOND BEAM AT MID HEIGHT OF WALL #4 x L @ 32"OC ALTERNATE HOOK °P DIRECTION Z CO w z #4 @ 18"OC AT BOTT (1)#4 CONT IN U g BOND BEAM AT BOTTOM OF WALL OLL /\/\ w o za. s EQUAL EQUAL MINIMUM CONCRETE COMPRESSIVE (3)#4 CONT @ BOTT STRENGTH=2500 PSI. 3'-2" _ REINFORCING STEEL SHALL BE FIRM, UNDISTURBED NATIVE SOIL OR COMPACTED GRADE 60,fy=60,000 PSI. STRUCTURAL FILL CONCRETE MASONRY UNITS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS. MORTAR SHALL BE TYPE'S'. MINIMUM GROUT COMPRESSIVE STRENGTH =2000 PSI Pm= 1500 PSI. SECTION AT CMU FENCE Description Sheet SECTION AT CMU FENCE Project 17604 39TH DR NE,ARLINGTON,WA 98223 Sl nickerson engineering Job No. 19-061 2221 Everett Ave#202 Everett,WA 98201 Date 425.610.4425 06-06-2019 Scale: Y4"=1'-0" • 1 4 � 6.67 FT CMU Fence INPUT DATA Stem H= 6.67 F'c= 2500 psi or Footing Stem T= 7.63 (in) Seismic= 15.4 (psf)(Ultimate) Ftg.Th= 12.00 (in) Fy= 6o (ksi) Ftg Width 3.14 (ft) Wind= 37.1 (psf)(Ultimate) Toe= 1.25 (ft) Passive= 200 (pcf) Heel= 1.25 (ft) Soil Brg= 1500 (psf)(Allowable) Hi= 0.00 (ft) Coef F= 0.25 Friction Axial P= o (kips) Soil wt= 125 (pcf) F'm= 1500 (psi) (for Stem) OUTPUT Overturning Moment w Wind 0.30 (k-it) Horz Wind Sliding Force 0.15 (kips) Resisting Moment 0.76 Resist.Friction 0.12 - Moment w/Seismic 0.17 Resist.Passive o.o6 - F.O.S.for Wind= 2,55 M&for Wind= 1.22 F.O.S.for Seismic= 451 FOS fbr Seism is= 2.51 Soil Pressure= 0.44 (ksf) Resultant is Inside Kern Design Moment in Stem Max% = 0.0134 H = 0.00 (ft) #4 @ 46.o in o.c. Steel%= 0.0011 D = 3.82 (in) #5 @ 71.3 in o.c. Mu= o.82 (k-ft) #6 @ 101.2 in o.c. Req'd As 0.05 (in A2/ft) H= 2.75 (ft) #4 @ 135.5 in o.c. Steel%= 0.0004 D = 3.82 (in) #5 @ 210.1 in o.c. Mu= 0.28 (k-ft) #6 @ 298.2 in o.c. Req'dAs 0.02 (in^2/ft) _Design Moment in Heel D = 9.63 (in) #4 @ 110.2 in O.C. Steel%= 0.0002 Mu= 0.94 (k-ft) #5 @ 170.8 in o.c. Req'd As 0.02 (in A2/ft) #6 @ 242.4 in o.c. #7 @ 330.6 in o.c. Design Moment in Toe D= 8.63 (in) #4 @ 218.4 in o.c. Steel%= 0.0001 Mu= 0.43 (k-ft) #5 @ 338.6 in o.c. Req'd As o.o1 (in A2/ft) #6 @ 480.5 in O.C. Longitudinal Tooting Reinforcement Minimum Steel Requirements.0018 x(6o/Fy)x Area of Footing Required As= o.81 in^2 4.1 #4 bars 2.6 #5 bars Project: Date: 6/3/2019 N1CKEER 0IN 17604 39th Dr NE Project#: 19-o6i ENGINEFRJNG Arlington,WA Design: GW Sheet: G2 I Permit#: 2813 Permit Date: 09/26/19 Permit Type: RESIDENTIAL FENCE Project Name: Rynearson Applicant Name: Seth Rynearson Applicant Address: 17604 39th Dr NE Applicant, City, State, Zip: Arlington Contact: Seth Rynearson Phone: 2067476774 Email: seththemason@gmail.com Scope of Work: CMU fence Valuation: 1500.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: U; Utility ID Code: Permit Issued: 10/25/2019 Permit Expires: 04/22/2020 Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00420000003100 17604 39TH DR NE RYNEARSON 111 Single Family SETH VERNON Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License Seth Rynearson Seth Rynearson 206-747-6774 17604 39th Drive NE Plan Reviews Date Review Type Description Assigned To Review Status 09/26/2019 Misc BUILDING 09/26/2019 Misc Josh Grandlienard Fees Fee Description Notes Amount Building Permit Table 4-1 $78.30 Processing/Technology $25.00 Building Plan Review Table 4-2 $50.90 Total $154.20 Attached Letters Date Letter Description 09/26/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/25/2019 Cash Cash Raelynn Jones $154.20 Outstanding Balance $0.00 Notes Date Note Created By: 09/26/2019 Approved Zoning Verification Permit#2515 for reference Raelynn Jones Uploaded Files Date File Name 09/24/2021 9760945-2813 IC 4.2.2020.pdf 09/24/2021 9760904-2813 IC 3.8.2020.pdf 10/25/2019 5805123-2813 Issued Permit.pdf 10/08/2019 5723201-2813 Submittal Docs.pdf 10/08/2019 5723202-Zoning Verification Application and Site plan.pdf 10/08/2019 5723203-2813 Application.pdf RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551 1 (Please allow 72 hours for review) Project Address: F� IoN' /I�r Plat Owner/Applicant: 0. Address: _ "">� City: rli ✓► State: Zip Code: Phone: Email: ��t��vnt'�t�iGYv►c.rf!y �� Describe Proposal (include cross street): 01 L l r,I�-, � J T►2= Please check one: ❑ Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W) L) H) Total SF) 2. Allowed Lot Coverage: Total Lot Size SF x 35% = SF 3. Actual Lot Coverage: (SF of all structures') - (lot size) _ 4. Septic Tank? ❑Yes ❑No Private Well on Site? ❑Yes ❑ No If so,please provide Snohomish County Health Department approval and indicate on site plan 5. How many trees greater than 12" diameter will be removed? if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) Fire Sprinkler System Medical Equipment Lawn Sprinkler System Livestock Drinking Tanks Decorative Pond/Fountain Hot Tub Re-circulating Heating System Swimming Pool Other Applicant Sig : _ _ Date: nature 1 This square footage should include the footprint area of all structures on the property including:house, garages, sheds, covered patios, and decks permitted by the building code. Rev 04/2013 z H INJQW£ .16 — I Dull 4J3 OJd cn o j o xl of I M I N I 00 I Pro erty line 01 - O cc Z' O A � o, M Z � N � o M J LVCd a� H , o F � UUvl