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Home My WebLink About20220 Old Burn Rd_BLD1535_2026 RESIDENTIAL PERMIT APPLICATION r Department of Community& Economic Development f``rr1 City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: L(1�l� (�� c '>y i�a'} Plat: l Single-family ❑ Duplex [JI Townhouse ❑ Addition D1 Accessory structure Proposed Area: 1s' Floor: _ 2"d Floor: Garage: Total SF: I L Describe Proposal (include cross street): NF-k CAAJUI� �Ow" �2 Ar47M I,J XIS�,N� l �Cit� i2c ComF14V�1P %�i cNr�ly AP Valuation ' Owner: �aC�1IrJ Address: ?027 y a%) a IJ �� City: A410 C,"Pk) state: Zip Code: Phone: Z CS�--- J — Z��2 Email: (Am A")"d AwOtd 861l A IL, (!� Applicant: MS 061 t4y Address: City: State: Zip Code: Phone: Email: Contractor: Address: City: State: Zip Code: Phone: Email: Contact Person: License Number: Expiration: 6/16LP Page 1 of 3 �Yp RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development �rj+lIN City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) ❑1 Bath/Shower Combo (4.0) x Sink (1.5) x ❑; Shower(2.0) x Lavatory (1.0) x Q Clothes Washer(4.0) x Q; Water Closet(2.5) x I 0l Dishwasher(1.5) x ❑ Water Heater x ❑ Hose Bibb (2.5) x Water Heater Model# CII Other(list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 '` °�' RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development INGCO2 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: Di Furnace(80+) Model# AFUE ❑ Heat Pump Model# SEER HSPE 01 AC Unit Model# SEER ❑ Type ll Hood 01 Commercial Cooking Appliance ❑ Hydronic Piping 01 Boiler Q Solid-Fuel Appliance ❑ PV System 01 Fireplace Insert 01 Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information RC WCAT/ 5_771LJ6 Not Applicable: ❑ , / oor 7-o A+j 0m eg A c-A Pipe a Material: 1 ''� Siz p _ e:_Total BTUs of all Appliances: Pi 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: 4 r 21 I/ Print Applicants Name: 6/16LP Page 3 of 3 . r I i CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT _ Address:20220 Old Burn Road Permit#:1535 Parcel#:3 105 1400 102000 Valuation:19500.00 OWNER APPLICANT CONTRACTOR Name:ELLIOTT DONNA L/ELLIOTT SHAWN Name:Shawn Elliott Name:Shawn Elliott L Address:20220 OLD BURN RD Address:20220 Old Burn Road Address:20220 Old Burn Road City,State Zip:ARLINGTON,WA 98223-5904 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:206-817-2576 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: Residential Alteration CODE YEAR: 2015 STORIES: 2 CONST.TYPE: DWELLING UNITS: 1 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 NOTI .E:Sales tax relating to construction and construction materials in the C' o rfington must be reported on your sales tax return form a e itv r ngton#3101. J - Si na um Print Name Dat Rel sed By Date CONDITIONS See red lined drawings. 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 7/6/2017 Building Permit Fee $453.73 7/6/2017 Building Plan Review Fee $294.92 7/6/2017 Mechanical Fee(Enter Fixture Fee) $25.00 7/6/2017 Plumbing Permit Base Fee $25.00 7/6/2017 Plumbing Permit Fee(Enter Fixture Fee) $24.00 7/6/2017 Processing/Technology Fee $25.00 7/6/2017 State Building Code Surcharge Fee $4.50 Total Due: $852.15 Total Payment: $0.00 Balance Due: $852.15 CALL FOR INSPECTIONS z�Zz� o1b Ego 4p4%_s, -- 'SM WO} - 206- 317-z�>`?� DECK L X fn CATFQO,Z WALIs(q ARA 4f> lal PVsTA/ti C, 2AG� S�cJcT Z x I )nJ'rtE l o e L viZ�� Z x o re&2 50�'7- „�xrFttl h2' 2X b WPrLL- GF v D i NING ROOD I � I _. •., � �X to Wo�a'Fk FuuR sof SFt-F cLxlNq }' 41 A RAC,C `RI�GF �-oo f 1 o t A,) r,luow• e LAOND K I Tc H E N --- - 1,i \ �� ilL<3tAANT I Su�r�racK . i I r r Receivec 2��c k�- G I s ►�-�ozs� c;i�cZP�� JUN 3 0 201' CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON,WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:20220 Old Burn Road Permit#:1535 Parcel#:31051400102000 Valuation: 19500.00 OWNER APPLICANT CONTRACTOR Name:ELLIOTT DONNA L/ELLIOTT SHAWN Name:Shawn Elliott Name:Shawn Elliott L Address:20220 OLD BURN RD Address:20220 Old Bum Road Address:20220 Old Burn Road City,State Zip:ARLINGTON,WA 98223-5904 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:206-817-2576 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: Residential Alteration CODE YEAR: 2015 STORIES: 2 CONST.TYPE: DWELLING UNITS: I OCC GROUP: BUILDINGS: OCC LOAD: PERK M 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. IBC I10/IRC 110. SALE'TAX NOTI . :Sales tax relating to construction and construction materials in the CAI o rain i must be reported on your sales tax return form a ed i r ngton#3101. l/ Si na ure Print Name Datfi Rol aced By Date CONDITIONS See red lined drawings. 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 7/6/2017 Building Permit Fee $453.73 7/6/2017 Building Plan Review Fee $294.92 7/6/2017 Mechanical Fee(Enter Fixture Fee) $25.00 7/6/2017 Plumbing Permit Base Fee $25.00 7/6/2017 Plumbing Permit Fee(Enter Fixture Fee) $24.00 7/6/2017 Processing/Technology Fee $25.00 7/6/2017 State Building Code Surcharge Fee $4.50 Total Due: $852.15 Total Payment: $0.00 Balance Due: $852.15 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 Information Date 7/5/2017 Permit Number 1535 Project Name Elliott Applicant Name Shawn Elliott Applicant Address 20220 Old Burn Road City,State,Zip Arlington,WA 98223 Contact Shawn Elliott Phone 206-817-2576 Email camayshawn@hotmail.com Permit Type Residential Alteration Site Address 20220 Old Burn Road Valuation 19500.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Add a Mud Room,Bath and Laundry to previous Garage Space Assigned To Kristin Foster Property Information Owner Information Parcel#:31051400102000 ELLIOTT DONNA L/ELLIOTT SHAWN L ELLIOTT DONNA L/ELLIOTT SHAWN L 20220 OLD BURN RD 20220 OLD BURN RD ARLINGTON,WA 98223-5904 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Shawn Elliott IShawn Elliott 1(.amayshawn@hotmail.com OWNER Review Date I Type Description I Target Date I Completed Date I Assigned To Status 7/5/2017 IlResidential Renovation 7/12/2017 lRick Karns Iln Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $453.7 Building Plan Review Fee 345.83.00.0 $294.92 Mechanical Fee(Enter Fixture Fee 322.10,00 00 $25.0 Plumbin Permit Base Fe 322.10.00.0 $25.0 Plumbin Permit Fee Enter Fixture Fee) 322,10,00.0 2 $12 $24.0 Processin /Technolo Fe 341.43.00 02 $25.0 State BuildingCode Surcharge Fe 386.00.01.0 $4.5Q Total $852.1 Uploaded Files Upload File Date File Uploaded B 7/5/2017 12 00:11 PM 1535 Plans.pdf Foster, Kristin x 7/5/2017 12:00 10 PM 1535 Aoplication.pdf Foster, Kristin x RESIDENTIAL PERMIT APPLICATION oDepartment 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 A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. '� Project Address: L�Z�d (�L� ��J '�} �Ci��'1� Plat: 11 Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 11 Floor: �� 2"d Floor: Garage: Total SF: I 1 L Describe Proposal (include cross street): L>ik ALL I �.tUuaR� M& lam-d" yt kxlswjy 4pVA6C e�1 i2 c N,O I CA RR t2 ' { r i cN w 6 R 0'� Valuation ( szyV Owner: >uAj 11c7 Address: 202?0 i,. U►J j� City: Avoo State: _ Zip Code: %I Z3 Phone: 20 1 Email C 1bMAV5�lAc,0L A"J AILS (!1r01 Applicant: � c� �tS f��t4K Address: City: State: Zip Code: Phone: Email: Contractor: Address: City: State: Zip Code: Phone: Email: Contact Person: License Number: Expiration: 6/16LP V:lip ��ge 1 of 3 l RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development �l t0 City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 ING Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x Cl; Sink(1.5) x ❑ Shower(2.0) x ❑ Lavatory(1.0) x 1 01 Clothes Washer(4.0) x ❑1 Water Closet(2.5) x Q Dishwasher(1.5) x 0! Water Heater x ❑ Hose Bibb (2.5) x Water Heater Model# ❑; Other(list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 " RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development 'ALIN 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 F�: Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove 1:1° Gas Piping ❑ Other Gas Piping Information R A-T/OeA e 5'77it4 Not Applicable: ❑ / C 7-6 A+j ON U- M- Pipe Material: ) �; T j Pipe Size: A Total BTU's of all Appliances: 5�)I l.� i r I Distance from Meter to Furthest Appliance: �d - ��Q`Q � • 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: 4 Date: G r �1 _/ Print Applicants Name: Hk t1/1A_ 6/16LP Page 3 of 3 ., - .�,, � , i. . 2u 2:20 'DUO 'T>JUJ Project: Roof Beams , /fr yDan Parrent page Location:CT1 ��Li sr��Ac l\ Perco Engineering, PC / Collar Tie 9920-271st St NW or [2015 International Building Code(2015 NDS)] Stanwood,Wa 98292 1.5 IN x 9 25 IN x 14.0 FT(12+2)@ 24 O.C. #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.4 6/19/2017 11:26:26 AM 1.5 x 7.25 Solid Sawn Lumber with minimum Ft=575 Section Adequate By:30.5% Controlling Factor: Deflection DEFLECTIONS Center Right MATERIAL PROPERTIES Live Load 0.27 IN U634 -0.15 IN 2U376 Dead Load 0.16 in -0.09 in Base Values Adiusted Total Load 0.44 IN U396 -0.25 IN 21J234 Bending Stress: Fb= 900 psi Fb'= 1309 psi Live Load Deflection Criteria:U240 Total Load Deflection Criteria: L/180 Cd=1.15 CF=1.10 Cr-1.15 RAFTER REACTIONS Shear Stress: Fv= 180 psi Fv'= 207 psi LOADS REACTIONS Cd=1.15 Lower Live Load @ A&B 421 plf 841 lb Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Lower Dead Load @ A&B 253 plf 505 lb Comp.-L to Grain: Fc- = 625 psi Fc--L = 625 psi Lower Total Load @ A&B 673 plf 1346 lb Controlling Moment: 1695 ft-lb Collar Tie Tension 856 lb g 5.883 Ft from left support of span 2(Center Span) RAFTER SUPPORT DATA Created by combining all dead loads and live loads on span(s)2 B Controlling Shear: -445 lb Bearing Length 1.44 in At a distance d from right support of span 2(Center Span) RAFTER DATA Interinr Eave Created by combining all dead loads and live loads on span(s)2,3 Span Length 12 ft 2 ft Comparisons with required sections: Read Provided Unbraced Length-Bottom 14.42 ft 0 ft Section Modulus: 15.53 in3 21.39 in3 Rafter Pitch 8 :12 Area(Shear): 3.23 in2 13.88 in2 Collar Tie Location 8 ft Moment of Inertia(deflection): 75.82 in4 98.93 in4 Roof Duration Factor 1.15 Moment: 1695 ft-lb 2334 ft-lb Peak Notch Depth 0.00 Shear: -445 lb 1915 lb Base Notch Depth 0.00 RAFTER LOADING COLLAR TIE DESIGN Uniform Floor Loading 1.5 x 7.25 Solid Sawn Lumber with minimum Ft=575 Roof Live Load: LL= 25 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Tension Parallel to Grain Ft= 575 psi Ft'= 992 psi Slope Adjusted Spans And Loads Cd=1.15 Cf=o.00 Interior Span: L-adj= 14.42 ft Collar Tie Location 8 ft Eave Span: L-Eave-adj= 2.4 ft Collar Tie Tension 856 lb Rafter Live Load: wL-adj= 35 plf Collar Tie Capacity 10787 lb Eave Live Load: wL-Eave-adj= 35 plf Nailing Required @ Both Ends Rafter Dead Load: wD-adj= 25 plf 16d Common 6 Nails Rafter Total Load: wT-adj= 60 plf 16d Sinker 7 Nails Eave Total Load: wT-Eave-adj= 60 plf 16d Box 8 Nails DIAGRAM i 8ft As, v I OF ARLINGTON �t BU LDING DEPARTMENT \ 0,11- PPRQVEQ ATE 24-4 ft - - NO CHANGES AUTHORIZED ��c� C I CC 'L i APPROVED BY THE r, N TE B ;40TDT41JfiA qO YTID T*GMTAA93 �?btlOJllfe Ca VOFMA -swommys nn DECK F M() i2 cS�M r C P�1 N��)12- MR�I XLL ' l� (%i(�IST/r�ti �i�2AG� �7�Ec1cT�s LXb E7iTF80R WhLIS(gARA4F� ZXLI )A)-ra)K VAS C c)1:7 K)TC e-t,,\ 1�1o5TURE P S157F�JSSNE�(�JCK ZX/J rw;o Sy f' 4F I WALL Q11 D I N I N G Roots 51 ? -- _, � rW� S�..F cLoSrrJcj 01 _ A9A61 C I CITY OF ARLIN ,%6N BUILDING DEPARTMtNT7 APPROVED DAB` 7NOCIIANM OR 1`�- I - _ tjlqt— APPRC►'�ED BY�MiE j BUILDING INSPEC R r1,n�ova,' �F LAOND � K IT4H EN Ats,s+BNr ' Sx��ork i � I I}�C�r�`n < war,>a - — - - _ Q }JSL 4z 1 In r _ OE ,10E COPY IVE-0 -S� Received JUN 30 2017 #71 page Project: Roof Beams _ 'I-- 4 Dan Parrent Location:Ceiling Joist FLB2 Perco Engineering,PC Uniformly Loaded Floor Beam 9920-271st St NW or [2015 International Building Code(2015 NDS)] 1 _; .' - Stanwood,Wa 98292 1.5 IN x 7.25 IN x 24.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.4 6/19/2017 11:31:19 AM Section Adequate By:419.8% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN Ulnfinity Dead Load 0.23 in Total Load 0.23 IN L/1247 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: U240 REACTIONS A_ B Live Load 0 lb 0 lb Dead Load 28 lb 28 Ib Total Load 28 lb 28 lb Bearing Length 0.03 in 0.03 in BEAM DATA Cen er Span Length 24 ft Unbraced Length-Top 0 ft 24 ft Floor Duration Factor 1.00 A B Notch Depth 000 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch Side 1 Side 2 Base Values Ad ust 7 Floor Live Load FLL= 0 psf 0 psf C Bending Stress = 900 psi Fb'= 9 1 2 psi Floor Dead Load FDL= 0 psf 0 psf Shear Stress: Fv= 80 d=0.90 C80 20 psi Fv' 162 psi Floor Tributary Width FTW= 0 ft 0 ft = Cd=0.90 Wall Load WALL= 0 pif Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-LtoGrain: Fc-1= 625 psi Fc--L = 625 psi BEAM LOADING Beam Total Live Load: wL= 0 plf Controlling Moment: 170 ft-lb Beam Total Dead Load: wD= 0 plf 12.0 ft from left support Beam Self Weight: BSW= 2 plf Created by dead loads only on all span(s). Total Maximum Load: wT= 2 plf Controlling Shear: -27 lb At a distance d from support. Created by dead loads only on all span(s). Comparisons with required sections: Read Provided Section Modulus: 2 1 in3 13.14 in3 Area(Shear): 0.25 in2 10.88 in2 Moment of Inertia(deflection): 9.16 in4 47.63 in4 Moment: 170 ft-lb 1064 ft-lb Shear: -27lb 1175lb NOTES With dead load only, _ �? Gypsum=2.5psf Q� Askjy Insulation=0.5 psf 30764 �4�) Ss�O N AL i �� i i �, Permit#: 1535 Permit Date: 07/05/17 Permit Type: RESIDENTIAL ALTERATION Project Name: Elliott Applicant Name: Shawn Elliott Applicant Address: 20220 Old Burn Road Applicant, City, State, Zip: Arlington,WA 98223 Contact: Shawn Elliott Phone: 206-817-2576 Email: camayshawn@hotmail.com Scope of Work: Add a Mud Room, Bath and Laundry to previous Garage Space Valuation: 19500.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 07/07/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ELLIOTT DONNA L 31051400102000 20220 OLD BURN RD /ELLIOTT SHAWN Residence Single Family sidence-Detached L Contractors Contractor Primary Contact Phone Address Contractor Type License License Shawn Elliott Shawn Elliott 20220 Old Burn OWNER Road Plan Reviews Date Review Type Description Assigned To Review Status 07/05/2017 RESIDENTIAL approved with red lines z.Rick Karns ALTERATION Fees Fee Description Notes Amount Building Permit Table 4-1 $453.73 Building Plan Review Table 4-2 $294.92 Mechanical Fee(Enter Fixture Fee) $25.00 Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit 2 @$12 $24.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $852.15 Attached Letters Date Letter Description 07/06/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 07/07/2017 Shawn Elliott Check#1256 Kristin Foster $852.15 Outstanding Balance $0.00 Uploaded Files Date File Name 07/07/2017 2430251-1535 Issued Permit.pdf 07/05/2017 2421786-1535 Plans.pdf 07/05/2017 2421785-1535 Application.pdf