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3414 188th St Ne_BLD3641_2026
CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3641 3414 188TH ST NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00946600000100 Valuation: 98944.00 OWNER APPLICANT CONTRACTOR BURNS JASON&KAMRYN Kamryn&Jason Burns Skagit Design Homes 3414 188TH ST NE 3414 188th St NE PO Box 2407 ARLINGTON,WA 98223 Arlington,WA 98223 Mount Vernon,WA 98273 425-315-2502 360-757-7773 LIC:skagid*93317 EXP:06/27/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Assessory Dwelling Unit CODE YEAR: 2015 STORIES: CONST. TYPE: VB DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. 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 l0/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 coded City of Arlington#3101. 2 Signature Print Name Date Released By l5ate CONDITIONS Adhere to approved plans. Call for pections.Any additions should be consistent vv_ . the architectural character of the home. Materials,roof forms,and window proportions should match that of the existing building.Adding an ADU will increase the monthly utility bill by 1 ESU(Stormwater), 1 AUF(Ambulance Fee),& 1 SFR(Single Family Residential)for sewer. Water will increase by the consumption usage. 1.A side sewer repair/alteration permit will be required 2. Existing Side Sewer As-built drawing attached for your reference 3.For pipe sizing,materials,and configuration requirements contact the Wastewater Department at 360-403-3508 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.)Xxlli L DPf)TTIPF CFPAR ATE PERMISSION.PERNIIT FEES Date Description Fee Amount 02/10/2021 Mechanical Base $25.00 02/10/2021 Plumbing Base $25.00 02/10/2021 State Building Code Surcharge Fee $6.50 02/10/2021 Building Permit Fee $1,486.54 02/10/2021 Building Plan Review Fee $966.25 02/10/2021 Range Hood $15.00 02/10/2021 Processing/Technology Fee $25.00 02/10/2021 Bath/Shower or Shower Only $30.00 02/10/2021 Lavatory $30.00 02/10/2021 Sinks/Toilets/Urinals/Disposal $15.00 Total Due: $2,624.29 Total Payment: $2,624.29 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon _ CITYOF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT Permit#:3641 3414 188TH ST NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#:00946600000100 Valuation:98944.00 OWNER APPLICANT CONTRACTOR BURNS JASON&KAMRYN Kamryn&Jason Bums Skagit Design Homes 3414 188TH ST NE 3414 188th St NE PO Box 2407 ARLINGTON,WA 98223 Arlington,WA 98223 Mount Vernon,WA 98273 425-315-2502 360-757-7773 L[C:skagidk93317 EXP:06/27/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Assessory Dwelling Unit CODE YEAR: 2015 STORIES: CONST.TYPE: VB DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. 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 coded City of Arlington#3101. M Sign tur PrintiName I 134ke Released By I ate CONDITIONS f Adhere to approved plans.Call for inspections.Any additions should be consistent with the architectural character of the home. Materials,roof forms,and window proportions should match that of the existing building.Adding an ADU will increase the monthly utility bill by I ESU(Stormwater), 1 AUF(Ambulance Fee),& I SFR(Single Family Residential)for sewer.Water will increase by the consumption usage, 1.A side sewer repair/alteration permit will be required 2.Existing Side Sewer As-built drawing attached for your reference 3.For pipe sizing,materials,and configuration requirements contact the Wastewater Department t 360-403-3508 THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS ERMIT 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 - 02/10/2021 Mechanical Base Fee Amount 02/10/2021 Plumbing Base $25.00 02/10/2021 Slate Building Corm Surcharge Fee $25.00 02/10/2021 Building Permit Fen $6.50 02/10/2021 Building Plan Review Fee $1,486.54 02/10/2021 Range Hood $966.25 02/10/2021 Processingffechnology Fee $15.00 02/10/2021 Bath/Shower or Shower Only $25.00 02/10/2021 Lavatory $30.00 02/10/2021 Sinksffoilets/Urinals/Disposal $30.00 $15.00 Total Due: $2,624.29 Total Payment: $2,624.29 Balance Due: $0.00 _ CALL FOR INSPECTIONS m Call by 3:30 p for next day inspection,allow 48 hours for Fire Inspections 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 I Permit#: 3641 Permit Date: 12/31/20 Project Name: Burns Company/Applicant Name: Kamryn& Jason Burns Company/Applicant Address: 3414 188th St NE City, State, Zip: Arlington, WA 98223 Contact: Kamryn& Jason Burns Phone: 425-315-2502 Email: kburns98258@live.com Permit Type: Assessory Dwelling Unit Valuation: 140000.00 Square Feet: 800 Number of Stories: 1 Type of Construction: VB Occupancy Type: R-3; Residential Scope of Work: Accessory Dwelling Unit MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: IN PROCESS Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning BURNS JASON& 111 Single Family 00946600000100 3414 188TH ST NE KAMRYN Residence- Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License# Skagit Design Homes James Eidson 360-757-7773 PO Box 2407 CONTRACTOR Labor and skagid*93317 Industries Plan Reviews Date Review Type Description Assigned To Review Status 12/31/2020 Residential Accessory Building In Review Structure i• I I f 1.2, 1/2020 Residential Accessory Josh Grandlienard In Review Structure 12/31/2020 Residential Accessory Nova Heaton In Review Structure Notes Date Note Created By: 12/31/2020 Plans are on Kevin's desk. Kristin Foster Uploaded Files Date File Name 12/31/2020 7912888-3641 Application.pciP RESIDENTIAL PERMIT APPLICATION r Department of Community& Economic Development City of Arlington • 1E204 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: �>,_ 1 L $A%� $_I �,)n Plat: 14 rze ze El Single-family ❑ Duplex ❑ Townhouse TA Addition ❑ Accessory structure n pL� Proposed Area: ls' Floor: { 2"d Floor: Garage: Total SF: Soo-C,- Describe Proposal (include cross street): 1IJ 11 1 1 /14 se Valuation: "S�\40,D DO . Owner: Ct}��n �GW��n I )Urns Address: '-'-)LI l y �hST. N' City: - l r'-, Vora State: Zip Code: c($ 3 Phone: LIS - 315- 5 O`� Email: Applicant: on Address: -2)LI( L City: i n State: Zip Code: Phone: 2�- ( -SS' -S 5 Email: konfn►ec.�ler�n��k2�k Contractor: `-��,G�i Address: e.0. P-�C)74_ �LJQ-7 City: State:WA Zip Code:Cc% Phone: 36(7 -7 2 Email: Contact Person: 0) `OnaQ/) oV\o4 t License Number: Expiration: a7 G 33 L,7 6/16LP � I Page 1 of 3 `%V4. RESOENTIAL PERMIT APPLICATION Department of Community& Economic Development 'Y 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) [� Bath/Shower Combo (4.0) x Sink (1.5) x Shower (2.0) x Lavatory (1.0) x i ❑ Clothes Washer (4.0) x ❑ Water Closet (2.5) x Dishwasher (1.5) x `` ❑ Water Heater x ❑ Hose Bibb (2.5) x Water Heater Model# ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: of {. 1 Proposed DWV Material: r T Vfu Proposed Piping Material:p p g � � � Proposed DWV Size: ?j • 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 � .. ♦ ♦: '�j'. G1 Y RE&DENTIAL PERMIT APPLICATION Department of Community& Economic Development 'rPl1N��0 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# [,, , (, L R A SEER ,r, HSPE AC Unit Model# SEER Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping Boiler Solid-Fuel Appliance ❑ PV System Cl Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank El Freestanding Stove ❑ Gas Piping Other Groh An,P hrpcAk,Rr 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: —.2 2 - Print Applicants Name: rr. n ra alpsxt, �0-s0 . 6/16LP Page 3 of 3 e Sheet 1 of I j Structural Calculations for Anderson - Single Family Residence 3414 188th Street NE Arlington, WA Prepared by: Johnson Structural Engineering, Inc. Larry P. Johnson, PE 152 West Short Street � P `y ti Bozeman, MT 59715 �?P�0� ,A�y�ti Ph 406-585-2939 w 4 o �p ,p 27419 '�ccs'G/STEREO���•� S7�NkL 04�' Received DECI 8 2020 DESIGN DATA Anderson Single Family Residence INFORMATION SMUT 3414 188MBUtdEM.. . JN 20-020_PJ I COPYOFFCE >� I . � �' ;. Arlington,WA DATE 1 SWM23of c PREPARED BY Larry P. Johnson, PE REFERENCES IBCIIRC 2015 ASCE 7 2010 Allowable Stress Design -Basic Load Combinations Used: For Soils Loadings Allowable Design For Concrete Design Strength Design, Factored Loads DEAD LOADS. Roof 15 psf LIVE LOADS Roof 20 psf Floor 12 psf Floor 40 psf Int.Walls 10 psf Deck 60 psf Ext.Walls 12 psf SNOW: Pg 25 Psf Ce 1.0 Ct 1.0 1 1.0 Pf min=20 1 20 Psf pf=0.7 Pg Ce Ct 1 25.0 Psf WIND Basic Wind Speed 110 MPH Exposure Category B Enclosed Structure , Structure Category II Importance Factor 1.00 Internal Pressure Coeff, NIA SEISMIC Structure Category _ II Importance Factor 1.00 Seismic Use Group 11 Site Soil Profile D V if unknown Seismic Design Category D1 Basic Seismic System Wood Framed Shear Wall Analysis Procedure Equivalent Lateral Force Procedure,.A$CE.7, Chap 9.5:5 SOILS Soils. Bearing Capacity, per Table 1806.2... 1,500 psf. Responsibility of Contractor and/or CONCRETE Fc.= 3,000.psi. Owner to verify soil condition suitable to,support foundation..: REBAR Grade 40, 40 ksi;#3 bar Grade.60,.60.ksi, all others Struct Work Sheet COVER IBC LPJ i DESIGN DATA Anderson - Single Family Residence Sheet 3 of INFORMATION SHEET 3414 188th Street NE JN 20-020 DATE 12/7/2020 TABLE OF CONTENTS DESIGN DATA SHEET 2 TABLE OF CONTENTS SHEET 3 A. VERTICAL ANALYSIS : SHEET 4 -7 B. LATERAL ANALYSIS SHEET 8 - 13 Struct Work Sheet COVER IBC LPJ Johnson Structural Engineering, Inc. Project: wAy 152 W. Short St. Job No.: 1 Bozeman,MT 59715 Date: (406) 585-2939 phone larry@johnsonengineer.com Sheet No.: Is tvA 4.5 _ L,W1 Ft it I I _F___._ _�---. -- I r— _ �.3 - 4 ` I MIN %r n1 ■ rn, MCMOCK KLr'ume - • •'—_-- Level,Wall: Header- 1-11 1 piece(s)4 x 8 Douglas Fir-Larch No.2. - Overall Length:S'6" 1 0 ; Sr'6" 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. System;Wall Member Type;Header Member:Reaction Ibs) : 668 @ D - Rg 1.50") Passed(20%) — 1.0 D+110 S(All Spans) eullding use:Residential Shear(Ibs) 491 @ 8 3/4" 3502 Passed(14%) 1.15 1.0 D+L6 S(AII Spans) Building code:IBC 2018 Moment(Ft lbs) 919 @.2'9" 3438 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.016 @ 2'9" 0.183 Passed(L/999 t-) — 1.6 D+1.0 S(All Spans) Total Load Defl. in 0.028 @ 2'9" 0.275 Passed(L/999+) — 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(1./360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability fader. •Applicable calculations are based on NDS. 1-Trimmer-SPF 1.50" 1150" 1.50" 290 378 668 None 2-Trimmer-SPF 1.SD" 1.50" 1.50" 290 376 668 None FFZ ITop Edge(Lu)ttom Edge(Lu) 5'6"o/c •Maximum allowable bracing Intervals based on applied load. 0-Self Weight(PLF) O to 5'6" N/A 6.4 1-Uniform(P5t) 0 to 5'6" 6' 18.0 ].5.0 Roof snow load Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other won—antics related to the software.Use of this software Is not Intended to circumvent the need fora design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project Accessories(Rlm Board,Blocking panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuuser facilities are third party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICGES under evaluation reports ESR•1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For,current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyefteuser,com/woodprGducts/document-library. The product application,Input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWE3 Software operator Job Notes 12/7/2020 8:37:14 PM UTC' Larry Johnson ForteWEF3 v3.1,Engine:V8.1.5.1, Data:V8.0.1.0 Johnson Structural Engineering,Inc. (4D6)585-2939 mF. Weyerhaeuser File Nat ne: Anderson 20-020 larryWohnsonenglneer:yo o no i I I inil iI k■■ a aw MCMUCK Kerumi - Level,Roof: Drop Beam-RBI 1 piece(s)4 x 8 Douglas Fir-Larch No.2 Overall,Length.4'6" + 0 "OMM 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. System:Roof Member Type:Drop Beam Member Reaction(Ibs) 353 @ 2:' 7656(3.50") Passed(5%) — 1.O D+1:0 S(WI Spans} Bullding Use:Residential Shear(Ibs) 213 @ 10 3/4" 3502 Passed 6%) '1.15 1.0 D+LO S All Spans) Building Code:IBC 2018 Moment(Ft Ibs) ` 341 @ 2'3" 3438 Passed 10% 1.15 1.0 D+1.0 S WI S ns Design Methodology:ASO Live Load Defl.(in) 0.003 @ 2'3" 0.208 Passed L/999+}, — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Deft. in 0.006 @ 2'3" 0.278 Passed L/999+) — 1.0 D+1.0 S(All$ nS • Deflection criteria:LL(L/240)and TL(L/180), •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. r 1-Column-SPF 3.50 3.50" 1 1.50" 156 197 353 lEflocking 2-Column-SPF 3.50'' 3.50" 1.50" 156 197 353 frocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. i. Top Edge(Lu) 4'6"o/c Bottom Edge(Lu) 4'6"o/c -Maximum allowable bracing Intervals based on applied load. 0-Self Weight(PLF) Q to 4'6" N/A 6.4 1-Uniform(PSG 0 to 4'6"(Top) 3'6" 18.0 25.0 Roof snow load r� a . Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values,Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this talculation Is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser fadlidcs are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation detalls refer to wwvi.weyethaeuser.com/woodproducts/document-library. The product application,Input design toads,dimensions and support Information have been provided by ForteWEB Software Operator ForteWEo Software Operator Job Notes 12/7/2020 8:40:02 PMATC Larry Johnson ForteWEB 0.1,.Englne:V8.1.5.1,Data:V8.0.1.0., Johnson Structural Engineering,Inc. (406)585-2939 Weyerhaeuser File Name: Anderson 20-020 larry0johnsonengineer,com Danc 1 / 1 SPECIFIED FLOOR LOADS:40 PSF LIVE LOAD,IS PSr DEAD LOAD 77 TO USE: 1. Select the appropriate table based on the floor system construction. 2. Select the Simple Span or Contlnuous Span section of the table,as required, Simple(single) Continuous(multiple) 3. Find a span that meets or exceeds the required clear span, Span Application Span Application 4, Read the corresponding joist series,depth and spacing. CAUTION:For floor systems that require both simple span and continuous span Joists, -" It Is a good idea to check both before selecting a joist.Some conditions are controlled San pan Span Span by continuous span rather than simple span. 1 P 23/32"OSS SHEATHING NAILED ONLY r s•t/2" ta'-4" 13'4" 12'-9" 1Y-2" 15'-6" 14-6•. :13'-10" 13'-2" 14'-8"-' 13'-9 13'-2" il'-6• 1 IV-IV I W-111 1 W-31 LPI 18 14" 1T-9" 16'-6" 1S'-10" ls'-o" 19'-6` 1T-W 2" W-4" 1040 17'-0" 15'-3" 15'6". xd'-;* 18'•7" .1T-8` ti'-ta" 1i" 20'-7" 18'-f0' 1T-0• 1T-0" 22'-10"' 20'-10" 19'-9" 18'-7" 21.3' '-6" 18'-S" TP-S' 23'-T 21'-6" 20'-6" 19'-3' 11.7/8' 1T-8" 16'-S" J5'-!t" 15'•0` 19'-5" 1T=t0" 1T-1" 18-3 18W" 1Tr'-10" 16'-1' t5'-4" 20'0" 18' LPI 32PIus W;.S" 18'-4" 1T-5" 23'-8' 21'-7' 20'-S" W-2" I ZT-W 20'V 19'-0" 17-11" 1 ZV--V -22' 14" 20'-3" 16'-6" 17'-7" 16'-9' 221-6" 20'-C 19'-S° 18'-3' 20'-10" M19=1" Jill 17-2" 1 23'-V 21'-P 9-1/Z" TT-0' tS,-tD" 115'•2" 141-S" 16'7' iT-3" IV-6" 1S'-8" 17-4" 16'-2" 15'b" 14'-9" 19-1" 1T-7• 16-10 16'-0" LPI 42PIurt 14" 21'-9" 19!-10" 18'-9"' 1T-d' 24'-2' 22"-1" -2C-10'I 17-7" 1 n-4 20'S' 19'-3" ]8'-t" 24'-9' 22'-8' 21'-S" 20'-2" 11-7 8" 20'-2" 1 18'-S" .1T-T I'16'-9" '22'-4" 20'-S" 19.4" Illi 20'-7 16=10" 1T-11" tT-0". 2Y-10' IO-11' 19'-10 18'7' 24'-6" 22-4"' 21'-2" 1V-10" 27-1- 24"0' 'k3'-S 23'-0" 26!e0' 22'11 21'-8' 20'-4" 271-9' 7514- 22'-11" 2V-11" 19'-9' 18'-6" Z5'-S' 2)'-3" 2Zl_O 20'-7' 23'-6" 211-5" 20'-3- 19'-0` 26'-D' 23-10" 23/32"OSB SHEATHING GLUED 6 NAILED 14'-4' 13�,r 1T-7" 1C-7" IS'-r 13'T LPI 18 19'-7"- 16'-3' 1T-T 1 16'=10" 21'•8" 2U'•2`' ' 1T-4" 2N-4" 19140" 18'-21 17-S' 2Y-T 21'-0" 19'=T 1T-4" /8" Jill 17'=4" 16W 16'-1* 20'-S" 18'•0" W7S' 19'4" 1T-t0' 1T•3" 16-6 21'-2` 19'•9" 18 10" 17'-7" 16" 22'-S" 20.'-10"'. !9':10" Ir-/00 24'-10• 23'-0" 21-11 20'-3" 29B'-" ZT-T 20'-8' 19'-7" 2S'-9• 23-it" 22'•10" 20'-3" -2" 1T-10' 171-2" 16'•i" 2V-2! t9'•8". 16'-" 17=10" 19aJ" Ill 171-7" .10-111" 21-10"' 20'-4' 19'-S• 18'-S" LLPI 32PIus ; 16" Z3'-1"' 2P-S" 2lY-5" 19'-4' 25'-6'• 23'-8' 22'-7"' 20'-3" 1 2 -10*-1 22'-Z" 21'-2' 19'-8" 26'=5" 14" 21'-1D" 2D'•3" 19'-4' 18'-4" 24'-2" 22'-5" 2P-4" 18'•8".. ZI'-G' 20'-11" t9'•ti` !8'-11" 24'-11" 23'-1" 22'-1" 19'-8" -9//2" 181-V fl'-O' 16'-4" 1V-8" 19-All' t8'-6"- 17'-il 17t'-0" '18'-6' 1 17T•4" - 16'-8" 16'-0" 20'•5" 19'-0" r. LPt 42PIus 14" 23'-2" 21'-5" ZO'•9' 79'-4" 254"' 23'-8" 22'-T' -21'-5"' .29--" '22'-0" 21'-0" 19-10` I6'-4" S• 11-7/8" 21''S" i9'-00' 18'10` 1T-11" 23'-8' 21' 20-101 130.10• 21'-TP 20'-4" 191-W 18'-or 203` 2Z'.g" 21'`S" low 7118" 25-10' 231- " 22'•9" 21'-6" 28'-7• 2W-S" 25'-2" 23-10" 2V-6" 24'"6". 23'-4` 22'-2" ZV-3" 27'-2" 25'-11" 241-6" - �14" 24'-3" .22'-4" 21'-3' 20-r 26'-10" 24'-9" 23'-7" ZZ'-4" 2V-9" 22 r 21'-10' 20'-8" 27'-S" ,25'-S"-. '24'-2" DESIGN ASSUMPTIONS: ADDITIONAL NOTES: se 1. The spans listed ate the clear distance between supports,Continuous spans ale based on the 1, vibration re The ration srrlNa io a have been desiged to 1 8u lding Cnde ofet the Limit tes Ca adaCe3ign and longest span.The shortest span shall not be less than SO%of the longest span. qulements of the 2. The spans are based on uniform floor loads only,for standard load duration, 2. Web stiffeners are not required for any of the spans In these tables. 3 These tables reflect the additional stiffness for vibration provided by a 23/32"O58 rated sheathing. 3. Web fillers are required for I-)olsts seated in hangers that do not Iateraliy or equal,attached as indicated(Nailed Only or Glued E Nailed)to the top flange. support the top flange. limited to L/360"bare joist" 4. For conditions not shown,use the Uniform Floor Load(PLF)tables, 4. Live load deflection is LP's design software or contact your LP"SolidStart`Engineered Wood S. Total load deflection Is hilted to L/240'bare joist' Products distributor for assistance. 6. The spans are based an an end bearing length of at least 1-3/4'and an Interior bearing length of at least 3.1/2,and are limited to the bearing resistance of an SPF wall plate. 7 Johnson .Structural Engineering, Inc. project: 152 W. Short St. Job.No.: Bozeman,MT 59715 lZ�7-1 (406) 585-2939 phone Date: larry@johnsonengineer.com Sheet No.: r + 2- 5 JO _ --_, _ - J_ 7--1 IV Ir W- 1 .,�._._.t.__.....j ..__�. .._.fir._.•-. _._.4. � -'�-- �- j -�- I 12/7/2U2U .... ,,...._�_ AjSHPD <u.oma. Anderson = SFR 3414 188th St NE, Arlington, WA.98223, USA Latitude, Longitude: 48.1.66168, -122.183548 -.. tl '..'d�� 3 �' '3�!.' n� '.;� ;`t' .N R'. -�, s1 .r - I,+ t `•.'`. it r Cie asS¢r �V✓ C ' `; F. ��'.7•fts ti c 7� �� 5 . t 1' y.�.fc. ,.c (, .�., _ .. H -t, �/ a c.,� s n ° F �'? r I;.e�C. _ � !•` us�c:t n a :i u as k :: r� 5K< 'li ' ',, P .>r-; � .aj ]t ,�v:�6e� ���"77,74h:1��5 r. +P YA • f .�' Si4' r, A`� �``1 y ..?RS aAyy��>��vyy'�.'�•i�yy;,�7, R YJ3J. S ? r Vol �t-"•,.,,' ,+:.f n,�c+(j j��j 7. �JVM1'l C�' ?Z/`J •>. t r. �. 'y'�'T'•� ,a;•i .. Ycli�^9! *!•ctiY: r4.a��'.Y.: ?1:5� �i�-,. •>r .ri'..5t'c�.tu''�7�i1 ,� �Zt V .-.�a�._.5w.v :ti o. Date 12/7/2020;1:30:12 PM i Design Code Reference Document ASCE7-10 Risk Category • II Site Class D-Stiff Soil `Type Value Description i SS 1.082 MCER ground motion.(for 0.2 second period) S1 0.422 MCER ground motion.(for 1.Os period) SMS 1.155 Site-modified spectral acceleration value SM1 0.666 Site-modified spectral acceleration value. SpS 0.77 Numeric seismic design value at 0.2 second SA SO1 0.444 —— Numeric seismic design value at 1.0 second SA �— lype Value Description SDC D Seismic design category I 1 Fa 1.067 Site amplification factor at 0.2 second FV 1.578 Site:amplificsiion factor at 1.0 second PGA 0.435 MCEo peak.ground acceleration I FPGA 1.065 Site amplification factor at,PGA PGAM 0.4.63 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.082 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.105 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1 RT OA22 Probabilistic risk-targeted ground motion.(1.0 second) S1UH 0.445 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. _ af. S1D 0.6 Factored deterministic acceleration value.(1.0 second) j PGAd 0.6 Factored deterministic acceleration value.(Peak Ground Acceleration) 41 CRS 0.98 Mapped value of the risk coefficient at short periods � 1/3 https:/Iselsmicmaps,.or,g 12/7/2020 Johnson Structural Engineering, Inc. SHEET ld Bozeman, MT 59715 PROJECT Anderson -SFR JN 20-020 LOCATION: Arlington, WA SEISMIC LOADING CALCULATIONS PER ASCE 7.10 STRUC CATEGORY= 11 TABLE 1.5-1 IMPORTANCE, 1 = 1.00 TABLE 1:5-2 i DETERMINE FREQUENCY OF STRUCTURE SOIL PROFILE D 'D' IF UNKNOWN Ss 1.082 Fa 0.937 S 1 0.422 Fv 1.578 FROM USGS HAZARDS,ZIPCODE DIRECTORY Sms= Fa*Ss= 1.155 Sm1 = Fv*S1 = 0.666 Sds=2/3 Sms= 0.770 g Sd1 =2/3 Sm1 = 0.444 g SEISMIC DESIGN CATEGORY PER SHORT'PERIOD RESPONSE PER 1-SEC PERIOD RESPONSE D TABLE 9.4.2.1 a D USE MAXIMUM SEISMIC DESIGN CATEGORY D RESPONSE SPECTRUM To= .2Sd1 /Sds= 0.115 Ts= Sd1 /Sds= 0.577 Cu = 1.40 APPROXIMATE PERIOD Ct= 0.020 Ta= Ct*hnAX: 0.152 SEC x= 0.75 EQN 9.5.5.3.2 hn = hridge= 15.0 FT T' I STHE UPPER LIMIT FOR THE STRUCTURE'S PERIOD FUNDAMENTAL PERIOD T=Cu*Ta 0.213 SEC STRUCTURE FREQUENCY(f) IS THE INVERSE OF 'Ta'_ f= 6.56 Hz RIGID STRUCTURE COMMENTARY TO SECTION 6.OFFERS AN ALTERNATIVE METHOD FOR ESTIMATING IF:.THE STRUCTURE IS RIGID. IF h/LEAST WIDTH, B OR L, IS <4.0, STRUCTURE IS DEEMED RIGID C6.2 h = 15.0 FT RIDGE heave= 10.0 FT EAVE hmn = 12.5 FT MEAN B= : 34.0 FT WIDTH OF STRUCTURE L= 24.0 FT DEPTH OF STRUCTURE r Struct Work Sheet Seismic- House LPJ . ,. I 12/7/2020 ohnson Structural Engineering, Inc. SHEET l/ Bozeman, MT 59715 PROJECT Anderson -SFR JN 20-020 LOCATION: Arlington,WA SEISMIC LOADING CALCULATIONS PER ASCE 7-10 h/LEAST.WIDTH = 0.63 RIGID EQUIVALENT LATERAL FORCE PROCEDURE V=Cs*W Sds= 0.770 Sd1 = 0.444 I = 1.000 T= 0.152 R= 6.5 Wood Framed Shear Wall Cs = Sds/( R/1 ) 0.118 > USE MIN 0.118 Cs <_ Sd1 /T.( R/I ) 0.448 Cs > 0.044 Sds I 0.034— USE MAX Cs> 0.5S1 /( R/1 ) 0.032 Cs= 0.118 DETERMINE WEIGHT OF STRUCTURE PSF HEIGHT LENGTH AREA WEIGHT 2nd Level Roofing @ 15 0 0 0 2nd Level Ext Walls @ 12 0 0 0 2nd Level Int Walls @ 10 0 0 0 1 st Level Roofing @ 18 979 17622 17622 2nd Level Flooring @ 12 0 0 1 st Level Ext Walls @ 12 4 116 464 5568 5568 1st Levellnt Walls @ 10 4 84 336 3360 3360 TOTAL WEIGHT 26550 LBS RECALL,V=Cs*W Base shear,V= 3145 Lbs Struct Work Sheet Seismic- House LPJ Johnson Structural Engineering, Inc. project: ')44—hy—v 152 W. Short St. Job No.: Bozeman,MT 59715 (406) 585-2939 phone Date: Z- larry@joh,nsonengineer.com Sheet No.: r t - _ kv Tv A ._..t._ Buz ME _ ✓cam . _� -sX -� �C. f �C��)-- - nX SZO Ser EEZ86 VM'uo;6ul (V M +� IBDJPd Xel RN IS 4488T 4T uosaepu 44 eluuog Tg wu NOIiVGNnoj O H3NMO:N011.dtaOS30 103[OW U. O O wO o aga z ^ ° M >or bz Q p w 9.l t .Vt O'l --+t/t 5-.E _ �e0. N M 'Slo non' O 0 4 � � 0 ;r L—j $o ayQ I mt a Y to0zs 11 y(�to � wm .w I i- ioc�dNa 4Q1 M. (/ ol j .0/y g fi r: p RR 1 o M 3$ O O $tltltla >U tv iL v a z tiLU 3 m ^ gam° $ $ ,log 5F Noe N .4t— 3 .rt Add t-.tt «Wt OVAL — . ww I. r..____ I I � 11 yf- w I I 911'" I I I I Nl�yr I I J.og o >�iN $ I i I I m� oao d l l ZI I �ow�uxol I amp t 3i I I 8 ....��r�VS '''.'I I ram. Window, Skylight and Door Schedule Pigject Information Contact Information Tim and Bonnie Anderson 425,231 5585 3414 188th St NE Arlington, WA 98223 Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) Front 0.23 1 3 ° 6 20.0 4.60 Exempt Glazed Fenestration (15 sq. ft. max.) a0l 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt Feet Inch Feet Inch Area UA Lo-E vinyl double pane w01 0.28 2 5 ° 5 ° 50.0 14.00 Lo-E vinyl double pane w05 0.28 1 3 ° 1 ° 4.5 1.26 Lo-E vinyl double pane w07 0.28 1 3 ° 3 6 10.5 2.94 0.0 0.00 0.0 0.00 0.0 000 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 j 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 000 0.0 0.00 00 0.00 0.0 0.00 0.0 000 00 0.00 00 0.00 00 0.00 0.0 0.00 0.0 000 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 000 0.0 0.00 0.0 000 0.0 0.00 , KE'C 0.0 0.00 0" FFICE COPY DEC 28 2020 'f , r, . . .. s.t t tiR"s s E �� I 0.0 000 0.0 0.00 00 0.00 0.0 0.00 0.0 0.00 0,01 0.00 0.01 0.00 Sum of Vertical Fenestration Area and UA 1 65.01 18.20 Vertical fenestration Area Weighted U= UA/Area 0.28 Overhead Glazing,(Skylights). Component Width Height Description Ref. 117factor Qt.. .Feet inch Feet Inch Area UA 0.0 0.00 0.0 0.00 &0 0.00 0.0 0:00 0.01 0.00 0.01 0:00 Burr►ofiOverhead Glazing Area°and.(1A. 0.0 .0.00 Overhead Glazing Area Weighted,U=UA/Area , L 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 85.0 22.80 I Prescriptive Energy Code Complia^te for All Climate Zones in Washington Project Information Contact Information Tim and Bonnie Anderson 425,231.5585 3414 188th St NE Arlington, WA 98223 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling" 490 0.026 Wood Frame Wall,,`"," 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°" 10/15/21 int+TB 0.042 Slab R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2 Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits 0 Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. E14. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 ❑ 1 b Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1,5 ❑ 3a High Efficiency HVAC 3a 1.0 ❑ 3b High Efficiency HVAC 3b 1.0 F-1 1.0 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 F,-] 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 ❑ 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits Received 1.50 *Please refer to Table R406.2 for complete option'•e ri ti FIVE COPY DEC 28 2020 ;�. ' � . .� .� - � �� �•'� � i � r'7t. i Table R402.1.1 Footnotes For SI: 1 foot .=304.8 mm, ci .=cont, Jus insulation, int .= intermediate framinb a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. The second R-value applies when more than half the insulation is on the interior of the mass wall. ' Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. ; Reserved. m Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. i Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Tim and Bonnie Anderson 425.231.5585 3414 188th St NE Arlington,WA 98223 Heatina System Type: O All Other Systems Heat Pump To see detailed instructions for each section,place your cursor on the word'Instructions". DeWan Temperature Marysville Design Temperature Difference(AT) 47 OT=Indoor(70 degrees)-Outdoor Design Temp Area of Suildina Conditioned Floor Area S sPri=ct.t�ns Conditioned Floor Area(sq ft) 0 Average Ceiling Height Conditioned Volume I" €ru:eicsr; Average Ceiling Height(ft) 0 Glazina and Doors U-Factor X Area = UA tn5tr€1C tIO31S 0.30 --- Skylights U-Factor X Area = UA €nstrtmhons 0.50 --- Insulation Attic U-Factor X Area = UA R_19 0.026 876 21.22 f Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA tn5lrr"'€'ans I Select R-value . No selection -- Above Grade Walls(see Figure 1) U-Factor X Area UA I�asAe€,n.tic�sls R_z1 intermediate 0.056 828 51.97 Floors U-Factor X Area UA Instra",.floil�-R-38 0-025 816 20.40 `--- -- - J Below Grade Walls(see Figure 1) r� U-Factor X Area UA In:,2rc.rf.�nn, Select R-value No selection ... Slab Below Grade(see Figure 1) F-Factor X Lelth 1 UA InstmCU011a I - No selection -- Select conditioning Slab on Grade(see Figure 1) F-Factor X Lenc th UA No selection 1 Select R-Value � �e�s Location of Ducts Duct Leakage Coefficient � � 202 1.10 UfKOndihpn�f S(.Y7cJ ` /.� Sum of UA 93,58 Envelope Heat Load 4,398 Btu/Hour Figure 1. Sum of UAXAT Air Leakage Heat Load Btu/Hour VolumeX 0.6XATX.016 noov.cr,oc Building Design Heat Load Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1 10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump ,(07101113) -. I .. &j E rJ 0 1 00 lizz 00 fill Received (JFFICECOP� SLR !: i i � _ . � ,�� �� - � � � 1 L"Vy °� RESIDENTIAL 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 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: �` 1 L� S�� S� iy �� s :, Plat: t 'n c, reeZ�e.S [J Single-family Duplex ❑ Townhouse Addition Accessory structure Apt Proposed Area: 15` Floor: b { 2"d Floor: Garage: Total SF: Describe Proposal (include cross street): 1 1 Valuation: 40 D DO . Owner: J a �� r1 1�G inn r v\n �u�' f'1 S Address: `'_;q I Ll I SS Ih S_. N;�T City: r 1� Vo A State: . Zip Code: c$D_D-) Phone: H 315- 25 O`a, Email Applicant: �� N, °� �n n i I ►'� ran Address: 'tH ( N City: r� i �0 n State: ln,a Zip Code: Phone: Email: Contractor: Address: eA), P�� ;NQ-7 City: State:W►4 Zip Coder Phone: 2S k S`7- -7 7 7 Email: Contact Person: 1 ���lr1On,�o�a,s���� License Number: S1GAC�.�r).,\- Expiration: a7 a G 33 L_.7 6116LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 LING'S E:�m�bingSection�(conf�inueling ou�ifplu�mbing�isinvo�lved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x Sink(1.5) x Shower (2.0) x ' Lavatory (1.0) x Clothes Washer (4.0) x Water Closet (2.5) x Dishwasher (1.5) x Cj Water Heater x Hose Bibb (2.5) x Water Heater Model# Other (list) x Plumbing Section Continued Proposed Water Piping Size: 1 s► �,�� P)�j_ Proposed DWV Material: i/ 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 Y _el RESIDENTIAL PERMIT APPLICATION ® Department of Community& Economic Development Q� City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551 41NC!3 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model# AFUE Heat Pump Model# L( . (, L p A SEER ,r� HSPE C1C� AC Unit Model# SEER Type II Hood U Commercial Cooking Appliance U Hydronic Piping Boiler L3 Solid-Fuel Appliance PV System Fireplace Insert Outdoor BBQ Storage Tank Freestanding Stove Gas Piping Other `Xc ,)'T-oh 3�4�-3_ A rnp mcky- Lce(-�L Qf 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: `' � Lam^ Date: Print Applicants Name: _T ry �n A ,n 6 2 I�0r1-`S 6/16LP Page 3 of 3 NOTICE 1� TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY oAPPROVED PERMIT# '�Y AM ❑ PM DATE:2 JOB ADDRESS: r"�l��} C_ LOT#: PROJECT: TYPE OF INSPECTION: 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 ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE! TV A Cl PLANNING 0 CIVIL 3 BUILDING CITY OF ARLINGTON NOTICE �• TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY jJ APPROVED PERMIT#: V 't ll rr AM ❑ PM DATE: JOB ADDRESS: '�'t U- L 1 i LOT#: PROJECT: , �Jy""s > G TYPE OF INSPECTION: t 1 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 THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING 0 CIVIL 0 BUtLDW; CITY OF ARLINGTON '�<,N , � _f TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY lCZAPPROVED PERMIT#: ❑ AM ❑ PM DATE: ' JOB ADDRESS: '�� i `t �' I� LOT#: PROJECT: TYPE OF INSPECTION: 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 {Zz_/ INSPECTOR DATE � 0 PLANNING o CIVIL o BUILDING CITY OF ARLINGTON (4j V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: n AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK 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 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING 0 CIVIL a BUILDING CITY OF ARLINGTON i NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: M PM DATE: OB ADDRESS: 3 yI c� � ��I LOT#: PROJECT: Ga t js TYPE OF INSPECTION: 'DL A.l tJ L�G�E 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 THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i -O INSPECTOR DAT• 0 PLANNING Cl CIVIL O BUILDING CITY OF ARLINGTON ,�c v' NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY Cg/APPROVED PERMIT# ' j- � 1 J �AM ❑ PM DATE: 4 L. JOB ADDRESS: PROJECT: TYPE OF INSPECTION: 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 INSPECTOR DATE Y Off, Cl PLANNING 0 CIVIL Cl BUILDING CITY OF ARLINGTON t H • CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3641 3414 188TH ST NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00946600000100 Valuation: 98944.00 OWNER APPLICANT CONTRACTOR BURNS JASON&KAMRYN Kamryn&Jason Burns Skagit Design Homes 3414 188TH ST NE 3414 188th St NE PO Box 2407 ARLINGTON,WA 98223 Arlington,WA 98223 Mount Vernon,WA 98273 425-315-2502 360-757-7773 LIC:skagid*93317 EXP:06/27/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Assessory Dwelling Unit CODE YEAR: 2015 STORIES: CONST.TYPE: VB DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation, guidance or decision of the Governor. 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. IBCll0/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 coded City of Arlington#3101. 2 Signature Print Name Date Released By 6ate CONDITIONS Adhere to approved plans.Call for inspections.Any additions should be consistent with the architectural character of the home. Materials,roof forms,and window proportions should match that of the existing building.Adding an ADU will increase the monthly utility bill by 1 ESU(Stormwater), 1 AUF(Ambulance Fee),& 1 SFR(Single Family Residential)for sewer.Water will increase by the consumption usage. 1.A side sewer repair/alteration permit will be required 2.Existing Side Sewer As-built drawing attached for your reference 3.For pipe sizing,materials,and configuration requirements contact the Wastewater Department at 360-403-3508 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 02/10/2021 Mechanical Base $25.00 02/10/2021 Plumbing Base $25.00 02/10/2021 State Building Code Surcharge Fee $6.50 02/10/2021 Building Permit Fee $1,486.54 02/10/2021 Building Plan Review Fee $966.25 02/10/2021 Range Hood $15.00 02/10/2021 Processing/Technology Fee $25.00 02/10/2021 Bath/Shower or Shower Only $30.00 02/10/2021 Lavatory $30.00 02/10/2021 Sinks/Toilets/Urinals/Disposal $15.00 Total Due: $2,624.29 Total Payment: $2,624.29 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections 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#: 3641 Permit Date: 12/31/20 Permit Type: ACCESSORY DWELLING UNIT Project Name: Burns Applicant Name: Kamryn& Jason Burns Applicant Address: 3414 188th St NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Kamryn& Jason Burns Phone: 425-315-2502, 425-231-5585 Email: kburns98258@live.com; bonnieanderson98258@yahoo.com Scope of Work: Accessory Dwelling Unit Valuation: 98944.00 Square Feet: 800 Number of Stories: 1 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 02/11/2021 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00946600000100 3414 188TH ST NE BURNS JASON& 111 Single Family KAMRYN Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License# Skagit Design Homes James Eidson 360-757 7773 PO Box 2407 CONSTRUCTION Labor and CONTRACTOR Industries skagid*93317 Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 07/07/2021 R20.SFR/DUPLEX Insulation 07/08/2021 07/08/2021 BUILDING Completed FINAL if a code required 2468 R20.ACCESSORY 02/24/2021 STRUCTURE Building location Review 02/24/2021 02/24/2021 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 12/31/2020 ASSESSORY STRUCTURE BUILDING 12/31/2020 ASSESSORY STRUCTURE Josh Grandlienard 12/31/2020 ASSESSORY STRUCTURE Nova Heaton Fees Fee Description Notes Amount Mechanical Base Permit Fee $25.00 Plumbing Base Permit Fee $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Building Permit Table 4-1 $1,486.54 Building Plan Review Table 4-2 $966.25 Range Hood Residential $15.00 Processing/Technology $25.00 Bath/Shower Combo $30.00 Lavatory Toilet&Sink Only $30.00 Kitchen Sink&Disposal $15.00 Total $2,624.29 Attached Letters Date Lctter Description 02/09/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 01/19/2021 Timothy Anderson 9028 Raelynn Jones $2,624.29 Outstanding Balance $0.00 Notes Date Note Created By: 02/11/2021 Tim Anderson indicated that Utilities told him a side sewer permit was not required. Raelynn Jones Valuation calculated SF=800 01/15/2021 Construction Type=NB Kristin Foster Occupancy=R-3 Per the current(August 2020)ICC Value Data Table price per sf is$123.68.Total valuation is $98,944.00 12/31/2020 Plans are on Kevin's desk. Kristin Foster Uploaded Files Date File Name 10/13/2021 9886433-3641 IC 4.1.2021.pdf 10/13/2021 9886434-3641 IC 4.2.2021.pdf 10/13/2021 9886435-3641 IC 4.5.2021.pdf 10/13/2021 9886436-3641 IC 2.24.2021.pdf 10/13/2021 9886437-3641 IC 3.3.2021.pdf 10/13/2021 9886432-3641 IC 3.4.2021.pdf 12/31/2020 7912888-3641 Application.pdf W� A. CITY OF. AR. ING ON : v 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - permit Center: 360-403-3551 BUILDING PER-MIT Permit ##r 3641 3414 188TH :ST NE PER UT EXPIRES 180 DAYS AFTER. DATE OF ISSUANCE. Parcel #: 00946600000100 Valuation: 98944.00 OVMR. APPLICANT CONTRACTOR BURNS JASON & KAMR.YN Kamryn & Jason Burns Skagit Design Hones 3414 188TH ST NE 3414 188th St NE PO :Box 2407 ARLINGTON, WA 98223 Arlington, WA 98223 Mount Vernon, WA 98273 425 -315-2502 360-757--7773 LIC: skagid*93317 EXP: 06/27/2021 l-ECHAI CAL CONTRACTOR PLUTMB NG CONTRACTOR LIC ##: E P: LIC EXP JOB DESCRIPTION PERMIT TYPE: Assessory Dwelling Knit CODE YEAR: 2015 STORIES: CONST. TYPE: VB DWELLING UNITS: OCC GROUP.- BUILDINGS: OCC LOAD: PERMIT APPROVAL. The issuance or granting of this permit shall not be construed to be a pen-nit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State_ To the extent the issuance or granting of this permit is interpreted to allow const fiction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not: authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Govemor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect. inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation., guidance or decision of the Governor: I AGREE TO COMPLY Y WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED FNT VIOLATION OF THE LABOR CODE OF THE STATE OF wA.SHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A. PERMIT UNTIL SIGNED BY THE. BUILDING OFFICIAL OR HISIHE.R. DEPUTY AND ALL FEES ARE. PAID. 1T IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A. FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CEY1I ICArE OF OCCUPANCY HAS BEEN GRANTED. IBC 1- 1 /1RC110. f materials in the City of Arlington must be reported on SALES TAX A NOTICE:I�.jl ,. Sales tax relating to construction and construction mate � gt p your sales tax return form and coded City of Arlington #3101 . t �AO - I Sijn-VtVur4 Printparne DWte Released By L ate I C(�NIII'�' oNS w Adhere to approved plans. Call for inspections. Any additions should be consistent with the architectural character of the home. Materials, roof forms, and window proportions should match that of the existingbuilding. monthly utility bill by I ESI� Stormvfrater � ,�,� ng- Adding are ��`� will increase the ), F {Ambulance Fee), & I SFr (Single Family Residential sewer. Water increase by the consumption usage. 1 . .Ad side sewer repair/alteration _ � for ter will permit will be requircd. 2. Existing Side Seiner As-bunt drawing attached for your reference 3. For pipe sizing, materials, and configuration requirements g � rern.ents contact the Wastewater Department at 360-403-3508 THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS wOI . TO BE DONE ON PRIMATE PROPERTY ONLY. ANY CONSTRUCTION O THE PUBLIC DOMAIN CURBS M� (CURBS, S�DEwAL�s, DRIVEWAYS, Q►UEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERTNHT FEES Date Description 02/10/2021 Fee Amount Mechanical Base 02/10/2021 Plumbing Base $25.00 02/10/2021 State Building Code Surcharge Fee $25.00 €32/10/2021 Building Permit Fee $6.50 02/10/2021 Building Flan Review Fee $11486-54 02/10/2021 Range Hood $966.25 02110/2021 Processing/Technology Fee $15.00 02/10/2021 Bath/Shower or Shower Only $25.00 02/10/2021 Lavatory $30.00 02110/2021 SinkslToiletslUrinals/Disposal $30.00 $15.00 Total Due: $2,624.29 Total Payment: $2,624.2 Balance Due. $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allover 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type Of Inspection being requested, and whether you refer morning y p or afternoon ££Z86 VM'uo;6upay worsawoHu6iSaO;I62jS•MMM O (N Y) oDSawoyu6lsp3N'lS 48T T OO-OT-00 - 9tr-600 s'T£z zb H # laDaed Xpl ELZ86 VM'u nOW 4-1i0sA3 uv ZOtZ X09 Od W H Q aluuoe Lullnai>>aanO sauaoy u6isao �i6e�IS w ,-� 'd9NMO:NOI1dI20S3a iaa[oad :A9 030In021d NV-ld JNIi'dV-LS NEMS3a lI9V)IS Q N = S`JNIMFPoO ALL o �� O Z z LLJ > QW Z o'er w ,m, z C✓ ILL to > a o , �orr way U) �' O CL z W O O, ca W Z > D C] > O -j , 0 LL LU LU W 7 }� M Q eV{ Wf, I I �— U d ui D X I ,I co W i L Lu i a !+'3 j LL O 0- CN LL i i�i ''�` O 0 r N 3 � � _J (D X o- (n p _ I i-u (j) � r� Ln 71 Ij LLLO �— tom I Z < :7 0 17 r I i3lT � tloI _ _ LU ao N ,--I i aI .--I co m cn 71- N m c� J C� cl� cl� Q 21 4 u > ^ p z ~ Xa ® J' U) Zw ® � C� � w aLU < Z Cr jl— D UJ O o'er 0: LU w U- U w LL U7 C) O-OT-00000-99V-60 `TEZ•SZb F— uo:6ui woo-sawoHu6!sa0a!6e>S'Mmmi O M # la�Jed Xel E£Z86 tlM' H woo,Sewoqu6i sap�!6e sJoiu! 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