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323 S Cobb Avenue_BLD1760_2026
PLYWD PER PLAN FRAMING #4 @ 16" O.C. w/ 10d @ 6" EDGE PER PLAN 24 �12 �w M. c a o y y SIMPSON A35 — @ EA JST a 4422s o � 2x6 P.T. PLATE w/ SEE DETAIL 1 RF01 Sir ERF. \�� % "Ox10" A.B. sS�ONAL F-�G Z/Z/ 1 S @ 18" O.C. A ALT TOP CONN DXPIWS 3-01- 19 Scale: vr= V-M 6" MIN \\\\\\ •2.5" CLR ° 6" CONC WALL W/ 2x BLK'G7SSP�A (2)#4 CONT @ TOP FOR (#4V @ 16" OC w/#4H@10" O.C.• SEE DETAIL 1 6'-0" MAX B TOP CONN @ PARALLEL JST Scale: 1/2"= 1'-0" ° #4x 24 @ 16" OC GENERAL FOUNDATION NOTES CONC FTG PER IBC 2015 EDITION PLAN w/ 35 PCF EQUIV FLUID PRESSURE 2' - 4" (3) - #4 CONT 2000 PSF SOIL BEARING MIN 50 PSF TOE SURCHARGE(SLAB) 8H LATERAL SEISMIC LOAD 5 1/2 SACK CEMENT PER CUBIC YARD 2500 PSI MIN COMPRESSIVE STRENGTH p \\fj\ MAX 6 GALLONS WATER PER SACK 000 p0 0 //\� GRADE 60 STEEL FOR#5&LARGER 0p p00/ GRADE 40 STEEL FOR#4&SMALLER i, o • • 0p 0 - p o//�'///i\' \\ BACKFILL WITH POUROUS MATERIAL DO NOT CREATE 3" 5.5" %gyp�\/\�\// FOOTING BACKFILL COMPACTED NUAL BACKFILL UNTIL CLR 17" \��\\!C\/i PLACE JOISTS MAY BE HUNG INSIDE WALL WITH COMPACTED BACKFILL FTG DRAIN IN MUD SILL RIPPED TO FIT- @ 1:4 (V:H) MAX SLOPE GRAVEL POCKET WATERPROOFING BY OTHERS EXTEND 6'-0" MIN EXTEND TO DAYLIGHT TOP RESTRAINED FND WALL NTS LACTI-L COUNTRY 1-405 pLAN K4Up50N UPsTATl JO�'� 0524 FOUNIPA-cZpN REVZ5Z0N PO BOX 952 Title 8'(4'UNBALANCED) Page: 1 LYNNWOOD,WA 98046 Job#: Dsgnr: amg Date: 2 FEB 2018 UPSTATE (206)280-4715 Description.... engineering KNUDSON SERVICES@UPST8.COM This Wall in File:C:\Users\Andy\Documents\UPST8 MAIN\2017(0695-0866 Orange)\0824 Eagle Country-P RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06060767 Restrained Retaining Wall Code: IBC 2015,AC1 318-14,AC1 530-13 License To: Upstate Engineering Criteria Soil Data Retained Height = 5.50 ft Allow Soil Bearing = 2,000.0 psf Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Total Wall Height = 6.00 ft At-rest Heel Pressure = 32.0 psf/ft Top Support Height = 6.00 ft Passive Pressure Soil Density �w M. G, Slope Behind Wal = 0.00 FootingIlSoil Frictior o y y Height of Soil over Toe = 24.00 in Soil height to ignore y for passive pressure Q 44226 p �� RFCISTER�' \� SS�ONAL ECG Z/Z/ZD1 S EXPIRES 3-01- 19 Thumbnail Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 Ibs -Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottorr = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Load Type = Wind(W) Footing Type Line Load (Strength Level) Base Above/Below Soil Axial Dead Load = 245.0 Ibs at Back of Wall = 0.0 ft Axial Live Load = 335.0 Ibs Wind on Exposed Stem = 0.0 psf Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 Earth Pressure Seismic Load Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Stem Weight Seismic Load Fp/Wp Weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf Design Summary Concrete Stem Construction Total Bearing Load = 1,687 Ibs Thickness = 6.00 in Fy = 40,000 psi ...resultant ecc. = 1.89 in Wall Weight = 75.0 psf f'c = 2,500 psi Soil Pressure @ Toe = 1,066 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 1,066 psf OK Allowable = 2,000 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top&Base @ Base of Wall ACI Factored @ Toe = 2,176 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 550 psf Design Height Above Ftc = 6.00 ft 2.48 ft 0.00 ft Footing Shear @ Toe = 0.0 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 0.1 psi OK Rebar Spacing = 16.00 in 16.00 in 16.00 in Allowable = 75.0 psi Rebar Placed at = Edge Edge Edge Reaction at Top = 146.9 Ibs Rebar Depth 'd' = 3.50 in 4.00 in 3.50 in Reaction at Bottom = 477.3 Ibs Design Data Sliding Stability Ratio = 3.51 OK fb/FB+fa/Fa = 0.000 0.342 0.000 Sliding Calcs Mu....Actual = 0.0 ft-# 597.9 ft-# O.Oft-# Lateral Sliding Force = 477.3 Ibs less 100%Passive Force= - 1,001.5 Ibs Mn*Phi.....Allowable = 1,521.9 ft-# 1,746.9 ft-# 1,521.9ft-# less 100%Friction Force= - 675.0 Ibs Shear Force @ this height = 236.6 Ibs 537.8Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 Stability = 0.0 Ibs OK Shear.....Actual = 5.63 psi 12.80 psi = Vertical component of active lateral soil pressure IS Shear.....Allowable 75.00 psi 75.00 psi NOT considered in the calculation of soil bearing Other Acceptable Sizes&Spacings: Toe: None Spec'd -or- Not req'd: Mu<phi*5*lambda*sgrt(fc)*Sm Load Factors Heel:None Spec'd -or- Not req'd: Mu<phi*5*lambda*sgrt(fc)*Sm Building Code IBC 2015,AC1 Key: No key defined -or- No key defined Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.000 Seismic, E 1.000 PO BOX 952 Title 8'(4'UNBALANCED) Page: 2 LYNNWOOD,WA 98046 Job#: Dsgnr: amg Date: 2 FEB 2018 UPSTATE (206)280-4715 Description.... engineering KNUDSON SERVICES@UPST8.COM This Wall in File:C:\Users\Andy\Documents\UPST8 MAIN\2017(0695-0866 Orange)\0824 Eagle Country-P RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06060767 Restrained Retaining Wall Code: IBC 2015,AC1 318-14,AC1 530-13 License To: Upstate Engineering Concrete Stem Rebar Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0 in2/ft (4/3)"As: 0 in2/ft Min Stem T&S Reinf Area 0.864 in2 200bd/fy:200(12)(3.5)/40000: 0.21 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh :0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area: 0.15 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.7112 in2/ft #6@ 36.67 in #6@ 73.33 in Mmax Between Ends Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0.0541 in2/ft (4/3)*As: 0.0722 in2/ft Min Stem T&S Reinf Area 0.507 in2 200bd/fy:200(12)(4)/40000: 0.24 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh :0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area: 0.15 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.8128 in2/ft #6@ 36.67 in #6@ 73.33 in Base Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0 in2/ft (4/3)*As: 0 in2/ft Min Stem T&S Reinf Area 0.357 in2 200bd/fy:200(12)(3.5)/40000: 0.21 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh :0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area: 0.15 in2/ft #5@ 25.83 in #5@ 51.67 in M.Maximum Area: 0.7112 in2/ft #6@ 36.67 in #6@ 73.33 in O F,o yG'9 Footing Strengths&Dimensions Footing Design Results 2 Toe Width = 0.46 ft Toe eel Q Heel Width = 1.13 Factored Pressure = 2,176 550 psf Total Footing Width = 1.58 Mu':Upward = 212 149 ft-# R cistE��G��µ226 Footing Thickness = 9.01 in Mu': Downward = 42 168 ft-# SS/ ANAL Key Width = 0.00 in Mu: Design = 170 19 ft-# E 2/Z/ZOl S Key Depth = 0.00 in Actual 1-Way Shear = 0.00 0.08 psi pPIFES 3-01- T9 Key Distance from Toe = 0.00 ft Allow 1-Way Shear = 75.00 75.00 psi f'c = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min footing T&S reinf Area 0.31 in2 Min.As% = 0.0018 Min footing T&S reinf Area per foot 0.19 in2 ift Cover @ Top = 2.00 in @ Btm.= 3.00 in If one layer of horizontal bars: If two layers of horizontal bars: #4@ 12.33 in #4@ 24.66 in #5@ 19.11 in #5@ 38.23 in #6@ 27.13 in #6@ 54.26 in PO BOX 952 Title 8'(4'UNBALANCED) Page: 3 LYNNWOOD,WA 98046 Job#: Dsgnr: amg Date: 2 FEB 2018 UPSTATE (206)280-4715 Description.... engineering KNUDSON SERVICES@UPST8.COM This Wall in File:C:\Users\Andy\Documents\UPST8 MAIN\2017(0695-0866 Orange)\0824 Eagle Country-P RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06060767 Restrained Retaining Wall Code: IBC 2015,AC1 318-14,AC1 530-13 License To: Upstate Engineering Summary of Forces on Footing : Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning,sliding,&soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... Ibs ft ft-# Resisting Moments... Ibs Ibs ft ft-# Stem Shear @ Top of Footing = -336.1 0.75 -252.4 Surcharge Over Heel = Heel Active Pressure = -141.2 0.37 -51.9 Adjacent Footing Load = Sliding Force = 477.3 Axial Dead Load on Stem = 580.0 0.71 410.9 Overturning Moment = -304.2 Soil Over Toe = 100.9 0.23 23.1 Footing Overturning Stability Ratio 351.83 Stem Weight 450.0 Surcharge Over Toe - 0.71 318.8 Net Moment Used For Soil Pressure Calculations 265.5 ft-# Soil Over Heel = 378.2 1.27 480.8 Footing Weight = 178.4 0.79 141.2 Net Mom.at Stem/Ftg Interface= 265.5 ft-# = Allow.Mom.@Stem/Ftg Interface= 951.2 ft-# Total Vertical Force 1,687.5lbsResisting Moment = 1,374.9 Allow. Mom.Exceeds Applied Mom.? Yes Therefore Uniform Soil Pressure= 1,065.5 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. �J M. Q 2 7 Q aa226 p RFC I S'(ERF. SS�ONAL ENG ZiZi2D1 S EXPIRES 3-01- 19 PO BOX 952 Title 8'(4'UNBALANCED) Page: 4 LYNNWOOD,WA 98046 Job#: Dsgnr: amg Date: 2 FEB 2018 UPSTATE (206)280-4715 Description.... engineering KNUDSON SERVICES@UPST8.COM This Wall in File:C:\UsersWndy\Documents\UPST8 MAIN\2017(0695-0866 Orange)\0824 Eagle Country-P RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06060767 Restrained Retaining Wall Code: IBC 2015,AC1 318-14,AC1 530-13 License To: Upstate Engineering Rebar Lap & Embedment Lengths Information Stem Design Segment Near Top Support Stem Design Height: 6.00 ft above top of footing Lap Splice length for#4 bar specified in this stem design segment= 15.60 in Lap Splice length for#4 bar extending up into this stem design segment from below= 15.60 in Development length for#4 bar specified in this stem design segment= 12.00 in Development length for#4 bar extending up into this stem design segment from below= 12.00 in Stem Design Segment at Mmax Between Ends Stem Design Height: 2.48 ft above top of footing Lap Splice length for#4 bar extending down into this stem design segment from above= 15.60 in Lap Splice length for#4 bar specified in this stem design segment= 15.60 in Lap Splice length for#4 bar extending up into this stem design segment from below= 15.60 in Development length for#4 bar extending down into this stem design segment from above= 12.00 in Development length for#4 bar specified in this stem design segment= 12.00 in Development length for#4 bar extending up into this stem design segment from below= 12.00 in Stem Design Segment at Base Support Stem Design Height: 0.00 ft above top of footing Lap Splice length for#4 bar extending down into this stem design segment from above= 15.60 in Lap Splice length for#4 bar specified in this stem design segment= 15.60 in Development length for#4 bar extending down into this stem design segment from above= 12.00 in Development length for#4 bar specified in this stem design segment= 12.00 in Hooked embedment length into footing for#4 bar specified in this stem design segment= 6.00 in As Provided= 0.1500 in2/ft As Required= 0.1296 in2/ft �J M. Q�o yC�9 2 7 Q 44226 p RFG I S'f6RF' ��� SS/ONAL ENG ZiZi2o1 S EXPIRES 3-01- 9 4/4/18 PSTATE engineerind PO BOX 952 LYNNWOOD, WA 98046 T. (206) 280-4715 F. (206) 834-6261 SERVICES@UPST8.COM April 4, 2018 Eagle Country Construction Attn: Anayeli PO Box 1304 Marysville, WA 98270 Re: Upstate Job#0824 Plan 1705 Holdown Retrofit To Whom It May Concern: STHD14/14RJ holdowns originally specified along the rear wall (wall line 3) of the above plan were misplaced/omitted. The following shows a structurally adequate retrofit for any STHD14/14RJ holdown along wall line 3: - HDU4-SDS2.5 HOLDOWN TO TOP OF STEM W/ 5/8" THREADED ROD EMBEDDED 6" MINIMUM W/ SET-XP EPDXY — FASTEN TO FRAMING AS RECOMMENDED BY MANUFACTURER Should there be any questions or comments please contact our office. Sincerely, M. Z 7 Q 44226 p ti Andrew Gahan, PE gF01S-T sS�ONAL ECG 'f/i/201 S EXPIRES 3-01- 9 j 2 \ m E [ \ Zft LU\ z 2 Lu § § t D hCL � \ p \ A § 5 CL * > \ B j q } 1". f O � n LLI < \ 2 2 § v 2 © 5 ~ S 0. 2 ¥ = w � � 2 K / w 2 �� > LLI I � \ k § w ji( � 0 Lu j \ \ j § k / oz\ j 0 } p § q / § \ @ \ / - � £ � b � U ¥ ƒ o f % § z q . y \\ 2 0 / m o > w - % mo - 0 r ) LLI o j k E § § § B x ) § 2 i (L � � B � 7 ƒ m � § � \ \\ tea / F Q O O o § o � j 2 LU § ƒ ■ \ / k o d C j U) k § § ® o ƒ { a d ± o k ❑ ❑ e ¥ z w I m , 2 a w ® z o 0 ƒ /z LU le w g m k cc \ j 7 / § § v ° / o P E e 3 . o « Q \ U g z & I § & ƒ b U) k ) / k z ¥ S a 2 � q $ I u \ ~ ± 2 ] ❑ ❑ ❑ ❑ ❑ \ 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. Zta& Project Address: S Cobb St,Arlington Plat: Cobbs Addition N Single-family CI Duplex ❑ Townhouse O Addition ❑ Accessory structure Proposed Area: 1" Floor: 879 211 Floor: 896 Garage: 539 Total SF: 2,314 Describe Proposal (include cross street): Build 1 1,775 square foot 2 bedroom SFR between Union and Jackson Street Valuation: . $35000 Owner: John Knudson Address: _ 325 S Cobb St City: Arlington State: WA Zip Code: 98223 Phone: 425-232-2638 Email: jknudson3549@icloud.com Applicant: Eagle Country Construction Address:_ PO Box 1304 City: Marysville State: WA Zip Code: 98270 Phone: 360-548-3067 Email: csetzer.ecc@gmail.com Contractor: Eagle Country Construction Address: PO Box 1304 City: Manvcville State: WA Zip Code: 98270 360-548-3067 c,etzer.ecc@)gmail.com Phone: Email: @� Contact Person: Carl Setzer License Number: EAGLECC942NZ Expiration: 08/09/18 6116LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION l Department of Community& Economic Development y't' Or`� City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 l�NG Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) C Bath/Shower Combo (4.0) x 2 �,N1 Sink (1.5) x 5 (] Shower (2.0) x Lavatory (1.0) x 3 C' Clothes Washer (4.0) x 1 ❑ Water Closet(2.5) x ( Dishwasher (1.5) x 1 ❑ Water Heater x 1 Ri Hose Bibb (2.5) x 2 Water Heater Model # Other (list) x Plumbing Section Continued Proposed Water Piping Size: 5/8" Proposed DWV Material: PVC Proposed Piping Material: PVC Proposed DWV Size: 1 1/2" • 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 r- Department of Community & Economic Development �+t 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: 1�1 Furnace (80+) Model# AFUE Heat Pump Model# Daikin SEER HSPE AC Unit Model# SEER ❑ Type II Hood ❑ Commercial Cooking Appliance Hydronic Piping 0 Boiler 0 Solid-Fuel Appliance PV System ❑ Fireplace Insert Outdoor BBQ Storage Tank Freestanding Stove ❑ Gas Piping ❑ Other 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: (/� �1 Date: 2 /- ::7 Print Applicants Name: 6116LP Page 3 of 3 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:323 S.Cobb Avenue Permit#:1760 Parcel#: Valuation:231000.00 OWNER APPLICANT CONTRACTOR Name:KNUDSON JOHN W EST Name:Eagle Country Construction Name:Eagle Country Construction Address:CIO KNUDSON SANDRA L 4900 Address:P.O.Box 1304 Address:PO Box 1304 PALMER-WASILLA HWY#I08 City,State Zip:WASILLA,AK 99654 City,State Zip:Marysville,WA 98270 City,State Zip:Marysville,WA 98270 Phone: Phone:360-548-3067 Phone:360-548-3067 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 1 CONST.TYPE: `I_B DWELLING UNITS: 1 OCC GROUP: R-3 BUILDINGS: 1 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 a d coded y of i to r#3101. /" p l.at:.� Q/ fib" ( Signature Print Name Date Released By I Ifatc CONDITIONS See red lined drawings.Adhere to approved plans. Additional requirements:No additional impervious surface may be added to the property at any time;paving of the alley is required from Jackson street to furthest northern lot line of lot 16 of block 11 of Cobbs Addition. THIS PERMIT AUT 40RIZS 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 12/28/2017 Building Permit Fee $2,450.11 12/28/2017 Building Plan Review Fee $1,592.57 12/28/2017 Heat Pump $25.00 12/28/2017 Mechanical Permit Base Fee $25.00 12/28/2017 Park-Community SF $1,662.00 12/28/2017 Park-Mini SF $484.00 12/28/2017 Plumbing Permit Base Fee $25.00 12/28/2017 Plumbing Permit Fee(Enter Fixture Fee) $168.00 12/28/2017 Processing/Technology Fee $25.00 12/28/2017 State Building Code Surcharge Fee $4.50 12/28/2017 Traffic Mitigation-City $3,355.00 12/28/2017 Water Heater $25.00 ` Total Due: $9,841.18 Total Payment: $ 57 Balance Due: ,248.61 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 1 �� CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:323 S.Cobb Avenue Permit#:1760 Parcel#: Valuation:231000.00 OWNER APPLICANT CONTRACTOR Name:KNUDSON JOHN W EST Name:Eagle Country Construction Name:Eagle Country Construction Address:C/O KNUDSON SANDRA L 4900 Address:P.O.Box 1304 Address:PO Box 1304 PALMER-WASILLA HWY#108 City,State Zip:WASILLA,AK 99654 City,State Zip:Marysville,WA 98270 City,State Zip:Marysville,WA 98270 Phone: Phone:360-548-3067 Phone:360-548-3067 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 1 CONST.TYPE: V-13 DWELLING UNITS: 1 OCC GROUP: R-3 BUILDINGS: 1 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/IRCI 10. 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 7 of A to #3101, �t2sign C—atu re Print Name Date Released By to CONDITIONS See red lined drawings.Adhere to approved plans.Additional requirements:No additional impervious surface may be added to the property at any time;paving of the alley is required from Jackson street to furthest northern lot line of lot 16 of block 11 of Cobbs Addition. 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 12/28/2017 Building Permit Fee $2,450.11 12/28/2017 Building Plan Review Fee $1,592.57 12/28/2017 Heat Pump $25.00 12/28/2017 Mechanical Permit Base Fee $25.00 12/28/2017 Park-Community SF $1,662.00 12/28/2017 Park-Mini SF $484 00 12/28/2017 Plumbing Permit Base Fee $25 00 12/28/2017 Plumbing Permit Fee(Enter Fixture Fee) $168,00 12/28/2017 Processing/Technology Fee $25.00 12/28/2017 State Building Code Surcharge Fee $4.50 12/28/2017 Traffic Mitigation-City $3,355.00 12/28/2017 Water Heater $25.00 Total Due: $9,841.18 Total Payment: F48.61 Balance Due: ' CALL FOR INSPECTIONS IWILI)ING(3611)403-34 1 7 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ( �a 1 - �Z✓ o 71 Permit Information Date 12/l/2017 Permit Number 1760 Project Name Knudson Applicant Name Eagle Country Construction Applicant Address 325 S Cobb City, State,Zip Arlington,WA 98223 Contact Carl Setzer Phone 360-548-3067 Email csetzer.ecc@gmail.com Permit Type Single Family Residence Site Address 323 S.Cobb Street Valuation 231000 00 Status Applied Permit Issued Permit Expires Square Feet 2314 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 00411701101600 325 S COBB ST KNUDSON JOHN W EST 111 Single Family Residence-Detached Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type Eagle Country 360-548- ILabor and Construction Carl Setrer 3067 etrer.ecc@gmaiLcomCONTRACTOR Industries 1=AGLECC942N Review Date Type Description I Target Date I Completed Date I Assigned To Status 12/5/2017 lResidential Dwelling 12/12/2017 1 lKevin Olander Iln Review Fees Fee Description Notes I Amount Building Plan Review Feel 345.83.00.00 1 $1.592.57 Totall $1,592.57 Payments Date Paid By Amount Description Payment Type Accepted B 12/1/2017 lKimberly Meyer $1,592.57 7524323 c Total $1,592.57 Amount Outstanding: $0.00 Uploaded Files Upload File Date File Uploaded B 12/5/2017 3:51:24 PM 11760 Application.pdf Foster, Kristin k RESIDENTIAL PLAN PLAN REVIEW Owner _ Address ,•; ^.,:r - Building Type _Single Duplex Townhouse Type of Work [Existing New Reviewed By Date Design Criteria 301.1 Engineered Prescriptive 301.2 Loads:Tables 301.5-301.7 Yes No 302.1 Location on Lot: 5 feet/35% maximum Yes No 302.2 Townhouse Separation IYes No 302.5.1 Garage Openings: 20-minute door Yes ` No 302.6 Garage Separation I Yes No Footings and Stem Walls 401.4.1 Soils: Geotech or Prescriptive 403.1 Footings: (2)#4's'Continuous Yes No T403.1 Footing Size i Yes No 403.1.2 Continuous Footings(D2) Yes No 403.1.3 Vertical Reinforcement: #4 @ 4'/hook Yes No 403.1.3.1 Stem Wall: (2)#4's horizontal Yes No 403.1.16 Foundation anchors: 1/2 inch @ 6' Yes No 403.1.7.1 Clearances from Slopes Yes No 404 Foundation Walls(see Tables) Yes � No .1.2.3.7.3 Wall Openings:Verts within 12" ea.Side Yes -- No 405.1 ' Foundation Drainage or exception Yes No 406.1 Damproofing (basement) Yes No 407 Columns:4 X 4 and R317 Yes No 408.2 Crawl Vents 1:300 and 3' of corners Yes v No 408.3 _ I Unvented Crawl Space f _ Yes INo 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes No Architectural 303 Light/Ventilation: 8%and 4% Yes _ No 303.2 Whole House Fan Yes / No 303.3 Bathrooms: 3%or 50cfm Yes No 303.6 Stairway Illumination Yes L/ No 304.1 Habitable Rooms: 120sf min. Yes // No 304.2 Other Rooms: 70sf min. Yes No 305.1 Ceiling Height: 7 feet min. Yes �/ No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations Yes No Life Safety 310.1 Emergency Rescue Windows: 5sf/5.7sf Yes No 310.2 Window Wells Yes No �_ Life Safety Continued _ 311.2 Doors: 3 feet min. @ 6-8" Yes No 311.3 Landings: 3' X 3' min. Yes ✓ No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No _ 311.6 1 Hallway Width 3 feet min. Yes rf No 311.7.1 Stairway Width 3 feet min. Yes No 311.7.2 Headroom 6'-8" min. Yes No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes No 311.7.4.3 Handrail Profile Yes No 311.7.7 Handrails-4 plus risers_ Yes -NN No 311.8 Ramps Yes jNo --� 312.1 Guards-30 plus inches Yes No 312.2 Guard Height-36-inches min. Yes - No 314 Smoke Detection Yes '` No 315 NCO Detection _ Yes v No 316 Foam Plastic_ Yes No 325& 326 Adult Home/Day Cares Yes INo Floor Systems 502.2..... Deck Ledger Connection _ Yes INo 502.2.2.3 TLateral Load Connection or Engineered Yes No 502.3 Allowable Joist Spans 'r TJh % Yes No 502.10. Headers/Openings Yes !✓" No 502.11 Trusses or Rafter/Joist Yes ✓ No 502.12 Draftstopping: 1,OOOsf max. Yes f No 504 Pressure Treated Wood Yes Lam` No 506 lConcrete Floors: 3.5 inches min. Yes No Wall Systems 602.3 Wood Wall Framing and Plates Yes No 602.3.1 Fastener Schedules (2, 3,4, 5) Yes rF No 602.9 Cripple Walls: Less,than 14" 9r 4�— Yes No 602.10, Wall Bracing: Engineered or Prescriptive Yes r/ No 602.10.3.2 Alternate Bra`ced-WdF1_Panel Yes No 602.10.9 (Cripple Wall Bracing Yes No 602. 11.2 Stepped Foundations Yes No 602.12.1 Veneer Yes No 610.1 Glass Unit Masonry Yes No j 612 Exterior Windows/Doors Yes No 702.1 Interior Wall Covering Yes No 703 Exterior Wall Coverings(WAC) Yes No 703.4 Stone/Masonry Veneer Yes No Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes f1 No 802.3 Ridge Beams: <3:12 pitch Yes No t 802.4 Ceiling Joist Span:Truss or Platform Yes ' No 802.5 Rafter Spans:Truss or Platform ,Yes No 802.11 Roof Tie-Downs(48" o.c.) Yes f ,"' No ' 1 803 Roof Sheathing Yes No 806 Roof Ventilation: 1/150 high and low Yes No 807.1 Attic Access: 22" X 30" Yes d No 905.2.7 Underlayment Yes ✓ No Mechanical Systems _ Chapter 10 Chimney and Fireplaces IYes INo ✓ 1305.1 Equipment Access: 30"X 30" Yes No 1305.1.3 Appliances in Attics I Yes No 1305.1.4.1 Ground Clearnaces: 3" Concrete_Slab Yes ✓ No 1307.2 �Anchorgae of Appliances Yes 3 No 1307.3 Elevation of Ignition Source Yes No 1307.3.1 Protection from Impact Yes cr No 1401.3 Equipment Sizing: WSEC Yes `� No Chapter 14 Specific Appliances Yes No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes INo 1502.4.5 Length Identification Yes No Chapter 18 Chimneys and Vents Yes lNo t� Chapter 24 Fuel Gas and Piping IYes INo Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review J o REVI NOFFICE COP SFP Received O Aal1v $ DEC 13 Z017 I= vAp ntoo O _ O 0 � ® kD c N N N Aemmp(] N ° fb Q pasodoid O N Q1 o z Co a I— r, oo uz T o v) O — 24, Yti N C~7 C I CL) J m z o GO ® W J (A 0 C� Q Q I E'5 ft Z N e-f 5 ci LW LW o J o ujLL p N 'f I yo�od Cr N 0 f u W Sa m a N CO ywaluolleill °I z N j (0 V (r r. ° 8£ o N N 00 z � 0) OCQ o U x ,�; 00 J fn r-I . O m N andgqoDS $ rl� It � I- o � ri fn �o N z a >- rn CITY OF ARLINGTON Q BUILDING DEPARTMENT ° O APPROVED Lu v �- I1, a) E J DES i = Y0 m 0 ;;C C� NO CHANGES AUTHORIZED = ~ W UNLESS APPROVED BY THE BUILDING INSPECTOR Md 0WSJRA 30 YTID TK3w"939 Otir1" G3 VOA99A a-mOnM eND""Clew AOT03%*U CONUMUB RESIDENTIAL PERMIT APPLICATION e ° Department of Community & Economic Development IN y O 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: WS Cobb St,Arlington Plat: Cobbs Addition 5 Single-family ❑ Duplex C) Townhouse ❑ Addition Q Accessory structure Proposed Area: 1" Floor: 879 2"d Floor: 896 Garage: 539 Total SF: 2,314 Describe Proposal (include cross street): Build 1 1,775 square foot 2 bedroom SFR between Union and Jackson Street Valuation: -S350,000 %•�1 .,.�_t Owner: John Knudson Address: 325 S Cobb St City: Arlington State: WA Zip Code: 98223 Phone: 425-232-2638 Email: Jknudson3549@icloud.com Applicant: Eagle Country Construction Address: PO Box 1304 City: Marysville State: WA Zip Code: 98270 Phone: 360-548-3067 Email: csetzer.ecc@gmail.com Contractor: Eagle Country Construction Address: PO Box 1304 City: Marysville State: WA Zip Code: 98270 Phone: 360-548-3067 Email: csetzer.ecc@gmail.com Contact Person: Carl Setzer License Number: EAGLECC942NZ Expiration: . 08/09/18 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION o Department of Community & Economic Development r IN �. 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 2 U Sink (1.5) x 5 [] Shower (2.0) x ® Lavatory (1.0) x 3 f Clothes Washer (4.0) x 1 ❑ Water Closet(2.5) x Dishwasher (1.5) x 1 C Water Heater x 1 Hose Bibb (2.5) x 2 Water Heater Model# D Other (list) x Plumbing Section Continued Proposed Water Piping Size: 5/8" Proposed DWV Material: PVC Proposed Piping Material: PVC Proposed DWV Size: 1 1/2 • 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 ti <. �` 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: 0 Furnace (80+) Model# AFUE Heat Pump Model# Daikin SEER HSPE ❑ AC Unit Model# SEER ❑ Type II Hood ❑ Commercial Cooking Appliance 1�1 Hydronic Piping ❑ Boiler Q Solid-Fuel Appliance ❑ PV System 0 Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove Gas Piping ❑ Other 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- /- 7 Print Applicants Name: A- �Z Received M r 6116LP f1F(` Page 3 of 3 •/ 41 1 12/28/2017 EAGLE COUNTRY CONSTRUCTION INC Search L&I Washington State Department of Labor & Industries EAGLE COUNTRY CONSTRUCTION INC Owner or tradesperson PO BOX 1304 Principals MARYSVILLE,WA 98270 360-454-5137 HANSEN,ROCHELLE MARIE,PRESIDENT SNOHOMISH County HANSEN,MICHAEL JAMES,VICE PRESIDENT MORROW,CHARLES C SR,PRESIDENT (End:07/25/2016) MORROW,NINA S,VICE PRESIDENT (End:07/25/2016) Doing business as EAGLE COUNTRY CONSTRUCTION INC WA UBI No. Business type 602 491 125 Corporation Governing persons MICHAEL J HANSEN ROCHELLE M HANSEN; CHARLES C MORROW; NINA S MORROW: License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. EAGLECC942NZ Effective—expiration 08/09/2006—08/09/2018 Bond CBIC $12,000.00 Bond account no. SG8266 Received by L&I Effective date 08/09/2006 08103/2006 Expiration date Until Canceled Insurance Endurance American Specialty 1 $1,000,000.00 Policy no. Q259694 Received by L&I Effective date https://secure.ini.wa.gov/verify/Detaii.aspx?UBI=602491125&LIC=EAGLECC942NZ&SAW= 112 12/28/2017 EAGLE COUNTRY CONSTRUCTION INC 02/02/2017 02/02/2017 Expiration date 02/02/2018 Insurance history Savings ... ............. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 876,285-01 Doing business as EAGLE COUNTRY CONSTRUCTION INC Estimated workers reported Quarter 3 of Year 2017"7 to 10 Workers" L&I account contact TO/KRISTI LINN(360)902-4620-Email:LINB235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept,of Laboi&Ji dUstries.Use of-this site is subject to the laws of the state of Washington. https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602491125&LIC=EAGLECC942NZ&SAW= 2/2 Existing Address] I 1 317 I 732.6 Original address 325 S Cobb Avenue This house burnt down and is no longer there 333 Proposed Addresses I 317 321 S. Cobb Avenue 323 S. Cobb Avenue 325 S. Cobb Avenue 333 r. rn w 40 ' 7 V*j so to 1; _ OL AN Vicinity Map Permit Information Date 12/1/2017 Permit Number 1759 Project Name Knudson Applicant Name Eagle Country Construction Applicant Address P.O.Box 1304 City,State,Zip Marysville,WA 98270 Contact Carl Setzer Phone 360-548-3067 Email csetzer.ecc@gmail.com Permit Type ZON Site Address 323 S.Cobb Avenue Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 2314 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 323 S Cobb Avenue KNUDSON JOHN W EST Review Date Type Description Target Completed Assigned Status Date Date To Site plan shows 20'front yard setback that matches existing homes ,Dn the street.The lot coverage on lot 2 is 38%-3%over the I(rstin Approved 12/28/2017 ZON allowable amount.The lot coverage for Lots 1 and 3 is 32%-3% 12/28/2017 Kristin with under the allowable amount. Due to the lot coverage overage of lot 2 Conditions all lots(1-3)will not be allowed to add impervious surface.Per MH Application calculations do not match the site plan calculations.Need 12/5/2017 ZON to resubmit with correct numbers.Also Lot 1 and Lot 3 need to match 12/8/2017 12/5/2017 Amy (Denied the setback of Lot 2 or Lot 2 needs to match the setback of Lot 1 and IRusko Lot 3. 12/5/2017 ZON 12/8/2017 Kevin ]In Review Olander 12/5/2017 ZON(Project will require paving of alley from closest main to furthest lot 12/8/2017 12/12/2017 'Nova In Review line. IHeaton 12/5/2017 ZON ater&Sewer connection fees will apply for this new SFR,LT 12/8/2017 �12/612017 PW Complete dmin Rev 12/5/2017 Z ON 12/8/2017 Re Sew- In Review 12/5/2017 ZON 3'water main is on the west side of Cobb street.GS 12/8/2017 12/7/2017 Rev Wat Complete Uploaded Files I Upload File Date File Uploaded t3 12/5/2017 3:41:45 PM 1758 Lot 2 Site Plan.pdf Foster,Kristin x 12/5/2017 3:41:45 PM 1758 Lot 2 A,pplication.0f Foster,Kristin x 12/5/2017 3:41:45 PM Proposed Address Cobb.pdf Foster,Kristin 12/5/2017 3:41:45 PM Knudson 3 Lot Site Plan.pdf Foster,Kristin X - RESIDENTIAL ZONING 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:325 S Cobb St, Arlington, WA Plat:Cobb Addition Owner/Applicant: Eagle Country Construction Address: PO Box 1304 City Marysville State:WA Zip Code:98270 Phone: 360-548-3067 Email: csetzer.ecc@gmail.com Describe Proposal (include cross street): Build SFR on existing lot Please check one: [5 Single-family dwelling Duplex Addition 1:3 Accessory structure 1. Proposed Dimensions: W)24' 6" L) 61 H) 241711 Total SF) 1,498 2. Allowed Lot Coverage:Total Lot Size 3800 SF x 35% = 1330 SF 3. Actual Lot Coverage:(SF of all structures') 2401 T 3800 (lot size) = 63 % 4. Septic Tank? U Yes U No Private Well on Site? UYes M 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?0 if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that appl)i 0 Fire Sprinkler System Fl Medical Equipment Lawn Sprinkler System F-1 Livestock Drinking Tanks Decorative Pond/Fountain U Hot Tub Re-circulating Heating System Swimming Pool Received Other Applicant Signature: Date: 12- ' This square footage should include the footprint area of all structures on the properly including:house,garages,sheds,covered patios,and decks permitted by the building code. Rev 0412013 - j z _ N REVISED "' N H Received O A@11V l7FC t 3 ?W Z 0 2 O 0 V) AeM.APQ Q pasodad ;-i p) 0 z OLM m a -4o O U Z T o cn O -24' 6 Ln �- m Z p ry uj J L ry LL Q D a z N I � N ei o ! o W o i � H L _ I � V 5 . I 4aJodLn $+ L O O r cl o m Ln N N CO 43u8JluollesllUUl +, z J N O U O C/) N 00 z 0) I- O O a `° m O U r-1 m O 00 mJany ggOD S o Ln O0 ri l w N Z (n° O V Q- w E J v _ U 4 Q = C7 ❑ F- W :. �'f '` �. , Permit Information Date 12/1/2017 Permit Number 1759 Project Name Knudson Applicant Name Eagle Country Construction Applicant Address 325 S Cobb City, State,Zip Arlington,WA 98223 Contact Carl Setzer Phone 360-548-3067 Email csetzer.ecc@gmail.com Permit Type ZON Site Address 323 S.Cobb Street Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 2314 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 00411701101600 325 S COBB ST KNUDSON JOHN W EST 111 Single Family Residence-Detached Review Date Type Description Target Date Completed Date Assigned To Status 12/5/2017 ZON 12/8/2017 -Amy Rusko In Review 12/5/2017 ZON 12/8/2017 Kevin Olander In Review 12/5/2017 ZON 12/8/2017 Nova Heaton In Review 12/5/2017 ZON 12/8/2017 PW Admin Rev In Review 12/5/2017 ZON 12/8/2017 PW-Sew-Rev in Review l2/5/2017 ON 1 112/8/2017 PW-Wat-Rev JIn Review Uploaded Files Upload File i Date File Uploaded B 12/5/2017 3:41:45 PM 1758 Lot 2 Site Plan df Foster, Kristin x 12/5/2017 3:41:45 PM 1758 Lot 2 Application.pdf Foster, Kristin X 12/5/2017 3:41:45 PM Proposed Address Cobb.pdf Foster, Kristin 2( 12/5/2017 3:41:45 PM (Knudson 3 Lot Site Plan.pdf I Foster,Kristin I x RESIDENTIAL ZONING 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:325 S Cobb St, Arlington, WA Plat_Cobb Addition Owner/Applicant: Eagle Country Constructi9on Address: PO Box 1304 City:Marysville State:WA _ Zip Code: 98270 Phone: 360-548-3067 Email: csetzer.ecc@gmail.com Describe Proposal (include cross street): Build SFR on existing lot Please check one: 1!J Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W)24' 6" L) 61 H) 241711 Total SF) 1775 2. Allowed Lot Coverage:Total Lot Size 3800 SF x 35% = 1330 SF 3. Actual Lot Coverage: (SF of all structures')1775 _ 3800 (lot size) = 0.467 % 4. Septic Tank? ❑Yes EINo Private Well on Site? ❑Yes Il 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?0 if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check a0 that appl}o [] Fire Sprinkler System r] Medical Equipment Lawn Sprinkler System D Livestock Drinking Tanks �] Decorative Pond/Fountain nI Hot Tub 0, Re-circulating Heating System OI Swimming Pool ROcf'lVeCr Other OU 0 4 ni? Applicant Signature: Date: 2 l - 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 PLYWD PER PLAN FRAMING #4 @ 16" O.C. w/ 10d @ 6" EDGE PER PLAN 24 112 0 o ti�ti9 @ EAJ N A35 — a � @ EA JST a 44226 0 �� 2x6 P.T. PLATE w/ SEE DETAIL 1 % "0x10" A.B. AL FN Z/2/L i t, @ 1$° O.C. A ALT TOP CONN E)IF 3 3-01- 19 Scale: 112"= V-0" 1 • 6" MIN • f 2.5" CLR 6" CONC WALL W/ 2x BLK'G"SP�A (2)#4 CONT @ TOP FOR (#4V @ 16"OC#4H@10"O.C. w/ SEE DETAIL 1 6'-0" MAX B TOP CONN @ PARALLEL JST • #4x 24 @ 16" OC GENERAL FOUNDATION NOTES CONC FTG PER IBC 2015 EDITION PLAN w/ 35 PCF EQUIV FLUID PRESSURE 2'- 4" (3) -#4 CONT 2000 PSF SOIL BEARING MIN 50 PSF TOE SURCHARGE(SLAB) 8H LATERAL SEISMIC LOAD • 5 1/2 SACK CEMENT PER CUBIC YARD 2500 PSI MIN COMPRESSIVE STRENGTH 0 \ MAX 6 GALLONS WATER PER SACK \ � 000a000 1 0 � GRADE 60 STEEL FOR#5&LARGER o 0pp0 \ GRADE 40 STEEL FOR#4&SMALLER • . 0 00 °p 00 BACKFILL WITH POUROUS MATERIAL 3„ I r„ s, 0000\ DO NOT CREATE UNEQUAL BACKFILL UNTIL $" J 5.5 FOOTING BACKFILL IS COMPACTED IN CLR 17" PLACE JOISTS MAY BE HUNG INSIDE WALL WITH COMPACTED BACKFILL FTG DRAIN IN MUD SILL RIPPED TO FIT- @ 1:4 (V:H) MAX SLOPE GRAVEL POCKET WATERPROOFING BY OTHERS EXTEND 6'-0" MIN EXTEND TO DAYLIGHT TOP RESTRAINED FND WALL NTS Received rAqI-L GOUtN'MY 1-405 FLAN _ KNUpsoN Ups-A-T1 ,Tol?, 0a2't FEB 0 5 2018 FOUNPA-I-roN XFvrSroN �� I I PO BOX 952 Title 8'(4'UNBALANCED) Page: 1 LYNNWOOD,WA 98046 Job#: Dsgnr: amg Date 2 FEB 2018 UPS I I L (206)280-4715 Description.... 1 SERVICES@UPST8.COM KNUDSON This Wall in File:C:\Users\Andy\Documents\UPST8 MAIN\2017(0695-0866 Orange)\0824 Eagle Country-P RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06060767 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,AC1 530-13 License To.Upstate Engineering Criteria , Soil Data t Retained Height = 5.50 ft Allow Soil Bearing = 2,000.0 psf Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Total Wall Height = 6.00 ft At-rest Heel Pressure = 32.0 psf/ft Top Support Height = 6.00 ft Passive Pressure Soil Density M. C Slope Behind Wal = 0.00 FootingIlSoil Frictior Q y y Height of Soil over Toe = 24 00 in Soil height to ignore O for passive pressure yQ m R�44226R�p S+ I S16 S/ONAL 2-1Zi�_ Thumbnail DFIRES 3-01- ly Surcharge Loads ' Uniform Lateral Load Applied to Stem I Adjacent Footing Load I� Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 Ibs >>>Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0 0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Load Type = Wind(W) Footing Type Line Load (5trengtn Level) Base Above/Below Soil Axial Dead Load = 245.0 Ibs at Back of Wall = 0.0 ft Axial Live Load = 335.0 Ibs Wind on Exposed Stem= 0.0 psf Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 Earth Pressure Seismic Load Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Stem Weight Seismic Load Fp/Wp Weight Multiplier = 0 000 g Added seismic per unit area = 0.0 psf Design Summary Concrete Stem Construction Total Bearing Load = 1,687 Ibs Thickness = 6.00 in Fy = 40,000 psi .resultant ecc. = 1 89 in Wall Weight = 75.0 psf fc = 2,500 psi Soil Pressure @ Toe = 1,066 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 1,066 psf OK Allowable = 2,000 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top&Base @ Base of Wall ACI Factored @ Toe = 2,176 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 550 psf Design Height Above Ftg = 6.00 ft 2.48 it 0.00 ft Footing Shear @ Toe = 0.0 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 0.1 psi OK Rebar Spacing = 16.00 in 16.00 in 16.00 in Allowable = 75.0 psi Rebar Placed at = Edge Edge Edge Reaction at Top = 146 9 Ibs Rebar Depth 'd' = 3.50 in 4 00 in 3.50 in Reaction at Bottom = 477.3 Ibs Design Data Sliding Stability Ratio = 3.51 OK fb/FB+fa/Fa = 0 000 0.342 0.000 Sliding Calcs Mu.. Actual = 0.0 ft_# 597.9ft-# O.Oft-# Lateral Sliding Force = 477.3 Ibs less 100%Passive Force- - 1,001.5 Ibs Mn*Phi....Allowable = 1,521.9 ft-# 1,746.9 ft-# 1,521.9ft-# less 100%Friction Force= 675.0 Ibs Shear Force @ this height = 236.6 Ibs 537.81bs Added Force Req'd = 0 O Ibs OK ....for 1.5 Stability = 0.0 Ibs OK Shear.....Actual = 5.63 psi 12.80 psi Vertical component of active lateral soil pressure IS Shear.. Allowable = 75.00 psi 75.00 psi NOT considered in the calculation of soil bearing Other Acceptable Sizes&Spacings: Toe: None Spec'd -or- Not req'd:Mu<phi*5"lambda*sgrt(fc)*Sm Load Factors Heel:None Spec'd -or- Not req'd:Mu<phi*5*lambda*sgrt(fc)*Sm Building Code IBC 2015,AC1 Key: No key defined -or- No key defined Dead Load 1.200 Live Load 1.600 Earth,H 1 600 Wind,W 1 000 Seismic,E 1.000 i PO BOX 952 Title 8'(4'UNBALANCED) Page: 2 LYNNWOOD,WA 98046 Job#: Dsgnr: amg Date: 2 FEB 2018 UPSTATE (206)280-4715 Description. 1 ell gMce ,U SERVICES@UPST8.COM KNUDSON This Wall in File:C:\Users\Andy\Documents\UPST8 MAIN\2017(0695-0866 Orange)\0824 Eagle Country-P RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06060767 Restrained Retaining Wall Code: IBC 2015,AC1 318-14,ACI 530-13 License To:Upstate Engineering Concrete Stem Rebar Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0 in2/ft (4/3)*As: 0 in2/ft Min Stem T&S Reinf Area 0 864 in2 200bd/fy:200(12)(3 5)/40000: 0.21 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0 0018bh:0 0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area: 0 15 in2/ft #5@ 25.83 in #5@ 51 67 in Maximum Area: 0.7112 in2/ft #6@ 36.67 in #6@ 73.33 in Mmax Between Ends Vertical Reinforcing Horizontal Reinforcing As(based on applied moment) 0.0541 in2/ft (4/3)'As: 0.0722 in2/ft Min Stem T&S Reinf Area 0 507 in2 200bd/fy:200(12)(4)/40000: 0.24 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh:0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of Required Area 0 1296 in2/ft #4@ 16 67 in #4@ 33.33 in Provided Area: 0 15 in2/ft #5@ 25 83 in #5@ 51.67 in Maximum Area 0.8128 in2/ft #6@ 36.67 in #6@ 73.33 in Base Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment) 0 in2/ft (4/3)"As: 0 in2/ft Min Stem T&S Reinf Area 0.357 in2 200bd/fy:200(12)(3.5)/40000: 0.21 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0 144 in2/ft 0 0018bh:0 0018(12)(6): 0 1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area 0.15 in2/ft #5@ 25 83 in #5@ 51.67 in Maximum Area 0.7112 in2/ft #6@ 36.67 in #6@ 73.33 in Q'�Q M,y0� Footing Strengths&Dimensions Footing Design Results )I = 7 Toe Width = 0.46 ft loe °cl Q Heel Width = 113 Factored Pressure = 2,176 550 psf -- Total Footing Widtt = 158 Mu':Upward = 212 149 ft-# p 44226 Footing Thickness = 9.01 in Mu':Downward = 42 168 ft-# S;aNAL Key Width = 0.00 in Mu: Design = 170 19 ft-# 2 2 2 Key Depth = 0.00 in Actual 1-Way Shear = 0.00 0.08 psi EXPFES 3-01- 1� Key Distance from Toe = 0.00 ft Allow 1-Way Shear = 7500 75.00 psi fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min footing T&S reinf Area 0.31 in2 Min.As% = 0.0018 Min footing T&S reinf Area per foot 0.19 in2 ift Cover @ Top = 2.00 in @ Btm= 3 00 in If one layer of horizontal bars: If two layers of horizontal bars: #4@ 12.33 in #4@ 24.66 in #5@ 19.11 in #5@ 38.23 in #6@ 27.13 in #6@ 54 26 in i PO BOX 952 Title 8'(4'UNBALANCED) Page: 3 LYNNWOOD,WA 98046 Job#: Dsgnr: amg Date: 2 FEB 2018 S L A T E (206)280-4715 Description.... ng SERVICES@UPST8.COM KNUDSON This Wall in File:C:\Users\Andy\Documents\UPST8 MAIN\2017(0695-0866 Orange)\0824 Eagle Country-P RetainPro(c)1987-2016, Build 11.16.07.15 License:KW-06060767 Restrained Retaining Wall Code: IBC 2015,AC1 318-14,ACI 530-13 License To:Upstate Engineering Summary of Forces on Footing : Slab is NOT resisting sliding,stem is PINNED at footing !� Forces acting on footing for overturning,sliding,&soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... Ibs ft ft-# Resisting Moments... Ibs Ibs ft ft-# Stem Shear @ Top of Footing = -336.1 0.75 -252 4 Surcharge Over Heel = Heel Active Pressure = -141.2 0.37 -51.9 Adjacent Footing Load = Sliding Force = 477.3 Axial Dead Load on Stem = 5800 071 4109 Overturning Moment = -304.2 Soil Over Toe = 100.9 0.23 23.1 Footing Overturning Stability Ratio 351.83 Stem Weight 450.0 Surcharge Over Toe - 0.71 318.8 Net Moment Used For Soil Pressure Calculations 265.5 ft-# Soil Over Heel = 378.2 1.27 480.8 Footing Weight = 178.4 0.79 141.2 Net Mom.at StemlFtg Interface= 265.5 ft-# = Allow.Mom.@StemlFtg Interface= 951.2 ft Total Vertical Force 1,687 5lbs Resisting Moment = 1,374.9 Allow.Mom.Exceeds Applied Mom.? Yes Therefore Uniform Soil Pressure= 1,065.5 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. M. z � 44226 a ONAL LNG LIZ17 D1 S EXPIRES 3-01- 19 PO BOX 952 Title 8'(4'UNBALANCED) Page: 4 UPLYNNWOOD,WA 98046 Job#: Dsgnr: amg Date 2 FEB 2018 A I E (206)280-4715 Description... ng SERVICES@UPST8.COM KNUDSON This Wall in File:C:\Users\Andy\Documents\UPST8 MAIN\2017(0695-0866 Orange)\0824 Eagle Country-P RetainPro(c)1987.2016, Build 11.16.07.15 License:KW-06060767 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,AC1 530-13 License To:Upstate Engineering Rebar Lap& Embedment Lengths Information Stem Design Segment Near Top Support Stem Design Height: 6.00 ft above top of footing Lap Splice length for#4 bar specified in this stem design segment= 15 60 in Lap Splice length for#4 bar extending up into this stem design segment from below= 15 60 in Development length for#4 bar specified in this stem design segment= 12.00 in Development length for#4 bar extending up into this stem design segment from below= 12.00 in Stem Design Segment at Mmax Between Ends Stem Design Height: 2.48 ft above top of footing Lap Splice length for#4 bar extending down into this stem design segment from above= 15.60 in Lap Splice length for#4 bar specified in this stem design segment= 15.60 in Lap Splice length for#4 bar extending up into this stem design segment from below= 15.60 in Development length for#4 bar extending down into this stem design segment from above= 12.00 in Development length for#4 bar specified in this stem design segment= 12.00 in Development length for#4 bar extending up into this stem design segment from below= 12.00 in Stem Design Segment at Base Support Stem Design Height: 0.00 ft above top of footing Lap Splice length for#4 bar extending down into this stem design segment from above= 15.60 in Lap Splice length for#4 bar specified in this stem design segment= 15.60 in Development length for#4 bar extending down into this stem design segment from above= 12.00 in Development length for#4 bar specified in this stem design segment= 12 00 in Hooked embedment length into footing for#4 bar specified in this stem design segment= 6.00 in As Provided= 0.1500 in2/ft As Required= 0.1296 in2/ft W ti y 0 a -7 Q Q 44226 FcistE� sS/ONAL ECG VZ1Z015 EXPIRES 3-0171� HNLehtinen BY-- Date i�,-nngg.Vtpq9 -- 4120 Hoyt Ave. Page No. Of Everett,WA 98203 (425) 252-2373 PROJECT NAME IlRomcr NUMBER LOCATION NG-1 �. . _ _.-._... - CLIENT cr— - - lV DESIGN CRrrER.lA CODE 2,015 LIVE LOADS FLOOR SNOW WIND --m pj SEISMIC DEAD LOADS ROOF to f 1-1 T WAS FLOOR �,, 1 l SOIL VALUES BEARING .200-) kw 24328 l.A,rF,RAL CALCUJ "'IONS 1,'.I' lFa) KY• .��;i� DATE �l'lUJCrlJRALONl,Y ADDITIONAL.STRUCTURAL.ENGINFERING UQUIRRMEWS 012 CI IA NG KS� TO PLANS ENGINEER'S SEAL ARY,AJSSII0WNSLIT. IS FOR LATERAL NOTES,SCRFDULFS AND DETAILS PER SIlT I-A)ADSONLY, MUSS NOTED Receiveci flFr, 9 4 Zol? �qt2mtfc) IHNL,ehtinen }iy Date l Y1h'lnt4-idll_g Page No. of 4120 Hoyt Ave. T- [?ver•ett, WA 98203 (425) 2i2-2373 E I S M Ili LOAD p l S7_R I B U T I O N ASC1", 7-10 per Flguivalent Lateral Force 17..8-1 in ASCE 7- 10 grid ecluar.ion 12.8-2 in ASCI. 7-10: �XV tic re-: V ,W effective seismic- weight Cs - Cs = seismic I-espoflse coefficient l 1 I = occupancy imporcarice factor -- 1 Per ASCI' 7-10 Section 11.5.1 and Table 1.5-2 R = resporise. modification factor Sf,S" design spectral response acccleraclon parameter in thc: short pe"rlocl range Now, perASC:F. J--10 '1'ahlc- 1?..1/ I ;fnci c(lu;ftions 11.8 .1.1 and 12.812 in ASCE 7-•10: R *2 l')r oidinary r(-infi)rc vd ntasoill y sltc�ar wa11 foundation <<' 6 >/1 for frafltc•cl walls with plywc�cul r C V fUx hF 'O7117 - 01-71 ` 01,7 1 17 5 D D.S IINI-,ehtinen A'rigineerin Pagc No. 4120 lloy( Ave. F.'verelt, WA 9820.1 (425) 2-52-237-1 ON (34 i"l-K) , VVT 10 PSF X .. Fi C) x 2 t C; 2- A-F 0 vv ) t FINLehtinen BY— ---. Date. F,ngiAccring 14120 My( Ave. Everett, WA 982(13 (425) 2.S2-.2373 VE-RT I DI STR I BUT 100 Wx h x w i h Wi h �3 16 30c) 2513 2,0 70TA 9 2L, 02- 2,S Ol Z/902- HNI.ehtinen Vxigingering 4 120 1 loyl Ave. U,vcrett, WA 98203 (425) 252-2373 LATERAL BRACING DE-S.1(3—N WIND: 110 Mpli b- on T(k),Lin'-0—i 1— 2 50, 23.1 23.1 20.2 19.3 19.3 161 40' 2$.5*' 7.1.ti 16.5 &A 110 701 10.G 19.6 1s.9 F F 18.1 18.1 1&.4 20 177 1 I 19.1 17.2 17.2 14.6 16.1 16.7 14.5 In A S C.E.1.--I OJE_q! Z'I_!-3-I vqj j_ _p OK ty Le5s -(!.,---0.00256Kz KA Kd V ASCE 7-10 ktz- topo(iraphic factor, Kd- directionality factor Tab I v,2 7.6-1 Part 2: Wind Loads—Walls K 21 1.0 kd=0.85 Expoitire B 1� �� ,E 17, FRF 111 'cS f3J FER 2L 3ol F�T W / A/D C-1 C)VE P,�4 (V DID' ' I HNLehtinen BV Date Engineering Page No. _ _ of 4120 Hoyt Ave. l;vcrett, WA 98203 (425) 252-2373 a 44 s KID r 3 ¢, HNLehtinen Date .1.4,nglneering Page No. of ,1120 lioy( Ave. F,verett, WA 98203 (425) 252-2373 ZEou 4-V z 17 (kE 9J TINI,ehtinen Bv Date L.n 'neerin Page No. of 4120 Hoyt Ave. Fverett, WA 98203 (42S) 252-2373 4t_ x J 7/- j / 14 7C6-r /J , ,-6 �J t USE 2&o 2-- 22_T (3 T? 4- I /13 + 4 SW 2-- j;J:- I-INLehtinen 13,y. _ Date H�n�ineerin� 4120 Hoyt Ave. Everett, WA 98203 Page No. I - of - —T (425) 252-2373 w J�(v -x - -3LZ fi /4, �l Sit ;O,� IINI,ehtineri 4120 Hoyt Ave. Page Xp.- 0 t, 1J',vcre(t, WA 98203 (.125) 252-2373 SHF-ARWAIULAND DIAIJiGRAM S('Iif:[)LJt F MARK Af.1 OW MATERIAL. EDG)f- N A 1-11 N Gj ANC,'"riOR PI.ATF REMARKS I OAD 13 1-K'G EDGF f:1 1.) f3ol-1-S NAIL-ING ROPI 180 PIL,— Y?-," COX. , No 8 d Op 6'1 Min. std. []0pr 215 f X-----p�- �/4 Cf. No Min. std. !*W.), 260 f)(1 V4," CDX Y e s 8 d CJ R d((A)I JW@00I.Mlo 40n SI(I 2-f MSO?l • Anchor Bolts for' foundation only • T' sq. washers, galvanized. .82 koef'. forJIF# members • '390 #/ft. 3x members foF shear walls' > Existing Address I 317 i Q Original address 325 S Cobb Avenue This house burnt down and is no longer there r 333 Proposed Addresses 317 321 S. Cobb Avenue W Q m 323 S. Cobb Avenue m O rN .-OF 325 S. Cobb Avenue 333 f - fli, pop AL 14 OL A 'W7,--5 FF�� i O yy 1 lW y' r- 3 Vicinity Map E t ' ' Al lb '� �• I ti ` I OF 1 r r s op "r.4 ob - � t • .h. 1 � ��•� � • 1 '� 1 .. � • �r � C 1� � , � � � ,c. �• �w . , ,�. �'t � i � 1 � � �t �- , 1 i + �'`�� i 1 � 1��� �• IC �'� la f •� 1 • � lL�. j ��� .� � � � �s • � . • �• � r � '.� ��~ h / f � .�. 1r � �.7 1•'�/ 1� Z �� • � �•� '� '� � ��y 1 � 1 L i ., 1 ' • __ � i t :fir _ • ► . t 4; tb • �; a ,s\ram, � • �,' 3 Ar • An., Y or r� -AWL ' `4 •y r • lift �. . J.T t� Y 1 ,� 1 �' l � I • . ! -ply.► � _ • � - � �. Cam ` l 1 � Y ♦ r. �y I r 4 j w � � y - �" - r ' ob i �' 0•• o C! �•. t 1 if S , .r �' , 1 • 10 Ole i - �. - r • -^am . 7 V M i ! IIL 1 • k i /�{ R •!mil _ r _ �w r - �� - f f J ' 1 � i i y Permit#: 1760 Permit Date: 12/01/17 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Knudson Applicant Name: Eagle Country Construction Applicant Address: P.O. Box 1304 Applicant, City, State, Zip: Marysville,WA 98270 Contact: Carl Setzer Phone: 360-548-3067 Email: csetzer.ecc@gmail.com Scope of Work: New SFR Valuation: 231000.00 Square Feet: 2314 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 01/12/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00411701101701 323 S Cobb Avenue KNUDSON JOHN 110 Senior Citizen W EST Exemption Residual Contractors Contractor Primary Contact Phone Address Contractor Type License License# Eagle Country CONSTRUCTION Labor and Construction Carl Setzer 360-548-3067 PO Box 1304 CONTRACTOR Industries EAGLECC942NZ Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 02/12/2018 R20.SFR/DUPLEX Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 12/05/2017 RESIDENTIAL SINGLE BUILDING FAMILY Fees Fee Description Notes Amount Building Plan Review Table 4-2 $1,592.57 Building Permit Table 4-1 $2,450.11 Heat Pump/Heat Exchangers $25.00 Mechanical Base Permit Fee $25.00 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit $168.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Water Heater(Tank) $25.00 Traffic Mitigation-SF Single Family $3,355.00 Total $9,841.18 Attached Letters Date Letter Description 12/28/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/01/2017 Kimberly Meyer 67524323 cc $1,592.57 01/12/2018 Innovative Investments check#10416 Launa Black $8,248.61 Outstanding Balance $0.00 Uploaded Files Date File Name 01/02/2020 6044070-1760 3-27-18IC.pdf 04/06/2018 3226370-0824 STAMPED LTR 180404.pdf 02/06/2018 3014902-0824 STAMPED FOUNDATION REVISION 2-1-18.pdf 01/12/2018 2947851-1760 Issued Permit.pdf 12/05/2017 2820746-1760 Application.pdf Q) V1 0 ------ - — ----- a OD V L —,-- ! �l E:1 - n co - 1:1 _ _o�r 50 40 Option? U U U -- �_ -- -- -_ -- - �U _ -- -- MIN CRAWLSPACE • � _ E Q 7 in am 0 U I�III 11-1 I I o 1�u II��II _ IIII�IiT� � LEFT SIDE EEEVATI❑N M I111111=111 2 -ST SECTION c' IRC-602 WALL BRACING PANEL SCHEDULE — 2 STORY c o 0 N aE PLYW❑QD/❑SB NAIL 8d 6' D.C. (EDGE) @ 3/8'x4'x8' NAIL 8d 12' ❑.C, (FIELD) /w M O G,W,B,- 1/2'x8'x8` 5cl Cooler / Wallboard Nalls ®© v)(ONE FACE) 7" ❑,C, THRU❑UT ® ao z OG.W,B,— 1/2'x4'x8' 5d Cooler / Wallboard Nails Si,2 0 Q C (TWO FACES) 7' ❑,C, THRU❑UT s I O1—Story Alt. braced pnl Nail 8d 06 O.C. (edge) 5/12 3/8"x2 —8"x10' or less Nail 8d ® 12" O.C. (field) PLYWD/OSB —1 FACE Blocking reqd all edges Anchr Bolts— 2® qtr points � holdowns: 1800# each end ® m 00 0 2—Story Alt. braced pnl Nail 8d @ 4' O.C. (edge) 3/8"x2'-8"x10' or less Nail 8d ® 12" O.C. (field) PLYWD/OSB —2 FACES Blocking reqd all edges Anchr Bolts— 3® 1/5 points holdowns: 3000# each end i.e. SIMPSON STHD14 General Notes: Braced wall panel sole plates nailed to floor & top plates © [� shall be anchored to framing above Im When joists perpendicular to braced wall lines, provide blocking under and in—line with braced wall panels. REAR EL 1=VATI❑N SCALE: 1'=8 FT R00 LJ®IJ ooa 000 ry 101[]0 W H Q \\ Q FRONT EL_EVATI❑N z Q CM oRLING TON BUILDING DEPARTMENT APPROVED No \7 CD7=1 Window fifin F NOD CHANM A IdRIZ'L=t3 M 50 40 Option? MESS APPROVED BYTHE BUILDING RMECTOR �° S� 2017 SCALE so OFFICE SHEET COPYi/4"=1 FT RIGHT SIDE EEEVATI❑N 1 � 1 G R-21 WALL INSULATION 16d O 8" o.c. 6x6 HF#2 OVER SHEARWALL , 24x24x12 CONC PIER EDGE NAILING RIM BOARD PER MF R, TYP TYP 4 PLCS JOIST: PER PLAN BREAK SHT'G ON 31' BLK'G OR RIM SOLID BLK'G OVER POSTS JOIST ONLY 10'-2" 5'-9" 8' 3/4" T&G OSB FLRG - FASTEN R-30 UNDERFLOOR 8 o.c. EDGES, 12 o.c. INT INSULATION WHERE REQ'D w/ 10d DEF SHNK NAILS I m JOISTS PER PLAN A35 48" o.c. 0 2x8 HF#2 16' ❑.C. m R-30 INSUL - EA CAVITY BEAM DOUBLE TOP PLATES C'7 00 N ,D SEE FOUNDATION PLAN DETAIL -' Co �- - INTER— FLOOR _ 3'-2" � � Q� POST CAP OR CLEATS ? NOT TO SCALE zQ r 4"x4" POST P.T. OR OVER 90# ROOFING ° V 1 w/ POS CONN OR SIMPSON PB44 2� 6 MIL BLK POLY VAPOR BARRIER N SC ID BLOCK B EE JOISTS OVER BEAMS, 6 �\ (2) #4 REBAR IN CONTIN FTG WALLS, ETC. PEr IRC 502.7 0 18" WIDE OR `.0"x2O" SQ PIERS UNDIST SOIL - MIN 2000 PSF BRG �2 l OR 24' DIA RND PIERS 1.0 y I V) CENTER BEAM DETAIL J OU � �� 3 . ukU15 � SCALE: 1 2 FT > o ��"° 0 3 R-- 21 WALL INSUL w/ 2x6 STUD WALL � ~ U d VAPOR_ BARRIER - N ¢ Ln ri 1/2„ G.W.B. n, a N Fn 2x4 PT SILL PLATE w/ 1/2" x T&G PLYWOOD OR EQUAL 10"AB PER PLAN. 7" MIN EMBED o Q - SEE SPECS w/ 3"x3"xO.229" SQ WASHERS MIN ©1ST FLOOR JOISTS Q 2 I-A PC & w/IN 12" EA END & A U O 7x BOLT DIA MIN FROM END , 1-1 cf) _ 00 • � �j o WAS Q R-30 UNDERFLOOR INSUL. .� * I w • '7 6 MIL cu BLACK VAPOR BARR. ' y , 22' VENT 1/150 PER /\// 00 IRC 408.1CC REBAR ABOVE 00 z ;2r> VENTS �� ��\� #4 REBAR 18" o.c. HORIZ. Ile BOT OF WALL � � s-'' \ r /' ., 4'xB' HF#2 BEAM OVER 4'x4' DF#2 #4 REBAR 48" o.c. VERT POSTS (4x6 UNDER SPLICES) OVER 2- - STORY FO 0 TING �' i 90# R❑❑PING MATL OVER 16' WIDE 15 (2) #4 REBAR CONTINUOUS 7 t x 6' DEEP C❑NT. FOOTING t SCALE: 1'=2 FT 2 2' 2 9' 8' — — — — — f I ® � I Z I 6 -5 1/2" ( Q — �' 0 I _Da — D CCU p I I N 6'-3 1/2" I I jC R 2'x4' STUDWALL @ 16'0.C, C�el OR 2x6 STUDWALL 24' OC 0 I I I OLID BLOCK BETWEEN JOISTS OVER BEAM, WALLS, ETC. - PER IRC 502.7 2x4 PT SILL PLATE W/ 1/2' x10' AB 48' D.C. 7' MIN EMBED MIN 2 EA PC USING 3 SQxl/4 WSHR I I U, & W/IN 12 &, G.T. 7 BOLT DIA EA END 0 L — — — — — — _ Ld w 6 MIL VAPOR BARRIER�(�B�LAA&' ANCH❑f: B❑LT WASHERS4' Lr w I I 3'x3' SQUARE x 1/4" THK (11 ¢ F + + + + + I Q I CESS-IRC2012-408.4AC v + + + 18x24 CLEAR ❑PNG—FLR = cU I I 4' MIN + GRAVEL FILL I 16x24 CLEAR—SIDEWALL + +H \ z r` PER IRC R408.2 EARTH Q Y SPACED 2xPT NAILERS / SIDES + I I (1) W IN 36' FR ]I CORNERS #4 REBAR 18' O.C. H❑RIZ 5.07 -FT MIN U ING 6 I CO O `a 1 TOP 1& OTM OF WALL I MIN 8>t6 STD COH VENTSI 7 #4 RFBAR @ 18' ❑.C, VERT (2) #4 REBAR- C❑NTINUOUS I MOISTURE BARRIER PER IRC R4052.2- I I I T •ems 1, I I 6' TYPICAL GARAGE I I 6-MIL BLACK POLYETHYLENE GROUND COVER FOOTING I LAP SHEETS 12' & LAY OVER F❑OTINGS l2 SCALE: 1"=2 FT I I N m4 A .Q — — — O SCALE 1/4'=1 FT SHEET �� 3 CODE R E E E E N C E S EGRESS/ IRC -R310 Need to make deck water tight for BEDROOM SILLS 44'MAX H INTERPiATI❑NAL RESIDENTIAL CODE 2015 T❑ FINISHED OPENING INTERHATI❑NAL MECHANICAL CODE 2015 MIN 20'Wx24' HI OPENING DS — Down Spout INTERHATI❑NAL FIRE CODE 2015 5.7 SQ FT MIN - R310.1 p covered entry UNIT❑PMED PLUMBING CODE 2015 NOTE: ALL HEADERS WASHIrJGT❑N STATE ENERGY CODE 2015 14x8 HF#2 U.N,O, NOTICE OF LIABILITY. Written dimensions on these drawings / --f�/^ Insulate out ALL HOLD❑WNS, FRAMING ANCH❑RS & shall have preference over stated dimensions, Homeowner/ �^— f� f U �,' Contractor shall check & verify Ott dimensions and conditions `� SHEARWALLS MUST BE INSPECTED pertaining to the project prior to proceeding to the 31' / `�-"^t GG' construction hose. Beam sties are estimated but not �� � � I t 1 covered deck BEFORE C❑VERINGe Engineering certified. Any discrepancy shall be resolved with 8'-11 1/2ff 3 3, tj r„r— ( ���<,Pp � J P2B prior to proceeding with the work, or Contractor shall VH • I? `{•� 'rQf' �• accept full responsibility for rectifying same In event that O 3-DX5-D O �� f'1lh�brCl01� �"� O. 8 UNDERFLOOR INSPECTI❑N REQUIRED liablLity is Imposed on p2b, our Uabl[ity to you or any thlyd \ PRIOR l❑ INSTALLATION ❑F ANY party shall, not exceed the price paid for p2B's product. ,� L #Z FLOOR SHEATHING OR DECKING. SUBJECT TO FIELD INSPECTIONS, 4x8 DF 2 - 5' A CORRECTIONS & PROVISIONS OF 12'-0 1/2" nJ - - �,� PR❑NISI❑N SHALL BE MADE TO PLAN CHECK �� PREVENT WATER FROM C❑LLECTING 3050 B c� COVERED DECK \ IN CRAWLSPACE & FROM LEAKING LANDINGS / IRC R311,3 INT❑ BASEMENT FLOORS. x Door Wldthx36'D MIN \ 0-1 o/ tD # 7-3/4' MAX DROP I WALL BRACING PER CURRENT IRC A � BEDROOM 3 @ �' " 3" —DRY WIC `� X> 00 f302.10.1 Wall bracingin D1 seismic zone to meet the following; \ 1 3 —2 � ASHE V,T-R (� 9; ,.._, Bypass Doo �L/ brace wall panels in the corners and every 25' O.C. Offsets 4' max. 00 HOUSE F V T❑ 1 1 LL Plant Shelf R602.1011 Structures in seismic Categories D1 & D2 shall be provided o .--i EE TABLE � with exterior & interior braced wall lines. Spacing between braced wall I M — 0 2 lines in each story shall not exceed 25' O.C. in both longitudinal and LITY transver e directions. O BAT 4 A I CNCTD WHOLE HOUSE FAN VENTILATI❑N RAT PER IRC TRUSS ENGINEERING 1 ov SD 5 �2x30 PER IR! 2015 TABLE M1507,3,3 (l) SGL-STA BAT ATTIC ❑ & DESIGN ARE TO BE BY ; ;,, cA BON �cNcrD CCENS �D A FLOOR AREA BEDROOMS THE TRUSS MANUFACTURER PER IRC B1f C II -807 I SQ FT 0-1 2-3 4-5 6-7 >7 MO XIDE 30 iN < 1500 30 45 60 75 90 HIGH EFFICIENCY LIGHTING IRC-R315 IHEAIIR S 1 OV SD 1501-300(1 45 60 75 90 105 L« BAT 3001-4500 60 7s 90 10s 12o T❑ BE USED IN 75% OF I QG Bu 4so1-6o00 7s 90 1os 120 13s FIXTURES PER E-404,1 d �' PER IRCD RATES A ❑VE ARE MIN OUTDOOR AIRFLOW IN CFM 10 BATD ��,� INTERMI'rTENT >25% IN 4 HR M15070.1 Bu RUN TIME% 25% 33% 50% 66% 75% 100% ENERGY CODE COMPLIANCE INTCNCTD o N o L[1 3 FACTOR 4 3 2 1.5 1,3 i 2015 RESIDENTIAL PRESCRIPTIVE COMPLIANCE CHART ` PER IRC MASTER BEDRM o 0 ZONES 5 and MARINE 4 CHAP 51-1 1 R WAC 30`'® Ln °xo M U a TABLE 13406.2 SUMMARY FROM TABLE R402.1.1 i - OPTION DESCRIPTION CREDITS FENESTRATION U value 0.30 BEDROOM 2 BATH 1 0 1Ln la EFFICIENT BUILDING ENVELOPE la 0.5 SKYLITE U value 0.50 x vault 1n c� o CEILING R value 49 \ M.BATH N lb EFFICIENT BUILDING ENVELOPE lb 1.0 WALL R value 21 LO �' �' o X ° o 1 c EFFICIENT BUILDING ENVELOPE 1 c 2.0 I Cl! z o f o N Q d FLOOR R value 30 y L >�� �� 1 c EFFICIENT BUILDING ENVELOPE 1 d 0.5 SLAB R value 10-2ft 2a AIR LEAKAGE CTRL/EFFICIENT VENT 2a 0.5 DWELLINGS <1500 SQFT REQUIRE 1.5 CREDITS O �• O ;n w03 � 2b AIR LEAKAGE CTRL/EFFICIENT VENT 2b 1.0 DWELLINGS 1500 TO 5000 SQFT REQUIRE 3.5 CREDITS �' os� " 2c AIR LEAKAGE CTRL/EFFICIENT VENT 2c 1.5 DWELLINGS >5000 SQ FT REQUIRE 4.5 CREDITS Bypass Doo 01^ I cry 3a HIGH EI'FIECIENCY HVAC 3a 1.0 OPTION CODES WILL BE USED FOR THIS BLDG. 3b HIGH EFFIECIENCY HVAC 3b 1.0 �. CD Q HEATING DUCTS NOT ALLOWED TO DISPLACE INSULATION Hn1Hl�ffI BATHTUB i 3c HIGH EFFIECIENCY HVAC 3c 1.5 ✓ o J 3d HIGH EFFIECIENCY HVAC 3d 1.0 WITHIN THE EXTERIOR WALLS FLOORS & CEILINGS. �- g A a 4 HIGH EFFICIENCY HVAC DIST. SYS. 1.0 DUCTS SHALL BE LEAK TESTED PER RS-33 USING MAX 12 0 1/2 ,_ , 14 —8 1/2 m 5a HIGH EFFICIENCY WATER HEATING 0.5 DUCT LEAKAGE RATE SPEC'D IN SECTION 503.10.3. 4z8 DF 2 "o h 5b HIGH EFFICIENCY WATER HEATING 1.0 A WHOLE HOUSE AIR LEAKAGE TEST IS REQUIRED i I 5c HIGH EFFICIENCY WATER HEATING 1.5 A WHOLE HOUSE VENTILATI❑N SYSTEM IS REQUIRED. /) 3-Ox5-0 A � > u r +,, o A � 5d HIGH EFFICIENCY WATER HEATING 0.5 ALL EXTERI❑R LIGHTING FIXTURES AND 75% MIN VH i);_t3 L CO 6 RENEWABLE ELECTRIC ENERGY 0.5 OF INTERIOR LIGHTING TO BE HIGH EFFICACY 8'-11 1/2" rl A PROGRAMMABLE THERMOSTAT IS REQUIRED 41' \' POST ENERGY CODE C❑MPLIANCE CERT, W/IN 3 FT ° 89 SQT FT Heated ° OF ELECTRICAL PANEL o his Level ° d Ds 22 3-0x3-6 29 3'-8 1/2" Ds 8 ® 50 40 option? O 4x8 DF 2 42"Kitchen Window Wall Height M 2 _ B --- IE O I--- 36'REFRIG CLI O AZ M o�A� DISHWSH --- B I e I A — --------� 12/ 4S„ A n TJ:LLT o SEISMIC STRAP V/IN W +� � a o o KITCHEN COVERED PORCH �. T7 X ' UPR& LVR 1/3 Pt�R ¢IE ELEMENTS/SWITCHES OFa,WZ �zn C> 3W H M H 0�C7 I UMC 510.5. - PLUMB FURNACE TO BE MIN IS'= Atom 4 I C L&J I 3/-2// 5' �f8 ' (31 nl PRESSURE RELF OUTSD. ABOVE GARAGE FLOOR m "� uo l7W °�I e / I O r- £r I WATERTITE PAN DRAIN �- io, Z D N (1 I ABV F RR COMB AIR ROD y�M9 �� I -———— \' FOYER / DO CO r D D x /FUEL BRNG APL �- P O W D E 2 16 x 8 Garage Door v I x z C 00 1.1.£ I I PANTRY FAN 2 ON M D td G�W !� ;�.i-1„ I I 4' ----- ®50C M 4 6/ 10/ DS rn o 41 i 5 `T-c�� X 2-CAR GA AGE I 1 � r tJ ��13 �O ! ��» fir' I �' • I L z � •_ i -----� y Z M i i I; � .�i N OI d i I INING ROOM `����L� a `X r—I M LIVING ROOM LO / Co x w 48' TABLE CD B © 1' 1-1 M �?0 CD 15'-9 1/2" �;) 22' 50 40 option? (T'� �VV 0 DS 0 A -Ox2- 2-Ox2- 2-Ox2- -Ox2- 2-Ox2- 2-Ox2- A • DS o r C 9 )( 1 � FIX FIX FIX FIX FIX FIX ®�' 22 4 44 9 4 4 600 3 9/ SCALE 61' 1/4'=1 FT SQT FT Heated ° EMENSIONS L DIMENSI❑NS ON THIS SHEET his Level ° NOTE, GE ARE ROUGH FRAMING ° (NO DRYWALL) 2--J 22, Trusses shalt be designed by a licensed Washington Gener al Drawing Notesi New Construction Specifications State Structural Engineer, Snow load will be determined by the Building DESIGI CRITERIA+ Official Truss manufacturer will supply engineered shop drawings for WIND- LOAD Per IBC. Ultimate Wind Speed-110 mph, exposure B building department approval, and all trusses supplied will be marked SEISMIC DESIGN CATEGORY D, SITE CLASS D accordingly, SEISMIC Per IBC, I=1.0, 23, Provide mer hanical ventilation capable of providing 5 ROOF L-OADi DL=15 PSF, LL=25 PSF air changes per hour in bathrooms, water closet compartments, laundry FLOOR/DECK LOAD: DL=10 PSF, LL=40 PSF and similar rooks, SOILS. Assumed 2000 PSF Allowable Soil Bearing 24. Exterior joints shall be sealed, caulked, gasketted or v ` CONCRETE: 2500 PSI @ 28 days, Grade 40 reinforcement- covered 3' min. weather stripped to limit air leakage at the following openings The following basics from the International Residential Code (IRC) 2015 shall be a) Windows & door frames b) openings between walls & foundations c)between walls & roof d) openings at penetration of utility adhered to in this plan-seti (not all items may apply) services d) all other openings in the building envelope, 1, Material: a) HF#2 min framing lumber b) Use HF#2 min PT plates c) 25. All exhaust ducts to be 26 GA minimum (UMC Sec 601,7) 3/8' min APA rated plywood d) 2000 psi min concrete strength e) 24F-V4 26, All fasteners in contact with PT matt hot-dip galy or stainless min gtu-tam timbers per 106.3.3 2, Section R302,6, House to garage separation shall be of materials approved for 1-hour fire resistive construction Qe„ 1/2' type 'X' G,W.BJ, Doors in these areas shall be 1-3/8' minimum thickness, solid core, with self-closer hardware, 3, Section P2708, All shower areas to be finished with a smooth, fli- .� non-absorbent material to a height of 70' above drain, 4, Section R307, A toilet compartment shall not be less than 30' wide, �, OFYWO t+�t}, �1 and have a front clearance of 24'. 5, Section R606, Masonry shall not be supported by any wood member, 6, Section R408. Crawl space under floor joists shall be at least 18' & a .` � ��!_ • , V 1 minimum of 12' to bottom of girders, Underfloor area to be provided J F with a minimum 18'x24' size access, located within 20' of main plumbing ' , 24tZ clean-put. Y = ' 7, Section R317. ALL wood in contact with concrete or masonry shall be pressure treated, �U 8, Section R317, Wood girders entering concrete or masonry shall be MAX RISE= 7-3/4'; MAX RUN=10' provided with 1/2' air space on sides, top & end. MAX OPEN SPACE RISERS=4'; WIDTH=36' MIN / 9, Section R408.1. Minimum foundation ventilation: i square foot for every HANDRAIL HT; 34-38' OFF TREAD NOSE 3 -TAB COMP❑SITI❑N SHINGLES 150 square feet of under-floor area. Covered with 1/4' or less wire HANDRAILS END @ NEWEL POST / SAFETY TERM OR RETURN TOP PLATE+ MIN 4FT LAP mesh (restricts opening area 25%) HANDRAILS= GRIPPABLE SHAPE/SIZE VAPOR BARRIER W 8 -16d NAILS 10, Section R302. Firestops shall be provided to cut-off concealed draft BALUSTER SPACING= 4-3/8' MAX SIMPSON H1 CLIPS 24" OC 12 openings between stories and roof space, TRIANG ❑PNGS @ TREAD SIDES < 6' SPHERE IRC 802,10,5 5 PITCH V E E Q 11, Section R807, A 22'wx30'h attic access opening shall be provided in an 36' DEEP MIN LANDING @ ❑TTOM OF STAIRS 7/16' CDX PLYWOOD OR ❑SB ° 3 area that has 30' minimum of headroom. NAIL 8d@6' EDGE & 12' FIELD Q � z1 12, Section R806.2, Cross-attic ventilation required at 1/150 of the attic 6'-8' MIN HEADROOM BAFFLE - 6' ABV BATTS ��U - � area ()r enclosed rafter space. Continuous vent each enclosed rafter ALL PLACES 1-1/4"-2" 14 STEPS VENTED BL❑CK B� - 12' ABV LOOSE INSUL 0 space, If rafters are enclosed & roofs are of solid sheathing, a CONT. HANDRAIL N continuous ridge vent is required, cover vents with 1/4' max. opening RAILING/RETURNS GUTTERS In mesh. 34-38' HIGH c q o 13, S@ction R311,7.4, Maximum stairway rise is 7-3/4', minimum run is 10', minimum N a d headroom is 6'-8'. Enclosed usable space under stairways shalt be of PRE-ENGD TRUSS 1/2' Gypsum Wall Board (GWB), m 14, Safety glazing shall be used in 1) doors other than �;/4x6 CEDAR FACIA 1/2' G.W.B. p wardrobe, 2) bathtub & shower enclosures, 3) glazing less than 60' from FIREBLOCK HPT S❑FFIT/VENTS WIND/D❑❑R HEADERS PER PLAN IMM floor & adjacent to a door within 12' & 4) glazing in excess of 9 sq. ft AS READ VENTS 16 R-49 INSUL 21 & less than 18' from floor, R308,4 Hazardous locations, s❑T TOTAL 15, Chimneys shall extend over 36' above roof where it - ATTIC C AREAEA-EQL DIST, 0 9� passefi through, & 24' above any structure within 10'. IRC 802,1 `o a 1/2' GWB UNDER ALL ® R-21 INSUL � � 16, Coiibustibte materials shall not come within 1' of fireplace, STAIRS- 00 7116' - T-1-11 or Q "D � smoke chamber or chimney watts. 1001.6 Termination. 14 STEPS T Y P R ❑ ❑ P & c 17, One 110 volt, battery back-up, interconnected smoke 7-3/4' MAX RISERS 7/16 x8 BEVEL \ to r- detector in each bedroom and hallway leading to a bedroom. 10' MIN TREADS LAP SIDING WITH � 18, Eaves have 1' thick fascia boards, with 5' prefinished continuous 2x12 DF�2 STRINGERS (3) 7/16' ❑,S,B, UNDERLAY WSECTION. \ metal gutters, Matching 2'X3' downspouts with concrete splashiotocks, VAPOR BARRIER \� 20 Slope finish grade away from foundation wall, 1/4'/ft min. for 5' from foundratlon. 21, Minimum ceiling height in structure is 7'-6', with STAIR DETAILS ' i r "v►v �-✓�4,' exceptions for halls, kitchen & bathrooms to be 7'-0' min, height, ` j To M-, �F-F K UOR 31' i `�' 2 � F# BEAM LoaI Adjust for i N I i ypas e RYER AN ,T.❑, ' CA I / � rt CL w LL� o I lQ7� AT 16' 3" Opening I w C i so 9 30' MIN W HEADRDIIM INSUL/WS x'S l l I zN I Q i{ (d' U cu J Q 13�1 I CU Z f- o J o A 16' I W � /' W LO 3 I U i �® W� Vault 0 I �c�„ ° =N t0 � i�j I ente o r` a > By ass Foundation I Wall Opening M n( aniH Va BATHTUB O l ` V f - Mtiz 4�- SCALE 1/4'=1 FT 4 1' SHEET 6 3' 4