The URL can be used to link to this page

Home My WebLink About325 S COBB AVENUE_BLD1762_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 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: 325 S Cobb St,Arlington Plat: Cobbs Addition CJ Single-family ❑ Duplex 0 Townhouse 01 Addition 0 Accessory structure Proposed Area: 191 Floor: 640 2"d Floor: 1065 Garage: 489 Total SF: 2,194 Describe Proposal (include cross street): Build 1 1,705 square foot 2 bedroom SFR between Union and Jackson Street Valuation: &350,000- 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: mansvillP 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 Department of Community & Economic Development 7�'�J 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) C Bath/Shower Combo (4.0) x 2 a Sink (1.5) x 7 ❑ 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 C1 Water Heater x 1 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 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: Q Furnace (80+) Model# AFUE Heat Pump Model # Daikin SEER HSPE ❑ AC Unit Model# SEER ❑ Type II Hood 0 Commercial Cooking Appliance 11 Hydronic Piping 0. Boiler U Solid-Fuel Appliance 0 PV System ❑ Fireplace Insert Outdoor BBQ Q Storage Tank ❑ Freestanding Stove ❑ Gas Piping Other Gas Piping Information Not Applicable: f3 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: l �� Print Applicants Name: Ca w\ 15��`Z'e 6/16LP Page 3 of 3 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:325 S.Cobb Avenue Permit#:1762 Parcel#: Valuation:221000.00 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#108 City,State Zip:WASILLA,AK 99654 City,State Zip:Marysville,WA 98270 City,State Zip:Marysville,WA 98270 Phone: Phone:425-548-3067 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: 2 CONST.TYPE: `I-13 DWELLING UNITS: I OCC GROUP: R-3 BUILDINGS: I 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 \4 id cod t C ton#3101. Signature Print Name Date Released By e 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 I 1 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 $2,370.81 12/28/2017 Building Plan Review Fee $1,541.03 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-Community SF ($1,662.00) 12/28/2017 Park-Mini SF ($484.00) 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) $192.00 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 Traffic Mitigation-City ($3,355.00) 12/28/2017 Water Heater $25.00 Total Due: $4,233.34 Total Payment: Balance Due: S 692.31 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: �� I Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon I CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:325 S.Cobb Avenue Permit#:1762 Parcel#: Valuation:221000.00 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:425-548-3067 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: 2 CONST.TYPE: `I-13 DWELLING UNITS: 1 OCC GROUP: R-3 BUILDINGS: I 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/IRC1I0. 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 \�id c t rl' ion_#3101. Signature Print Name Date Released By D e 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 $2,370.81 12/28/2017 Building Plan Review Fee $1,541.03 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-Community SF ($1,662.00) 12/28/2017 Park-Mini SF ($484.00) 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) $192.00 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 Traffic Mitigation-City ($3,355.00) 12/28/2017 Water Heater $25.00 Total Due: $4,233.34 Total Payment: Balance Due: F.692.3'1� CALL FOR INSPECTIONS BUILDING(360)403-3417 I When calling for an inspection please leave the following information: 1 Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon I it 111 Permit Information Date 12/1/2017 Permit Number 1762 Project Name Knudson Applicant Name Eagle Country Construction Applicant Address 325 S Cobb City,State,Zip Arlington,WA 98223 Contact Carl Setzer Phone 425-548-3067 Email csetzer.ecc@gmail.com Permit Type Single Family Residence Site Address 325 S.Cobb Street Valuation 221000.00 Status Applied Permit Issued Permit Expires Square Feet 2290 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- (Labor and Construction Carl Setrer :3067 etrer.ecc@gmail comCONTRACTOR (Industries i=AGLECC942N . Review Date Type Description I Target Date I Completed Date I Assigned To I status 12/5/2017 lResidential Dwelling 12/12/2017 1 lKevin Olander 11n Review Fees Fee Description Notes Amount Building Plan Review Feel 345.83.00,001 $1.541.03 Totall $1,541.0 Payments Date Paid By Amount Description Payment Type Accepted B 12/1/2017 lKirnberly Meyer $1,541-03 7524345 cc Total $1,541.ON Amount Outstanding:$0.0 Uploaded Files Upload File Date File U ioaded B 12/5/2017 4:06:22 PM 11762 Ap_plicatiqn.pdf Foster,Kristin }( r RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development .11'VCy! 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: 325 S Cobb St,Arlington Plat: Cobbs Addition 1�9 Single-family ❑ Duplex ❑ Townhouse ❑ Addition E Accessory structure Proposed Area: 1s` Floor: 640 2nd Floor: 1065 Garage: 489 Total SF: 2,194 Describe Proposal (include cross street): Build 1 1,705 square foot 2 bedroom SFR between Union and Jackson Street Valuation: 4350,000- 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(cr�,gmail.com Contractor: Eagle Country Construction Address: PO Box 1304 City: Marv, villP 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 41 6116LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION ' Department of Community & Economic Development :A 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) 3 Bath/Shower Combo (4.0) x 2 Sink (1.5) x 7 ❑ Shower (2.0) x ❑ Lavatory (1.0) x 3 C4 Clothes Washer (4.0) x 1 ❑ Water Closet(2.5) x [ Dishwasher (1.5) x 1 Water Heater x 1 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 N4 0 RESIDENTIAL PERMIT APPLICATION 6 Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) Model# AFUE Heat Pump Model# Daikin SEER HSPE ❑ AC Unit Model# SEER ❑ Type II Hood Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove ❑ Gas Piping ❑ 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: Print Applicants Name: ��w\ � Z'e✓ 6/16LP Page 3 of 3 -� u OFFICE COPY Received 0 _ 0 0 Q N 0 N 0 D 00 N Q O V O r` 0 a Aen�ani�d c�-1 m pasodad O Z lO , O lf1 m Z o ° U � a n o O I ru N v O o a I O o m s J N o i o W a � � o I .sft3 i (,n i i In Cr Ln tlo `plod i 0 _ $ � z ywoU uatriillP�1 '~ O U F o V N 00 z � � O o Q ID rn 0 rn U ?o co O �I� °any qqOD S � 1 N > ' z z M CITY OF ARLINGTON °' ' 0 Q � o 0 BUILDING DEPARTMENT o U APPROVED a, a E � J Iv tov _ C7 DATE BY = m 0 ►-0 w NO CHANGES AUTHORIFn UNLESS APPROVED BY THE BUILDING INSPECTOR 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. LEI 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. https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602491125&LIC=EAGLECC942NZ&SAW= 2/2 RESIDENTIAL PLAN PLAN REVIEW Owner `AJIaC� r.' ►ti.1 .� iQa Address 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 Yes No v 302.5.1 Garage Openings: 20-minute door Yes No 302.6 (Garage Separation---7 Yes c No Footings and Stem Walls 401.4.1 Soils: Geotech or Prescriptive 403.1 Footings: (2)#4's continuous Yes v 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 r/ No 403.1.3.1 Stem Wall: (2)#4's horizontal Yes No 403.1.16 Foundation anchors: 1/2 inch @ 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 unvented Crawl Space _—,-L Yes No 408.4 Crawl Access: 16 x 24 �18x24' Yes No Architectural 303 Light/Ventilation: 8%and 4% (Yes No 303.2 Whole House Fan I j Yes ` No 303.3 Bathrooms: 3%or 50cfm Yes /i No 303.6 Stairway Illumination I Yes No 304.1 Habitable Rooms: 120sf min. Yes No 304.2 Other Rooms: 70sf min. Yes No F0_ .1 Ceiling Height: 7 feet min. Yes No A Plumbing Fixture Clearance Yes / No 308.4 (Safety Glazing: Hazardous Locations Yes l,--' No Life Safety 310.1 Emergency Rescue Windows: 5sf/5.7sf (Yes No 310.2 Window Wells _]Yes No GF. I Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" (Yes ✓ No 311.3 Landings: TX 3' min. Yes No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No � 311.6 Hallway Width 3 feet min. Yes 'l No 311.7.1 Stairway Width 3 feet min. Yes ! No 311.7.2 Headroom 6'-8" min. Yes t No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes No 311.7.4.3 Handrail Profile I Yes No 311.7.7 Handrails-4 plus risers Yes No 311.8 Ramps I I Yes No - 312.1 Guards-30 plus inches Yes v No 312.2 Guard Height-36-inches min. Yes No 314 Smoke Detection Yes No 315 ICO Detection Yes `-' No 316 1 Foam Plastic Yes No 325 &326(Adult Home/Day Cares Yes No Floor Systems 502.2..... Deck Ledger Connection Yes No 502.2.2.3 Lateral Load Connection or Engineered Yes ✓ No 502.3 Allowable Joist Spans or TJI's Yes No 502.10. Headers/Openings Yes No 502.11 Trusses or Rafter/Joist Ycs No 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood Yes ✓ No 506 Concrete Floors: 3.5 inches min. Yes I No Wall Systems 602.3 Wood Wall Framing and Plates Yes I No 602.3.1 Fastener Schedules(2, 3,4, 5) Yes No 602.9 Cripple Walls: Less than 14" or J4� Yes No 602.10. Wall Bracing: Engineered Prescriptive _Yes I/ No 602.10.3.2 Alternate Braced Wall Panel Yes �= No 602.10.9 Cripple Wall Bracing Yes No 602.11.2 Stepped Foundations Yes No 602.12.1 Veneer I Yes No F 610.1 Glass Unit Masonry Yes No 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 I No Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes No 802.3 Ridge Beams: <3:12 pitch Yes No 802.4 Ceiling Joist Span:Truss or Platform Yes -` No 802.5 Rafter Spans:Truss or Platform Yes ✓ No 802.11 1 Roof Tie-Downs(48" o.c.) Yes No 803 Roof Sheathing Yes No 806 Roof Ventilation: 1/150 high and low Yes v No 807.1 Attic Access: 22"X 30" Yes No 905.2.7 Underlayment Yes " No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 Equipment Access: 30"X 30" _ Yes v No 1305.1.3 Appliances in Attics I Yes No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes i/ No 1307.2 Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes No 1307.3.1 Protection from Impact Yes No 1401.3 Equipment Sizing: WSEC Yes z/P No Chapter 14 Specific Appliances I Yes No 1502 Iclothes Dryer Exhaust: 25' or M.I. Yes No 1502.4.5 1 Length Identification Yes No Chapter 18 Chimneys and Vents Yes No Chapter 24 Fuel Gas and Piping Yes No v Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review Existing Addressf I 1 M7 326 Original address 325 S Cobb Avenue This house burnt down and is no longer there 333 Proposed Addresses W 321 S. Cobb Avenue 323 S. Cobb Avenue 325 S. Cobb Avenue 333 77 jr ,+ w Ir _ a. 1_wmk� fill - 4 K .a Vicinity Map Permit information Date 12/1/2017 Permit Number 1761 Project Name Knudson Applicant Name Eagle Country Construction Applicant Address P.O.Box 1304 City,State,Zip Marysville,WA 98270 Contact Carl Setzer Phone 425-548-3067 Email csetzer.ecc@gmail.com Permit Type ZON Site Address 325 S.Cobb Avenue Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 2290 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 325 S COBB AVENUE KNUDSON JOHN W EST 111 Single Family Residence-Detached Review Date Type Description Target Completed Assigned Status Date Date To Site plan has been revised with a 20'front yard setback to match lot 2 ,and existing homes on the street.The lot coverage on lot 2 is 38%- Approved 12/28/2017 ON 3%over the allowable amount.The lot coverage for Lots 1 and 3 is Kristin with pp oved 32%-3%under the allowable amount.Due to the lot coverage 12/28/2017 12/28/2017 I-oster overage of lot 2 all lots(1-3)will not be allowed to add impervious Conditions surface. Per MH 4pplication calculations do not match the site plan calculations.Need 12/5/2017 -ZON o resubmit with correct numbers.Also Lot 1 and Lot 3 need to match 12/8/2017 12/5/2017 ','my Denied he setback of Lot 2 or Lot 2 needs to match the setback of Lot 1 and usko I-ot 3. 12/5/2017 ZON 12/8/2017 Kevin In Review Olander 12/5/2017 ZON 12/8/2017 12/12/2017 In Review Project will require paving of alley from closest main to furthest lot Nova line. I Heaton This original lot address previously had water&sewer connections but due to fire they were disconnected.This lot will receive 1 credit PW 12/5/2017 ZON each of water&sewer connection fees for this SFR but will need to be 12/8/2017 12/6/2017 Admin complete charged a side sewer inspection fee to be paid prior to water meter Rev being re-installed.LT 12/5/2017 ZON 12/8/2017 Rev PW-Sew In Review 12/5/2017 SON Per AMC 13.04.140 substandard water service will need to be 12/8/2017 12/7/2017 Rev complete abandoned and updated.GS Rev Uploaded Files I Upload File Date File Uploaded B 12/5/2017 4:05:49 PM Prposed Address Cobb.pdf Foster,Kristin x 12/5/2017 4:05:49 PM Knudson 3 Lot Site Plan.gdf Foster,Kristin x 12/5/2017 4:01:54 PM 1761_Lot 3 Site Plan.pdf Foster,Kristin '[ 12/5/2017 4:01:54 PM 1761 Lot 3 Application.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)403-3561 (Please allow 72 hours for review) Project Address:325 S Cobb St, Arlington, WA PIat: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: E$Single-family dwelling Duplex Addition Accessory structure 1. Proposed Dimensions: W) 24 L)-47' H) 24' 7" Total SF) 1,225 2, Allowed Lot Coverage:Total Lot Size 3800 SF x 35% = 1330 SF 3. Actual Lot Coverage: (SF ofall structurest) -'0'(' 3800 (lot size) S4 J L�xylrr✓,i� _ ��j�) 4. Septic Tank? U Yes 4 No Private Well on Site? UYes 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 apply EJ Fire Sprinkler System 4�� Medical Equipment Lawn Sprinkler System Livestock Drinking Tanks � I^j �\:a' Qy i�fl Decorative Pond/Fountain � Hot Tub ya ei V e b Re-circulating Heating System Swimming Pool Other. R7 IWI Applicant Signature: Date: )_- -,(7/( ' This square footage should include the footprint area of all structures on the property including:house,garages,sheds,covered patios,and decks permitted by the building code. Rev 0412013 z o REVISED u II ,� M H C) AallvT Received J 0 M 0 0 ton O N O. `i {j O) O ^O CO Q !i Aemanpd 0 pasodo�d TO U Z O VI O Y� ~ Lll O m Z O W J U OC - - - zo - - - LL a > a n 3 I o°1u O z O N o c m a Oa m 0 0 J o I o ui c few :sna v i i i LL $ IS li I O yvod I O ' ------ -T o v V z ymaii uaiugqu� O O 41 U 88 D F- O z � C) rl- 0 oQ ED m a U ,i T 0o o rn >- O @AVggoDS I � MN °C m > o z a LA � m sD _ < 'o L •L O O a a C- L U E J 2 C7 U mo I— L U Permit Information Date 12/1/2017 Permit Number 1761 Project Name Knudson Applicant Name Eagle Country Construction Applicant Address 325 S Cobb City,State,Zip Arlington,WA 98223 Contact Carl Setzer Phone 425-548-3067 Email csetzer.ecc@gmail.com Permit Type ZON Site Address 325 S.Cobb Street Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 2290 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 Tar et Date Com leted 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 12/5/2017 ZON 12/8/2017 1 IPW-Wat-Rev Iln Review Uploaded Files Upload File L Date File Uploaded B 12/5/2017 4:01:54 PM 1761 Lot 3 Site Plan.pdf Foster,Kristin x 12/5/2017 4:01:54 PM 1761 Lot 3 Application pdf Foster,Kristin X ow RESIDENTIAL ZONING (I. 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 , a-1-j 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: I5 Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W)26 L) 47 H) 241711 Total SF) 1705 2. Allowed Lot Coverage:Total Lot Size 3800 SF x 35% = 1330 SF 3. Actual Lot Coverage: (SF ofaUstructures') 1705 3800 (lot size) = 0.448 % 4. Septic Tank? ❑Yes El No Private Well on Site? ❑Yes 9!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 aH that appto Fire Sprinkler System F] Medical Equipment Lawn Sprinkler System O Livestock Drinking Tanks Decorative Pond/Fountain [:J Hot Tub �I Re-circulating Heating System [JI Swimming Pool Other - - Applicant Signature: Date: ' This square footage should include the footprint area of all structures on the property including:house,garages,sheds,covered patios,and decks permitted by the building code. Rev 0412013 STATE engineering FD BOX, 952 L'YPJNNOOD, WA 98046 (206) Mj-= Isla F. (206) 834-626! SERVICES UPST8.COM1 STRUCTURAL CALCULATIONS Client: EAGLE COUNTRY CONSTRUCTION Project Name: PLAN 1705 - KNUDSON Scope of Work: LATERAL DESIGN OF A (2)-STORY SFR Upstate Job#: 0824 Date: 11/17/2017 E COPT M. OFFI C y�q �F44 226�o CITY OF ARLING'I'ON �NAL ��G\ 11i1i2o1 BUILDING DEPARTMENT APPROVED EX?IFES 3-01- 19 DATE/Z < BY ikO NO CHANGES,AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR JOB # 0824 Received Andrew M. Gahan, PE DEC (J 17 012 rvz., Lateral Analysis IBC2015 UPSTATE JOB#: 0824 Description: PLAN 1705- KNUDSON Engineer: amg Governing Code: 2015 International Building Code all references in right margin are 2015 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria [353j Roof Walls Floors Snow Partitions Live Load (psf 25 40 25 Dead Load (psf) 15 10 10 10 1603.1.4 Wind Design Criteria [354] 1. Nominal/Ultimate Wind Speed Vasd/Vult 85/110 mph F 1609.3(3)[372] 2. Risk Category II 1.00 ASCE 7 T 6-1[77] 3. Wind Exposure Category "B" 1609.4[373] 4. Internal Pressure Coefficient +/-55 ASCE 7F26.11-1[258] 5. Components and Cladding design pressure +/- 16 psf ASCE7 30.2.2[316] 1603.1.5 Earthquake Design Data [354] 1. Seismic Importance Factor le 1.00 A SCE 7T 1.5-2[51 2. Short Period Acceleration SS 1.25 USGS Seismic Design Map Online 2. 1-Second Accelleration S, 0.4 USGS Seism%c Design Map Online 3. Site Class D ASCE 7 T20.3-1[2041 4. Spectral response coefficient SpS 0.83 EQ 16-39[387] 4. Spectral response coefficient Spi 0.43 EQ 16-40[387] 5. Seismic Design Category D T1613.3.5(1)and(2)[398] 6. Seis. Force Resisting System A.15. A SCE 7T 122-1[73] 7. Design Base Shear 6789 Ibs 8. Seismic Response Coefficient CS 0.13 A SCE 7EQ 128-2[89] 9. Response Modification Factor R 6.5 ASCE 7 T 122-1[73J 10. Analysis Procedure Equivalent Lateral Force ASCE 7T 126-1[88] 11. Risk Category II A SCE 7T 11.6-2[69] Table of Contents 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.1 Wind Design (MWFRS - Simplified Envelope Procedure) IBC 2015 Part 2 Wind Load Method ASCE 7 28.1.1 (2) 12971 Nominal/Ultimate Wind Speed 85/ 110 mph 1609.3[373],F1609.3(3)[372] Wind Exposure Category B 1609.4[373] Height&Exposure Adjustment 1= 1.00 ASCE 7 F 28.6-1[304] Topographic Factor Kzt= 1.00 ASCE 7 F 26.8-1[252] Wind Pressures ASCE 7 28.6.3[3021 ps=1 K,PS30 ASCE 7 EQ 28.6-1[306] Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4[306J zones A and C equal+16 psf,B &D equal+8 psf,while zones E,F,G,&H all equal zero. Roof Pitch 6 :12 or 26.565 degrees Ridge Elevation 24.5 ft Eave Height 18.333 ft Mean Roof Height,h 21.417 ft ASCE 7 26.2[243] Zone Pressures,0.)(PSM)ASCE 7 F 28.6-1[3041 110 Horizontal Pressures Vertical Pressures Overhangs 0 A B C D E F G H EOH GOH 1 23.32 14.18 17.34 6.44 -6.82 -14.13 -5.10 -11.57 -16.05 -14.40 2 6.76 4.63 5.38 3.69 -0.22 -7.46 1.50 -4.94 -2.38 -2.72 Horizontal Zones Areas & Forces,Fx ASCE 7 F 28.6-1[3031 End zone distance,2a,where"a" equals the smaller of 10 percent of least horizontal dimension(l.h.d.)or 0.4h,but not less than either 4 percent of lhd or 3 feet. D l . � Fx- psxX. x = A Diaphragm(x=2) Front to Rear Side to Side Lh.d. (ft)= 24 A B C D A B C D a(ft)= 3 Areas 54 98 157 245 80 0 117 0 2a(ft)= 6 Forces F.= 6949 Fxmin= 5540 F.= 3894 FXmin= 1970 Diaphragm(x=1) Front to Rear Side to Side l.h.d. (11)= 24 A B C D A B C D a(ft)= 3 Areas 108 35 315 0 108 0 108 0 2a(ft)= 6 Forces F.= 8476 Fxmin= 4580 FX= 4391 FXmin= 2160 Version 7.0 Pg 1.1 Seismic Design IBC 2015 Site Clasification,Criteria Selection,&Minimum Design Lateral Force Risk Category II ASCE 7 T 6-1[77] Seismic Importance Factor IE 1.00 ASCE 7 T 1.5-2[5] Seismic Design Category D T1613.3.5(1)and(2)[398] Site Class D ASCE 7 T 20.3-1[204] Short Period Acceleration Ss 1.25 F1613.3.1(1)[388-9] 1-Second Acceleration SI 0.4 USGS Seismic Design Maps Online Seis. Force Resisting System A.15. ASCE 7 T 12.2-1[73] Response Modification Factor R 6.5 ASCE 7 T 12.2-1[73] Design Spectral Response Acceleration Parameters Site Coeffiecient,Fa 1.0 T1613.3.3(1)[387] Site Coeffiecient,Fv 1.6 T1613.3.3(2)[387] Substitute equations 16-37& 16-38 into 16-39& 16-40 respectively, S DS=2•F a•S S SDs= 0.83 EQ 16-39[387] 3 S D 1 =—•F V•S 1 SDI = 0.43 EQ 16-40[387] 3 Simplified analysis. Seismic base shear ASCE 7 12.14.8 U081 V=(F SDs/R)W Where: F=1.1 for(2)-story ASCE 7 EQ 12.14-11[108] Vertical Distribution,Forces at each level ASCE 7 12.14.8 R081 F,,_(wx/W)V FX= 0.141 x wx ASCE 7 EQ 12.14-12[109] Effective seismic iwi ht&Forces lbs at Level x roof area(fly) floor area(W) story height(ft) wall length(ft) w Diaphragm(x=2) X 1274 0 8.1 176 FX= 3700 weight(lbs) 19110 0 7128 26238 roof area(ft) floor area(ft) storyheight(ft) wall length(8) Diaphragm(x=1) wa 126 1128 9 118 FX= 3611 weight(lbs) 1890 11280 5310 25601 Version 7.0 Pg 2.1 Allowable Stress Design Loads For Wood IBC 2015 Design shall be in accordance with Sections 2304-2306. 2301.2[473] Structures using wood shear walls and diaphragms to resist 2305.1[488] wind,seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305 -2306. Design per Alternative Basic Load Combinations 1605.3.2[359] For worse case effect with wind load,L&S shall be zero. 1605.1[357] Equations 16-18, 16-19and 16-20 become, D + wW 0.6 Where co equals 1.3,W equals Fx of the respective diaphragm,and 1605.3.2[359] D shall be multiplied by two-thirds. For worse case effect with seismic load,L& S shall be zero. 1605.1[357] Equation 16-22 controls, 0.9 D + E/1.4 substitute ASCE 7 EQ 12.14-5 for E ASCE 7 12.14.3.1.3 (7),EQ 12.14-5 [104] sPQE - 0.2SDSD) 0.9 D + 1.4 simplify&arrange variables EQ 16-22 �0.9 -0.14 SDSJ D + 14 QE Where QE equals F,,of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction,diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 Fx For Kzt= 1.00 Front to Rear Side to Side Diaphragm Force(lbs) Force(1bs) x=2 5420 3037 x=1 6611 3425 Seismic Design Loads,(p/1.4)F, p= 1.3 ASCE 7 12.3.4[83] Diaphragm Force(lbs) x=2 3436 x=1 3353 Version 7.0 Pg 3.1 Wall Line Level Segment Tributary loads Wind Seismic c``� (X) � Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max 1 2 1 F-R Wind Seis VD(x+l)[Ibs] % 51% 1 51% VD(x)[lbs] 2737.24 1735.14 VT(x)[Ibs] 2737.24 1735.14 L 15.63 15.63 8.63 8.1 2 5 675 33 n 175 111 7.00 8.1 2 5 735 104 2015 SDPWS SEISMIC MAX TMAX(x)[Ibs] 735 104 2 2 F-R Wind Seis VD(x+l)[lbs] % VD(x)[Ibs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[Ibs] 3 2 F-R Wind Seis VD(x+l)[lbs] % 50% 50% VD(x)[lbs] 2683.04 1700.78 VT(x)[lbs] 2683.04 1700.78 2.75 8.1 5 5 985 324 179 L 14.00 14.00 8.50 8.1 5 5 685 -26 n 192 121 2.75 8.1 5 5 985 324 179 2015 SDPWS SEISMICMAX 179 TMAX(x)[Ibs] 985 324 4 2 F-R Wind Seis VD(x+l)[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[Ibs] Version 7.0 Pg 4.1 Wall Line Level Segment Tributary loads Wind Seismic . � (x) � Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max 1 1 F-R Wind Seis VD(x+1)[lbs] 2737.24 1735.14 % 21% 21% VD(x)[1bs] 1388.36 704.22 VT(x)[lbs] 4125.6 2439.36 L 8.00 8.00 4.00 9 4985 735 2392 104 343 n 516 305 4.00 9 4985 735 2392 104 343 2015 SDPN'S SEISMIC MAX 343 TMAX(x)[lbs] 4985 2392 2 1 F-R Wind Seis VD(x+l)[lbs] % 50% 50% VD(x)[lbs] 3305.61 1676.71 VT(x)[lbs] 3305.61 1676.71 L 20.00 20.00 10.00 9 2 5 697 -166 n 165 84 10.00 9 2 5 697 -166 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] 697 3 1 F-R Wind Seis VD(x+l)[lbs] 2683.04 1700.78 % 29% 29% VD(x)[lbs] 1917.25 972.494 VT(x)[lbs] 4600.3 2673.28 5.50 9 4312 985 2002 324 L 11.00 11.00 5.50 9 4312 985 2002 324 n 418 243 2015 SDPWS SEISMIC MAX TMAx(x)[lbs] 4312 2002 4 1 F-R Wind Seis VD(x+l)[lbs] % VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] Version 7.0 Pg 4.2 Segment Tributary loads Wind Seismic Wall Line Level (x) `�`� #POSTS Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) ]Seis max A 1 2 1 S-S Wind Seis VD(x+l)[lbs] % 50% 1 50% VD(x)[lbs] 1518.61 1717.96 VT(x)[lbs] 1518.61 1717.96 7.00 8.1 -25 -42 L 32.00 32.00 5.50 8.1 15 5 n 47 54 19.50 8.1 -365 -437 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] 15 5 B 2 S-S Wind Seis VD(x+l)[lbs] % 50% 50% VD(x)[lbs] 1518.61 1717.96 VT(x)[lbs] 1518.61 1717.96 L 35.50 35.50 13.00 8.1 -226 -275 n 43 48 22.50 8.1 -484 -575 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] C 2 S-S Wind Seis VD(x+l)[lbs] % VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMICMAX TMAX(x)[lbs] D 2 S-S Wind Seis VD(x+l)[lbs] % VD(x)[lbs] VT(x)[lbs] L n 2015 SDP\VS SEISMIC MAX TMAX(x)[lbs] Version 7.0 Page5.1 �, Segment Tributary loads Wind Seismic Wall Line Level �o (x) Q Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 1 1 S-S Wind Seis VD(x+l)[lbs] 1518.61 1717.96 % 50% 1 50% VD(x)[Ibs] 1712.38 1676.71 VT(x)[Ibs] 3230.99 3394.68 31.83 9 -489 15 -664 5 L 40.00 40.00 4.17 9 345 15 307 5 92 n 81 85 4.00 9 350 15 313 5 95 2015 SDPWS SEISMIC MAX 95 TMAX(x)[Ibs] 350 313 B 1 S-S Wind Seis VD(x+l)[Ibs] 1518.61 1717.96 % 50% 50% VD(x)[Ibs] 1712.38 1676.71 24.50 9 -148 -271 VT(x)[lbs] 3230.99 3394.68 4.58 9 452 428 L 33.75 33.75 4.67 9 450 426 n 96 101 2015 SDPWS SEISMIC MAX TMAX(x)[Ibs] 452 428 C F 1 S-S Wind Seis VD(x+l)[lbs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPN'S SEISMIC MAX TMAX(x)[Ibs] D 1 S-S Wind Seis VD(x+l)[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[Ibs] Version 7.0 Page5.2 Shear wall Summary Sheeting Re m'ts Shear Transfer Overturning Values Wind Seis Max Wind Seismic Wind Seismic 1 -2nd 125 111 1 2 175 ill 2-2nd 3 -2nd 137 179 1 ; 2 192 121 4-2nd A-2nd 34 54 1 1 47 54 B -2nd 31 48 1 1 43 48 C-2nd D-2nd 1 - 1st 368 343 3 7 516 305 4985 2392 2- 1st 118 84 1 2 165 84 3 - 1st 299 243 2 6 418 243 4312 2002 4- 1st A- 1st 58 95 1 1 81 85 B- 1st 68 101 1 1 96 101 C- 1st D- 1st SW-1 SW-2 SW-3 Sheathing 260 350 516 (plo Shear Flow 165 1 195 1 516 1 j(PIO Shear Transfer Connectors - CD = 1.6, Hem-Fir Connector Z(1bs) 16d Nails (Common: 3.5"x0.162") 195.2 lbs 2015 NDS T1IN[105] 14.2 1 12.0 4.5 1 0.0 1 0.0 0.0 16d Slant Nails (v<150pl fl 160 lbs 2015 NDS TIIN[105] 11.6 9.8 3.7 0.0 0.0 0.0 Simpson A35 Clip 510 lbs Current Simpson Guide 37.1 31.4 11.9 0.0 0.0 0.0 Simpson H1 Truss Connector 415 lbs Current Simpson Guide 30.2 1 25.5 9.7 0.0 0.0 0.0 Simpson LTP4 Clip (x 0.64 overtop 1/2" sheeting) 500 lbs Current Simpson Guide 36.4 1 30.8 11.6 0.0 0.0 0.0 1/2" Diameter Anchor Bolts (2x) 912 lbs 2015 NDS TIIE[93] 66.3 1 56.1 21.2 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (2x) 1328 lbs 2015 NDS TIIE[93] 96.6 1 81.7 30.9 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (3x) 1664 lbs 2015NDS TIIE[93] 121.0 102.4 38.7 0.0 0.0 0.0 Page6.1 O N z N N O `W O ^ 0�0 U U U U 3 a a (�-), Q�) Q-�) p ^ � x z m m o z kr, kr) w � Cs E- Qz. C Q a v O O O O U 'b W C b O O a N N N O o N F M M M�y ��.\l w U Q QN00Ix w w � \ U U O O V1 # U Ox CIO GO 110 1-0 A v a � w~ w- w f6 C a N m O Q W �. O U U U to p C a) L Q O O O cu tl7 Q G o cu co 'O x X c o o a � c C .0 N eo O C O U O E W Q v -0 M � Wc ^ pcn oo �t b _ �II .� 30 w (6 f� IL N O 7'� M a a) O ca C c — o Q �' C° ~ ate) c a `:. j •0 2�2 N __C to a? — N �i•. ) 'Q a) Yam+ p - C co O — _� \ a M O_ C O f6 Q N O O C C w O L M n � O J p E a -C O N N N - \ co � rn a a) � 0 N M f6 (6 O a O n- V 0 - VJri Z o - c L X �N c o o a -0 3 Z cf°i aci a y �° o Q a N (D a co -0 LO E w o E Q C7 Q W n O _ ao m �, o d rn o o - J E N (6 a) N 0. O 6 ? O N p N -, Z, -N N pcu N (D N c Y m a cca coi N Q x z c\ 2 Q L d M `p N C � .fn Q O o C_ (V a _ p I?.J N a O otS O j N co 0 x 0 N O U O N Q x N CD O m c a (Co n 0 a) o X 2 `� a a� E c n u Fil Q O c a co - rn U) 7 N O Q)) a c C° f6 E o a O f6 `m E � � a = w E C U Cp N ..c O N in .� N p' c C Vl a ,� ^•� N M QUJ E U Q_ I- U .o mN c Q N cQ c a ai T a ti � ��d in s co. �•� ? 0 ——R _ O � rn '~' STATE engineering i L,Si i-L.i IS SERVICES@)UPSTs,c0 MI General Structural Notes — Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE V-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. ' CONCRETE f'c=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6—W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS BEAMS AND POSTS (4x_AND GREATER): DF-L#2 JOISTS/STUDS (2x_): HF#2/STUD GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 AT CANTILEVERS) 2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD (32/16) OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA : NOMINAL WIND SPEED —85 MPH RISK CATEGORY II ULTIMATE WIND SPEED—110 MPH IMPORTANCE, I = 1.0 WIND EXPOSURE, B KzT= 1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le= 1.0 Ss= 1.25 SITE CLASS, D S1 =0.40 SEISMIC DESIGN CAT., D SDs=0.83 SETS. FORCE RES. SYS, A.15. SD1 =0.43 DESIGN BASE SHEAR= 6789 Ibs Cs= 0.13 RISK CATEGORY 11 R=6.5 NAIL SHEATHING TO /- BLOCKS PER SW SCHEDULE EDGE NAILING SW PER PLAN EDGE NAILING PER SW SCHEDULE TYPICAL ❑PENING LSTA21 W/ BLOCKING AS REQUIRED (4 TYP.) 1 FORCE TRANSFER X AROUND OPENINGS NTS SHEAR WALL PER PLAN TIGHT-FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURALNOTES ROOF FRAMING PER PLAN _ 2X LEDGER (OR RF TRUSS)W/ (2) 16d TO EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEAR WALL PER PLAN SHEAR WALL PER PLAN TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING BOUNDARY NAILING PER BOUNDARY NAILING PER STRUCTURAL NOTES STRUCTURAL NOTES ROOF SHEATHING PER ROOF SHEATHING PER STRUCTURAL NOTES STRUCTURAL NOTES `a TRUSS (MONO) PER PLAN 2X CONT SOLID BLOCKING ROOF FRAMING PER PLAN W/(2) 16d TO EA STUD 2X LEDGER W/ (2) 16d TO EA STUD RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL 2 SHEAR TRANSFER X SW TO SW THRU LOW ROOF NTS �d � § / & § \} \ ! \ < o : w \ )j § !2 wi; co \� \ � %§ ■! w 8909 i Tff (S, 2 ® !; )` § ) ƒ :�| \\)_ (� E E 5 cc� �< co,: oo 2 |, \§\§ 00, ¥;!! »° _ \§( 5 ,! \ }(!) e«_m_mA _ % , 7-Ms 7-a¥ . � \ / � I X O b °m pz o I ao 110 N a zw w ¢�' wrn J I IQ om « Ito ® LL° m $w g II° Vz o cLL m m� YK h p m < Q J `m w 1 X �•� .LI 9L-.9 S-.E Z/L L15C Y lu / O \J-1 I I azm II 00 z ,r, II pwrc W Sa II 8�a Q Sm, I I 'wm z zm I I wmw Q owa o mw ow OJ m¢�O m z w. II o5LL mrco° m �a3 a I I r°nom c°2zz° yo> x Op-N 3U mw� z ZwF- wa> 30� °¢rw zw- waw zw I 21FNw -nwzo xOw w � x z w w w oJXo III =�oW mmp¢ �a�aa I waw 'ooao� IIW amo'o a�nm II aawm WN oox -¢wow odour II Zoox r mU ¢ma3 II noiW I oI -----Il-----_---- s-MS �-T'Is o ° PLYWD PER PLAN #4 @ 16" O.C.112 w/ 10d @ 6" EDGE FRAMING PER PLAN 24 SIMPSON A35 _ 7 @ EA JST a 4422s 2x6 P.T. PLATE w/ SEE DETAIL 1 SSiONA % "Ox10" A.B. 2/L�2 l @ 18" O.C. A ALT TOP CONN offEs -k-01- 1°I Scale: 1/2— 1'-0. 1 • 6" MIN 2.5" CLR 6"CONC WALL W/ 2x BLK'G7JSTSPA (2)#4 CONT @ TOP FOR (#4V @ 16" OC w/#4H @ 10 O.C. SEE DETAIL 1 MAX B TOP CONW.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 00 MAX 6 GALLONS WATER PER SACK OOp00 • OO p 0 p00 GRADE 60 STEEL FOR#5&LARGER p pp 0 GRADE 40 STEEL FOR#4&SMALLER • • • Op pO 0 BACKFILL WITH POUROUS MATERIAL 8,, 3" 5 5" pp 0000 FOOTING BACKFILDO NOT CREATE L1ISQCOMPACTED NUAL BACKFILL UNTIL CLR 1�„ 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 / AcrLL COUNT-1zY 1'405 PLAN _ KNUp50N Received ups-rA-r, .To?,+4� 052`� FEB 0 5 2018 FouNPA-'-1�0N �z vZSzON PO BOX 952 Title 8'(4'UNBALANCED) Page: 1 LYNNWOOD,WA 98046 Job#: Dsgnr: amg Date: 2 FEB 2018 UPSTATE (206)280-4715 Description.. engi SERVICES@UPSTS.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 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 `N M. G Slope Behind Wal = 0.00 FootingIlSoil Frictior ttF' ti q Height of Soil over Toe = 24.00 in Soil height to ignore y for passive pressure = 44226 /4NAL 6 Vzl Thumbnail DPR6 3-017 19 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 Ii 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 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-# 0 0 ft-# Lateral Sliding Force = 477.3 Ibs less 100%Passive Force= - 1,001.5lbs 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 537.8lbs 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,ACI 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 UPATE (206)280-4715 Description.... SERVICES@UPST8.COM KNUDSON This Wall in File:C:\Users\Andy\Documents\UPSTB 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 (413)`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 �F w I'y09 Footing Strengths 8 Dimensions Footing Design Results = y Toe Width = 0 46 ft Toe 1�eel Heel Width = 1.13 Factored Pressure = 2,176 550 psf Total Footing Widtt = 1.58 Mu':Upward = 212 149 ft-# R ►+226 Footing Thickness = 9.01 in Mu': Downward 1422 1688 ft-# SS'10 AL Mu: D Key Width = 0.00 in Design Key Depth = 0 00 in Actual 1-Way Shear = 0.00 0.08 psi EVE 3-01- 19 Key Distance from Toe - 0.00 ft Allow 1-Way Shear = 75.00 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 019 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 STATE (206)280-4715 Description.... zngi KNUDSON SERVICES@UPSTB.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,ACI 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 It 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 450.0Surcharge Over Toe = 071 318.8 Net Moment Used For Soil Pressure Calculations 265.5 ft-# Soil Over Heel = 378.2 1 27 480.8 Footing Weight = 1784 079 141.2 Net Mom.at Stem/Ftg Interface= 265.5 ft-# = Allow.Mom.@Stem/Ftg Interface Vertical Force 1,687.51bsace= 951.2 ft-# 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. Q-F" hC'9 O 2 -7 s 44226 ��0\�4. NAL ECG Zi2i201 e EXPFES 3-01- 19 PO BOX 952 Title 8'(4'UNBALANCED) Page: 4 UPLYNNWOOD,WA 98046 Job#: Dsgnr: amg Date: 2 FEB 2018 1 I l (206)280-4715 Description.... 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,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 vy M. Q'� w tiC'9 O 2 � 44226TG RFGiS �� ss/ONAL Z/Z/7 018 EXPIRES 3-01- P 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 Permit#: 1762 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: 425-548-3067 Email: csetzer.ecc@gmail.com Scope of Work: New SFR Valuation: 221000.00 Square Feet: 2290 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 325 S COBB AVENUE KNUDSON JOHN 111 Single Family W EST Residence-Detached 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 03/05/2018 R20.SFR/DUPLEX BUILDING Approved 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 $1,541.03 Building Permit Table 4-1 $2,370.81 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 $192.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Traffic Mitigation-SF Single Family $3,355.00 Water Heater(Tank) $25.00 Park-Community SF Single Family Credit for existing home ($1,662.00) Park-Mini SF Single Family Credit for existing home ($484.00) Traffic Mitigation-SF Single Family Credit for existing home ($3,355.00) Total $4,233.34 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 67524345 cc $1,541.03 O1/12/2018 Innovative Investments check#10416 Launa Black $2,692.31 Outstanding Balance $0.00 Uploaded Files Date File Name 02/06/2018 3014900-0824 STAMPED FOUNDATION REVISION 2-1-18.pdf O1/12/2018 2947845-1762 Issued Permit.pdf 12/05/2017 2820780-1762 Application.pdf W U a � E W TOP OF ROOF RIDGE OU to m h Z ri CU Q J , BOARD AND BATTEN 4? j WITH HARDIE PANEL T` �_� W � O BOARD' IAND BATTEN m Rul IMF WITH HARDIE PANEL —. HARDIE LAP SIDING h' ! Z 514 X 12 TRIM BOARD - — — - -- - 5/4 X 12 TRIM BOARD Lu uj ®®®® ®®®® HARDIE LAP SIDING _ Q W O _ __ ®®® ®®®® TOP OF SUBFLOOR W — — TOP OF FOUNDATION 16 X 8 GARAGE DOOR REAR ELEVATION LEFT ELEVATION SCALE: 1/4 IN = 1 FT SCALE: 1/4 IN = 1 FT 3 TAB COMPOSITION (6-7)7X7 ROOF - ROOFING OVER 30LB FELT VENTS REQUIRED 6:12 PITCH TYPICAL - -- FFFFF� HARDIE SHINGLE SIDING _- - SECOND FLOOR PLT HT 8'-1" - 5l4 X 12 TRIM BOARD HARDIE LAP SIDING -- Z Z - _ — — 00 SECOND FLOOR FRAMING 12" 5/4 X 12 TRIM BOARD Z - FIRST FLOOR PLT HT 9'-l" Z Y O 'n — U o W r HARDIE LAP SIDING OFFICE COPY W _- FIRST FLOOR FRAMING 12" - CITY OF ARLINGTON W W - --- -- (5)8X16FOUNDATION RIGHT ELEVATION BUILDING DEPARTMENT _j 0 FRONT ELEVATION � VENTS REQUIRED A��PP��R��OVED � � SCALE: 1/4 IN = 1 FT SCALE: 1i4 IN = 1 FT Dnrf;,i� Y`�-sv 'o _ m a NO CHANGE9.AUTHORIZED UNLESS CWED APPR BY THE BUILDING INSPECTOR DATE: 11116/2017 APPROXIMATE FOOTAGE SUMMARY EHD JOB: MAIN LEVEL LIVING 640 2103 UPPER LEVEL LIVING 1065 FINISHED LIVING AREA 1705 GARAGEAREA 489 Received SHEET: COVERED PORCHES 96 DEC 01 M17 �rnvv 1 W z (� o ° E j aL 0Lu ° c� ♦� 4T 0 w�4T O v, OJ —,1 Z 21' 26' LL 0 21' 26' -0 Q m A� 30 J A ------ a ------------------ 5�p1d---------------�--------- ----- 5�01 � 5'Ct\p1---------�----------------------------------- i 01 � Ir-------------- — ----� r-------------------- --- -� I I r-------------- ------ r ----------------- ------� LLJ - I 1I NN I I I I N I '01d I I SEC.R-408,2 FOUNDATION VENTS TO Wy1 I I I BE WITHIN 3 FEET OF6 MIL BLACK VAPOR BARRIER I 9�p1 I ® I I I I THROUGHOUT CRAWL SPACE NCH CORNER TYPICAL. I s py �® m A " I 6"FOUNDATION I I I L J I I 6"FOUNDATION WALL TYPICAL WALL TYPICAL I I I I I I I I I I I I Z I I I I Az I I I I I I I I 4 ' I I I i'-6" 6' a'-10' a•-1o• a•.2" a•-r il-6^ I 'a -+_- -�_- -+ C� I 18"THICKENED FOOTING I I w 3 L0 ___ � �Oz I I I F 1 � I w � w�qq�qq � -- ------------- f---�J I 16 I I I — L4X10DF#2TYPICAL_ _ — I o� ''^^ I I I I I o � V♦ I 4"CONCRETE SLAB I i I I - W= I I 4'CONCRETE SLAB I I 24X24X10 CONCRETE a A w m ■ ro I I AT GARAGE I I I I w a w a I I AT GARAGE I I FOOTINGS TYPICAL i Q 3 W O W Xzow I I I I I I x�°"� I I I I I I xpwo I I I I I I AN °000 I I �I I I I xoaa W I I I I I I w0 I I I I I I N000 I 4"CONCRETE SLAB WITH 24"RIGID R-10 I I ( I I I III ��1IIIp 11 Ad III I INSULATION UNDER ENTIRE SLAB III III 0�I 7qR _ I II �II d II II - X 6 CONTINUOU AND THERMAL BREAK AT PERIMETER OF HEATED SPACE WITH 17 X 8 CONTINUOUS FOO 6 MIL BLACK VAPOR BARRIER OVER MIN 4" IIII IIIII y0 74'a4 aQI Vnt A—SO IN/30OTNGTYPICAL BED OF SAND OR GRAVEL BELOW SLAB FOOTING TYPICAL 0 LJI Number of Typ 8x16Vens(70) 5 Vens 0L � —J I L L ———— — ----- ——— —————— --------------------------------------I 21' 26' 21' 29 —---47' 47' FOUNDATION PLAN MOKE DETECTORS SHALL BEINSTALLED FOUNDATION PLAN SLAB FLOOR OPTION NOT LESS THAN 3 FT HORIZONTALLY FROM UPSTATE ENGINEERING THE DOOR OR OPENING OFABATHROOM WOOD FLOOR OPTION SCALE 1/4"=1 FT THAT CONTAINS BOR SHOWER.R314: SCALE 1/4"=1 FT LYNNWOOD,WA 98046 206-280-471 5 I IZATION SMOKE ALARMS' J STRUCTURAL REVIEW SHALL NOT BE INSTALLED LESS THAN 20 FT THIS DRAWING HAS BEEN HORIZONTALLY FROM A PERMANENTLY REVIEWED FOR STRUCTURAL INSTALLED COOKING APPLIANCE. REQUIREMENTS ONLY PER THEATTACHED LETTERCALCULATIONS IONIZATION SMOKE ALARMS WITH AN PROVIDED BY THIS OFFICE. f ALARM-SILENCING SWITCH SHALL NOT BE REVIEWED BY: 6m3 INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING DATE:11/1�/17 JOB#0624 sib 4T APPLIANCE. 4T PHOTO ELECTRIC SMOKE ALARMS: 14•-101/2" 6'3 Vr s'-11" 5'-3 7!2" 13'-71/2' SHALL NOT BE INSTALLED LESS THAN 6 FT 21 T-P HORIZONTALLY FROM A PERMANENTLY 10. INSTALLED COOKING APPLIANCE. A 3'-9^ 3' a'-2" 4• a' 1A� T 5' 2'-101l2" 2'A 1/2" �6 s UNDER -ENCLOSEDRSHALL B ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED SWi 504aL8 �� LS 503OLS SWt SWt lNSS� 5,(1.01 SWi WITH 1/2"GWB ON ALL ENCLOSED SURFACES. 30 S SW1 404p6H SW7 EGRESS WINDOW " S R302.6-PROVIDE 112"DRYWALL ON WARM WALLS, ; ywU MINIATpN o o DRYER77E= PER R-310.1 J SUPPORTING WALLS AND GARAGE TO ATTIC. , �bb111"cNEG'rcP>�rcT / VTO p1d PROVIDE 518"TYPE X GWB ON CEILINGS 3'-712^—+k—T51/2 v�'i Iq J MASTER BEDROOM 5<� WITH HABITABLE ROOMS ABOVE N r-lour ��a r _______ xapos w o SMOKE ALARM FAN SMOKE ALARM rn MIN 18X24 CRAWL SPACE 100CFM 5 01 f—� PER R314 ® FII 50 CFM VTO PER R314 -- �c m I ACCESS.INSULATE AND F FAN VTO 3 1/8 X 12 24F GLB tJ` Z I o m WEATHERSTRIP.R408.4 x I N BEDROOM4 a N N I I g O ZZ F I I N 2'-11+ 3' 3'S 12^ g.6^ WHOLE HOUSE FAN PER •-2^ -2" C' H Y u9 M1507.3 W/24 HR TIMER, . 3'$ 10'-1 1Yr m m R-4 DUCT INSULATION,AND HALF WALL D N x w I 1 3/8"SOLID CORE WOOD DOOR 3�2" a X 10 OF#2 1.5 SONE RATING.VTO x x 3068 - CONCRETE PORCH } G j 2868 2468 26N 5pgg I ffi I OR 20 MINUTE FIRE RATED DOOR CARBON MONOXIDE WITH SELF CLOSER PER R302.5.1 CARBON WHOLE HOUSE FAN:LABEL SHALL BE ALARM PER R315.1 ® 2 $ i i i ALARM PER R315.11 MONOXIDE® Z AL77 FFIXED TO THE CONTROL THAT READS: - SMOKE ALARM ivl "WHOLE HOUSE VENTILATION(SEE PER R314 [v ( I Z OPERATING INSTRUCT ONSS)" 2668 � N M1307.3 APPLIANCES HAVING AN IGNITION oSMOKE ALARM SWi/ I SOURCE SHALL BE ELEVATED SUCH THAT PER R314 ® {- O Ln R807.1-22X30 ATTIC p-8' 8'S1/r I THE SOURCE OF IGNITION IS NOT LESS THAN GARAGE x 1 O q ACCESS.INSULATE 18 INCHES ABOVE THE FLOOR IN GARAGES. R311.3.2 MIN LANDING 36 X 36 V 2468 PLANT AND WEATHERSTRIP. SMOKE ALARM I —2 3 t!r WITH 7 3l4"MAX RISE W f TO TOP OFTHRESHOLD PLANT SHELF _ PER R314 ® � M1307.4.1.1-(2)SCREENED COMBUSTION x J Z i. SMOKE ALARM J� AIR DUCTS ARE REQUIRED IN FURNACE G '$ ♦n a AND WH ROOM.ONE WITHIN 12"OF TOP S V PER R314 4 PLATE AND ONE WITHIN 12'OF FLOOR. rq 6' W J q ALL EXT WINDOW AND DOOR Fp 1�2 3 \ a'rA ALL EXT WINDOW AND DOOR a C� HDRS TO BE 4X70 DF#2 U.N.O. a 1A a w HDRSTOBE4X10DF#2U.N.0. 77y0 S �50 CFM VTO �O_GAS WATER HEATER)BRACED PER P2801.7WATER HEATER SHALL BE ✓�FURN O F 74�3 1/8 X 1�2_24F GLB �J BEDROOM 2 BEDROOM 3 WITH MIN EF OF 0.91 NTH RELIEF VALVE PER 50 CFM VTO 4X4 POST W C� o GAS FURNACE WITH '�'`�f F LIVING G&1 nLu o EGRESS WINDOW EGRESS WINDOW q, ' 1A MIN AFUE OF 94% I k x < J PER RJ10.1 PER R-310.1 m r ,p10 404OLS 'SW" 5040LS :ISWi gWJ ST�O N Syy1 .ISW� OPTIONAL BAY WINDOW 1 Th074� m a 2-i^ 4• B+ 4'$ s 4'-2' UPPER FLOOR PLAN 5050LS DATE: SCALER/4 IN=1 FT LOWER FLOOR PLAN 11/16/201� s'avr re^ 6s^ 13$ ra' 1s-++rr relrr s 6 SCALE 1/4"=1 FT EHD JOB: 47' - 21' T-71/r T-81/r 2' 6 2' aT 2103 SHEET: ` 2 Lu uE W 6- o co) cii -6 a Attic Ama SQ IN ATTIC VENTILATION:VENTED BLOCKING AND GABLE END '� co VdnLAma,9Q-N0)(L— RIM VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT Up 2Z5 SO IN OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR N uj fi' OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. 0 Lower Area to be provided by vented block at each Buss -7I r = __ _ _ _ =l Op II o Iji MANUFACTURED TRUSSES AT 24"OC. III �•] --� DESIGNED AND ENGINEERED BY I _ TRUSS MANUFACTURER.INSTALL w ICI— I I F F r PER MFG SPECS.6:12 PITCH TYPICAL.I o I I" co I j W L �j Q Ll II I II IIII I IIII / - IF I L ,P W O .. HELF ac � IL _ 16'PLANT S__ _ J II I I i�` � Iu° \ III III / I II m� I II III W lu'� I 1 �_ I I I it II I IIII j j °W Cf iI I I I I I I IN 1 1 I �Ir-- Lif I� - - J - II I - - -- - - - -j J=i TYPICAL OVERHANG AT EAVES14" ROOF PLAN SCALE 1/4"=1 FT UPSTATE ENGINEERING PO BOX 952 LYNN WOOD,WA 98046 206-2804715 STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL RED AREMENTS ONLY PER THE ATTACHED LETTER/CALCULATIONS PROVIDED BY THIS OFFICE. REVIEWED BY: .— DATE:11,14,14 JOB#0e24 —————— —————————————————————--——— ———— r ---------- —I I I rr------- I -- ---------� — I ----------- l i i I I 1 I IIII I I I N N I I I f I IIII I II 5 S2 II I 3118 X 12 24F GLB I LJ I MIN 18X24 CRAWL SPACE ACCESS.INSULATE AND I I m m y� ? 4X4POST °o °o WEATHERSTRIP. 0 0 II I IIII I I I L_J �, -1 �F IIII I II II I s I t-1rr- � I Iq I � �I IIII I II I I I y °�m DOUBLE J016T 4X10 DF#2 IOVEI BL KING —UF — LU210 HANGE I L 0R m 0 I LU210 HANGERS TYPICAL SOLID BLOCKING 3 1/2 X 11 1/4 2.0E PSL — w r ( o Z IIII I J L — I V Q OVER WALL r�i WE w a 150 � I m \ n z mn H 'm IIII FASTENERS INTO OR IN CONTACT WITH O i- O 0 PRESSURE TREATED OR FIRE RETARDANT TREATED I I u I \ p w U y W$ IIII WOOD SHALL BE OF HOT-DIPPED Z w °w IIII GALVANIZED STEEL,STAINLESS STEEL,SILICON I I I Z Y x _ o Z m o BRONZE OR COPPER.EXCEPTION:1/2 INCH I I LL Z W O O IIII DIAMETER OR GREATER STEEL BOLTS. I I I I I O Lf� I N I I FLOOR JOIST TO BE 0 0 Z m IIII I I I FLOOR JOIST TO BE 2X12 HF#2 AT 16"OC IIII I I I 2X12 HF#2 AT 16"OC I I LV II I = IIII I II 11 as 4X4 POST IIII I I I r- ` _ _ IIII I II j L1 Wa I 31/Bx,zzaFGLe I III I I I I I LB-J � LU210 H ~ A PICAL NGERS TY " u " IIII I I I 5 = 11 SOLI)BLOCKING I I W W II 11 II II I I I L J I I _ OVER WALL L---_—_---- — 31I2X1/42.OE PSL ----------J - - - - - - - IIL=====___________ L - - - - —-------------------- — — — CANTILEVER FLOOR JOIST DATE: UPPER FLOOR LOWER FLOOR FRAMING PLAN FRAMING PLAN 11/16/2017 SCALE 1/4"=1 FT WOOD FLOOR OPTION SCALE 1/4"=1 FT EHDJOB: 2103 SHEET: 3 GENERAL NOTES 2XB PT LEDGER AT WALL WITH I/2X4' ROOFING NOVE TOLE ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL STAGGERED LAG BOLTS AT 18"GC INTO RIM MID ROOF"UNDER SHINGLE'VENTING 70 COMPOSITION OVER 30L8 FELT W 7/18"OSB ROOF PROVIDE LOWER ATTIC VENTILATION. SHEATHING.8D AT 6" E CODE,2015 INTERNATIONAL BUILDING CODE,AND THE 2015 WASHINGTON STATE 4X4 SUPPORT POST \ JOIST.M AND 2"T3 SHALL Y FROM LEDGE RIM JOIST \`v HOLDOWN SCHEDULE Dete: 11/5/2017 ENERGY CODE. BOTTOM AND 2"TO 5'FROM ENDS OF LEDGER \ OC AT EDGES AND �a SOLID TIGHT FITTING 12"OC AT FIELD Job N: 0824 0 R-408.2(WAC51"51)UNDERFLOOR VENTILATION REQUIRES i SO FT OFNETFREE SIDING BLOCKING(NO VENTS) INSULATION SHEARWALL B HOLDOWN NOTES(U.N.O.): MARK HOLDO / FASTENERS TO FOUNDATION V E CROSS VENTILATION FOR EACH 300 SO Fir OF UNDERFLOOR AREA COVERED. H1 ROOF TO TOP PER ENERGY (1)Simpson or equal.Locate at end of shearwall u.n.o.Install STRAP•1 (2).STUDS MIN U.N.O. ANCHOR•(1)(4) COMMENTS y R-408.4 UNDERFLOOR ACCESS:MINIMUM IB"X24"CLEAR ACCESS THROUGH METAL FLASHING ~DTT2 CONNECTOR \a PLATE CONNECTION (INFORMATION Per manufacturer recommendations for foundation minimum end (8)-16d sinkers to each = CD y AT EACH TRUSS PAGE T-I MSTC40 FLOOR,MIN 10"X 24"THROUGH EXT WALL. - - _. distance and embedment,deepen foundation es required. .matted element N/A (� VENTED 2X (2)Construct cripple wall same as ahearwall(SW)above,and L',1 R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN INSULATION PER ENERGY BLOCKING gable-end es 3x or(2)2 rwall(SW)belt plate t' tiT11D14/lalyl (38)/(30)-16d N/A a`0 J 12"FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. •' f INFORMATION PAGE INSULATION BAFFLE WITH 1" (3)Requires 3x or(Sh 8 foundation Bill plate 'o,' ",o• MIN AIR SPACE TO EXTEND (4)Threaded rod and coupler as required. //,1 R HEADER PER PLAN TO 12"VERTICALLY ABOVE FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT o LU828 •o• ---- - -— RIM JOIST / \ r (5)Common nails,UNO:8d=O.131'x2%',1 Od=0.I48'x3", TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, MSTC28 OR(2)HTT4 \ / 1'A" INSULATION v+ _ SHEATHING PER 12d=0.148"x3'/.",i8d=0.i82"x3Y.",18d sinker-0.148"x3'/,". Q fy SILICON BRONZE OR COPPER EXCEPTION:1/21NCH DIAMETER OR GREATER STEEL AT TWO LOCATIONS TO 2X8 DECK, ISTS 3W SCHEDULE si BOLTS. CONNECT FLOOR SOLID BLOCKING NOTE:GABLE ENDS THAT ARE DIRECTLY UP AGAINST (6)Install H1's on all trusses/rafters,A35's at 24"o/c on gables 8 Q DIAPHRAGM TO DECK JOISTS 5 FT SETBACK SHALL HAVE NO GABLE VENTS 2X8 WALL FRAMING AT 16"GC rim Joist(or solid blkg)to top plate(Bill plate at fdn)u.n.o.;When R-80B.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 11150 OF specified spacing Is less than 24"o/c,Install ASS'S at roof solid ATTIC AREA OR 1/3001F 40-60 PERCENT IS UPPER VENTILATION.VENTED BLOCKING TYPICAL ROOF TO WALL blk'ing to SW top plate,and Install H1 or H2.5 on all AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVERHANG INTRUDING INTO trusseirmfBas.LTP4,LTP5 or LS50 can be substituted for A35, �7 LESS FROM THE PROPERTY LINE OR WHENTHE EAVE OR OVERHANG I3 LESS THAN O DECK CONNECTION TO WALL D3 4X4 DECK RAILING POST SUPPORT D2 5 FT PROPERTY LINE SETBACK D1 AND HEADER SECTION Conn.per Simpson Strong•Tle or equal. M 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 _ �Y R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN A READILY (7)Minimum 3x or dbl-2x stud Ism'd w/(2)-16d @ 6"c/o at ACCESSIBLE AREA 30"MIN HEADROOM,INSULATE AND WEATHERSTRIP i-6" 1 HOUR FIRE PROTECTION abutting panel edges. R•310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" 8D NAILS AT 6"OC PERIMETER FRL�AgHING F TO ALL r PROVIDED BY 5W GAS AT BATT INSULATION PER (8)Anchor bolts shall be embedded at least 7"Into concrete; Z ALL SIDES ENERGY INFORMATION PAGE BATT INSULATION PER there shall be a minimum of two bolts per piece with one bolt ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET,A MIN WIDTH OF 20"AND A MIN NAILING TO LEDGER ENERGY INFORMATION PAGE CD HEIGHT OF 24". PARALLEL OR located not more Man 12"or less than seven bolt diameters from TIGHT FIT SOLID PERPENDICULAR NAILING TO SOLID BLOCKING. each end a the piece.2x min PT,u.thina must be APA . 18"MAXIMUM ENCROACHMENT INTO .191 All R•314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING BLOCKING ROOF FRAMING SPACING PER PERIMETER ROOM,IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH ----- 5 SETBACK THIS WIDTH INCLUDES NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILING STORY. BASEPLATE NAILING OVERHANGS.NG.,HOUR MINIMUM FIRE l�tob q. 11/0582417 FINISHESPER SW SCHEDULE SHEARWALL SCHEDULE PER SW SCHEDULE _ RESISTIVE CONSTRUCTION. W SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 IN HORIZONTALLY RIM JOIST 314"FLOOR PLYWOOD 3/4' PLYWOOD MARK SHEATHING-APPLY/c SHEATHING EDGE NAILS•(5) BASE PLATE ROOF TO TOP PLATB, SILL PLATE ANCHORS w/ FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER.R314 " 2X LEDGER BLOCK, 2UHN.0 BELO Ib"9 c ALL EDGES BLOCKED FLOOR TO 7'OP PLATB d '(2) NAILS•(S) 3"z 3"x 1/4"WASHERS•(8) Q SHEARWALL PER RAFTER OR TRUSS WITH RIM JOIST () (do na mlwsta t Ovah) $SILL PLATE SCHEDULE FLOOR JOIST FLOOR JOIST IONIZATION SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 20 FT - (2)i6D TO EACH STUD PER PLAN PER PLAN SW-1 7/16"OSB Ed Q b"o/e(12"o/c field) I6d Q 12"o/c H1 A35 or 24 o/c 24 "o/c 5/8"0z10"AB'e(aj 60"o/c HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. l IONIZATION SMOKE ALARMS WITH AN ALARM•SILENCING SWITCH SHALL NOT BE FLOOR JOIST PERIMETER NAILING SW-2 7/16"OSB Ed 4"o/c 12"o/c field) I6J 12" INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED PER SW SCHEDULE BATT INSULATION PER FLOOR TO TOP WALL FRAMING FLOOR TO TOP ( ^Q o/c A35 Q 24"o/c 5/B"Gz10"AB's Q 60"o/c BASEPLATE NAILING COOKING APPLIANCE. ENERGY INFORMATION PAGE PLATE CONNECTION PLATE CONNECTION PER SW SCHEDULE PER E CONNECTION PER E WE SW-3 7/16"OSB•(7) 8d Q 3"o/c(12"o/c field) I nd«, 4"o/c A35 B 10 "o/c 5/8"Gx10"AB's aQ 12"o/c �QJ PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR WALL FRAMING si O HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PERPENDICULAR LOWER 18"CANTILEVER INTRUDING INTO TYPICAL UPPER FLOOR Uj R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING ® ROOF TO WALL CONNECTION C3 5 FT PROPERTY LINE SETBACK C2 CANTILEVER UPPER FLOOR C1 JOIST SECTION 2 T AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. i R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS AND WHEN PLACED WITHIN 24"ARC OF EITHER VERTICAL EDGE OF DOOR AND 1Y MIN REQUIRED 3.4"SUBFLOOR NAILED WITH eD AT W BASEPLATE NAILING NAILING TO SOLID BLOCKING. BASEPLATE NAILING GLAZING IS LESS THAN ST ABOVE FLOOR. BETWEEN BEAM AND OC AT EDGES AND 1T OC AT FIELD PER SW SCHEDULE GROUND.18"MIN SPACING PER PERIMETER WALL FRAMING PER SW SCHEDULE W1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE REQUIRED BETWEEN �\ BATT INSULATION NAILING OF FLOOR DIAPHRAGM WALL FRAMING WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR JOISTS AND GROUND. 1) PER ENERGY 3/4'FLOOR PLYWOOD GATT INSULATION w 3/4'FLOOR PLYWOOD SURFACE,SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT SOLID BLOCKING OVER BEAM INFORMATION PAGE PER ENERGY DAMPER. 4"CONCRETE SLAB FLOOR INFORMATION PAGE FLOOR JOIST PRESSURE TREATED FLOOR JOIST UPSTATE R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS.MIN SIZE 4 IN WITH FLOOR JOISTrO�RROVED PER PLAN SILL PLATE / RIM JOIST PER PLAN engineering 1/21N STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN ' I YNNWOOD,WA 9e046 T.(206)2oV-ESdP F.COM e34-62b1 RIM JOIST PRESSURE TREATED 1 SERVICES®UPSTe.COM PT POST OR 90LBND AC4 I° DESIGN CRITERIA FLOOR TO TOP 4 SILL PLATE �� FLOOR TO TOP FELT AT BOTTOM gATT INSULATION PLATE CONNECTION - PLATE CONNECTION General Structural Notes—Unless Noted Otherwise ROOF LNE LOAD 26-ROOFDEADLOAD 15 ECTION PER ENERGY PER SW SCHEDULEB MILLAC PER SW SCHEDULEFLOOR LIVE LOAD 40•FLOORDEAD LOAD 10 VAPORBARETE INFORMATION PAGEDECK LNE LOAD 60-DECKDEADLOAD 10 G 1r. GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION,OR \ PER PLAN OTHER GOVERNING CODE AS REQUIRED BY LOCAL JURISDICTION. • WIND SPEED 85-SEISMIC CAT.D - DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED.NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS CRAWL SPACE BEAM FOUNDATION AT FOUNDATION AT REQUIRED BY LOCAL JURISDICTION. SUPPORT SECTION 63 CANTILEVER LOWER FLOOR 82 GARAGE SLAB FLOOR B1 FRAMED FLOOR JOIST FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY.BOTTOM OF EXTERIOR FOOTING SHALL BE V-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. THE GREATEST RISER HEIGHT WITHIN ANY MSTC66 Q CENTERLINE CAST-IN-PLACE ANCHOR BOLT TO BE 518"X 10"WITH 3 X 3 X MINIMUM COMPRESSIVE COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC FLIGHT OF STAIRS SHALL NOT EXCEED THE OF RIM JET AND \ 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE NO STRENGTH OF CONCRETE MATERIAL AND DEBRIS,FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF SMALLEST BY MORE THAN 318" BEARING WALL LESS THAN 4 Irr AND NO MORE THAN 12"FROM EACH END. SHALL BE NOT LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST FILL ALL HOLES./16d 7"MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 3000 PSI PROCEDURES, SCHEDULE. CONCRETE fc=2500 PSI MINIMUM 6-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 MIN HEAD CLEARANCE -G= FLOOR MECHANICAL GALLONS OF WATER PER 94 LB SACK OF CEMENT.MAXIMUM SLUMP IS 4".SEGREGATION OF MATERIALS TO BE HANDRAIL 3438" TOBE e'-8" FRAMING FASTENER 8"CONCRETE FOUNDATIONk 2x TREATED�� PREVENTED. ABOVE STAIR NOSE 2#4 HORIZONTAL WALL MAX HEIGHT 98"WITHNTAL:(1)#4 BAR WITHIN STAIR TREAD IF STRAP OVERLAP IS REQ'D,(t0)-t6d DOUBLE STUDS REINFORCING ROD REINFORCING STEEL#5 BARS AND LARGER SHALL BE GRADE 80 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE PER R3115.3 --- NAILS MIN SHALL GO THROUGH BOTH EACH STRAP CONCRETE SLAB MAX UNBALANCED BACKFILL TOPE WALL R403.1.3.1 GRADE 4Q N ACCORDANCE WITH AN ASAR ER S LAP SPLICES 32 BAR DIAMETERS.WELDED#WIRE FABRIC SHALL \ STRAPS.RELOCATE MSTC ABOVE EDGE NAIL SHTG NOT TO EXCEED 48' ItJ 3i1Yo 41' 1X8 RISER �j FLOOR JOISTS CENTERLINE IF REQ'D. fUNO `• - ERTICAL 46"ON CENTER PER CONFORM TO ASTM A-185 AND SHALL BE 6X6-WIA X W1.4.LAP ONE FULL MESH AT SPLICES. 8"WALL MAY BE USED WITH 2XI2STRINGERSVAPOR BARRIER MAX HEIGHT 54" TION R403.1.3.1 MIN 14'INTO STEM MECHANICAL L AND STANDARD HOOK PER TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: CONNECTION 4"GRAVEL \ TION R608.5.4.5 BEAMS AND POSTS(4x_AND pREATER): DF•L#2 MIN RUN 10" FLOOR TO STAIRS HOEDOWN (1)#4 REBAR REQUIRED AT4 B18 X 8 CONTINUOUS THICKENED MAX RISE 7 3/4" PONY WALL CONSTRUCTION: PER PLAN SLAB UNDER BEARING WALL FOOTING WITH MIN 3"FROMMIN 17 X 6 CONCRETE JOISTS/STUDS(2x_): HF#2/STUD 1/2"OWB UNDER STAIRS 2xg MATCH ABOVE @lW We BOTTOM OF FOOTING R403.1,3.1FOOTING MIN 12"BELOW GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) 2X DRAFT STOP BLOCKING WALL SPECIFICATIONS -_... GRADE FROM SHEARWALL ABOVE 2x_TIMBER SHALL BE KILN DRIED.GRADES SHALL CONFORM TO'WWPA GRADING RULES FOR WESTERN LUMBER", L BETWEEN STUDS FROM �•; ALL FOOTINGS TO BE PLACED - ---- ALL STEEL 70 BE GRADE 60 LATEST EDITION.ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC.ALL 3/4"-1 114"NOSING 2X4 STIFFENER ON BEARING SOIL CONNECTIONS PER IBC TABLE 2304.10.1. y CONCRETE THICKENED Al TYPICAL CONCRETE FOUNDATION(8OR6INCH) ROOFDIMHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32116)OR7/16"p3B SHEATHING,NAIL ALL SUPPORTED Z O PONY WALL WITH SW HOLDOWN A2 EDGES AND BOUNDARIES WITH 8d AT 6'D.C.AND INTERIOR SUPPORTS WITH Ed AT 12"O.C.;BLOCKING NOT 0 O TYPICAL STAIR SECTION ® SLAB FOOTING REQUIRED. 0 FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24.)SHEATHING.GLUE AND NAIL ALL SHEARWALL PER PLAN SUPPORTED EDGESAND BOUNDARIES WITH 10d AT W O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., TIGHT FIT SOLID BLK'G BLOCKING NOT REQUIRED. Z BOUNDARY NAILS PER PLAN MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE.THE CONTRACTOR Z Y ROOF SHEATHING PER PLAN SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS = s HAVE BEEN INSTALLED.DO NOT SCALE DRAWINGS.PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. O LO O WIND DESIGN CRRERIA: V h NAIL SHEATHING TO NOMINALWINDSPEED-85MPH RISK CATEGORY II W r ULTIMATE WIND SPEED-110 MPH IMPORTANCE,I=1.0 J Z BLOCKS PER SW WIND EXPOSURE,B Kzr=1.00 SCHEDULE EDGE NAILING 0 Q ROOF FRAMING PER PLAN 3E131MIC DESIGN CRITERIA: J SW PER PLAN 2X LEDGER(OR RDDF TRUSS)W/ IMPEQUIVALENT LATERAL FORCE PROCEDURE Q a EDGE NAILING PER (2)-l6d EA STUD SITE CLASS,D =1.0 S0.40 W SITE CLASS,D Si1=0.40 SW SCHEDULE SEISMIC DESIGN CAT.,D Stn V TRUSSES OR RAFTERS PARALLEL TO WALL 0.43 SETS.FORCE RES.SYS,A.15. W DESIGN BASE SHEAR= 6789 lb. Cs=0.13 W TYPICAL RISK CATEGORY it R-6.5 ❑PENING LSTA2I W/BLOCKING SHEARWALL PER PLAN SHEARWALL PER PLAN J O AS RECUIRED(4 TYP.) FROOF SOLID BLK'G TIGHT FIT SOLID BLK'G = W NAILS PER PLAN BOUNDARY NAILS PER PLAN Ls� ma THING PER PLAN ROOF SHEATHING PER PLAN UPSTATE ENGINEERING DATE: PO BOX 952 LYNNWOOD,WA 98046 11/16/2017 206-2804715 TRUSS(MONO)PER PLAN STRUCTURAL REVIEW 2%CONTINUOUS THIS DRAWING HAS BEEN EHD JOB: ING PER PLAN SOLID BLK'G W/ RE UIREE ENTS ONRUC7URAL 2)-16d EA STU➢ REOUIED LENT RICALC LATHE W/ ATTACHED LETTER/CALCULATIONS 2103 (2)-16d EA STUD PROVIDED BY THIS OFFICE. RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TU WALL REVIEWED BY: emy 1 FORCE TRANSFER DATE:11/14/11 JOB#0524 SHEET: NITS �LOW ROOF SHEAR TRANSFER, TYPICAL X AROUND OPENINGS Scate, 3/4' = V-0 Simple Heating System Size:2015 Washington State Windows and Doors LU R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS V Prepared by:Dennis Smiley/Emerald Home Design Quantity width Ft Width In Height Ft Height In Medium Dwelling Unit 1500-5000 SF)requires 3.5 point from table R406 p � Windows 2 z 0 5 0 9 Builder-Eagle Country Construction 1 5 0 51 0 U W Plan Name-1705-Knudson 3 3 o a 0 This project selects the following: O LU 2 4 0 4 0 Design Temp=21/70 deg-21 49 1 3 0 3 6 co EFFICIENT BUILDING ENVELOPE 1a: aCZ Q 4 5 0 4 0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: J Conditioned Floor Area 1,705 1 5 0 3 o Vertical fenestration U =0.28 CV3 a a Average Ceiling Ht 8.71 z 2 0 1 6 Floor R-38 Conditioned volume 14847 0 0 0 0 0 Slab on grade R-10 perimeter and under entire slab 0 0 0 0 0 Below grade slab R-10 perimeter and under entire slab W Component U-Factor Area UA 0 0 0 0 0 Or �y LU Glazing and Doors 0.280 282 79.0 0 0 0 of 0 Compliance based on Section R402.1.4: Reduce the Total UA by 5%. J Skylights 0.500 - 0.0 0 0 0 0 0 Attic Area-R-49 0.026 1,145 29.8 0 0 0 0 0 0.5CREDITS Above Grade Walls-R-211nt 0.056 1,932 108.2 0 0 0 0 0 m Floors-R-38 0.025 1,145 28.6 Glass Doors 0 0 0 0 0 Below Grade Walls-R-21 Interior 0.042 0 0.0 0 0 0 0 0 Slab Below Grade-R-5 Thermal Break at slab edge 0.570 - 0.0 0 0 0 0 0 HIGH EFFICIENCY HVAC EQUIPMENT 3a: Slab on Grade-R-10 Perimeter 0.540 0.0 Non-Glass Doors 2 3 01 6 8 Gas,propane or oil-fired furnace with minimum AFUE of 94%,or 1 21 81 6 8 Gas,propane or oiled-fired boiler With minimum AFUE of 92% Duct Leakage Coefficient 0 01 01 01 0 To qualify to claim this credit,the building permit drawings shall specify the option ,w Location of Ducts-Unconditioned Space 1.1 Total SF 282 being selected and shall specify the heating equipment type and the minimum V, Sum of UA 246 Mechanical Ventilation equipment efficiency. Envelope Heat Load 12035 1.0 CREDITS Q Air Leakage Heat Load 7857 This Project Floor Area 1,705 Building Design Heat Load 19892 This Project Number of Bdrs 4 Building Duct Heat Load 21881 Maximum Heat Equipment Output 30633 Table M1507.3.3(1) EFFICIENT WATER HEATING 5a: 0 Continuous Whole House Mechanical Ventilation All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 ,J GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less. Q TABLE R402.1.1 Ft Area 0-2 Bdrs 2.3 Bdrs 4-5 Bdrs 6-7 Bdrs >7 Bdrs C O INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT(a) <1500 30 45 60 75 90 To qualify to claim this credit,the building permit drawings shall specify the option LL! 1501-3000 as 60 75 90 105 being selected and shall specify the maximum flow rates for all showerheads,kitchen 2 T FENESTRATION U-FACTOR(b) 0.28 3001-4500 60 75 90 105 120 sink faucets,and other lavatory faucets. LLI y SKYLIGHT(b)U-FACTOR 0.5 4501-6000 75 90 105 120 135 0.5 CREDITS GLAZED FENESTRATION SHGC(b,e) NR 6001-7500 90 105 120 135 150 CEILING R-VALUE(k) 49 >7500 105 120 135 150 165 WOOD FRAM WALL(g,m.n)R-VALUE 21 INT MASS WALL R-VALUE(1) 21/21 Table M1507.3.3(2) FLOOR R-VALUE 38 Runtime Percentage and Multiplying Factor EFFICIENT WATER HEATING 5c: BELOW GRADE(c,m)WALL R-VALUE 10/15/21 INT+TB 25% 33% 50% 66% 75% 100% Water heating system shall include one of the following: SLAB(d)R-VALUE AND DEPTH 10,2 FT 4 3 Gas,propane or oil water heater with a minimum EF of 0.91 Or Solar water heating supplementing a minimum standard water heater.Solar water For SI:1 foot=304.8 mm, cl=continuous insulation, int=intermediate framing. M1507.2 Recirculation of air.Exhaust air from bathrooms heating Will provide a rated minimum savings of 85 therms or 2000 kWh based on the and toilet rooms shall not be recirculated Within a residence Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 (a)R-values are minimums.U-factors and SHGC are maximums.When or to another dwelling unit and shall be exhausted directly to Certified Solar Water Heating Systems. insulation is installed in a cavity which is less than the label or design thickness of the outdoors.Exhaust air from bathrooms and toilet rooms or the insulation,the compressed R-value of the insulation from Appendix Table shall not discharge into an attic,crawl space or other areas Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards A101.4 shall not be less than the R-value specified in the table. inside the building. Of NEENs Northern Climate Specifications for Heat Pump Water Heaters. (b)The fenestration U-factor column excludes skylights.The SHGC column M1507.3 Whole-house mechanical ventilation system. To qualify t0 claim this credit,the building permit drawings shall specify the option applies to all glazed fenestration. Whole-house mechanical ventilation systems shall be being selected and shall specify the water heater equipment type and the minimum designed in accordance with Sections M1507.3.1 through equipment efficiency and,for solar water heating systems,the calculation of the (c)"10/15/21+TB"means R-10 continuous insulation on the exterior of the wall. M1507.3.3. minimum energy savings. or R-15 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 M1507.3.1 System design.The whole-house ventilation 1.5 CREDITS the basement wall.'10/15/21+TB'shall be permitted to be met With R-13 cavity system shall consist of one or more supply or exhaust fans, insulation on the interior of the basement wall plus R-5 continuous insulation on or a combination of such,and associated ducts and controls. the interior or exterior of the wall."TB"means thermal break between floor slab Local exhaust or supply fans are permitted to serve a.Projects using this option may not use Option 1 a,1 b or 1 c. and basement wall. as such a system.Outdoor air ducts connected to the return side of an air handler shall be considered to provide supply b.Projects may only include credit from one space heating option,3a,3b,3c or 3d.When (d)R-10 continuous insulation is required under heated slab on grade floors.See ventilation. a housing unit has two pieces of equipment(i.e.,two furnaces)both must meet the R402.2.9.1. standard to receive the credit. M1507.3.2 System controls.The whole-house mechanical (e)There are no SHGC requirements in the Marine Zone. ventilation system shall be provided With controls that c.Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals) (i)The second R-value applies when more than half the insulation is on the enable manual override. and fittings(faucets and showerheads)shall comply with the following requirements: interior of the mass wall. M1507.3.3 Mechanical ventilation rate.The wholehouse 1.Residential bathroom lavatory sink faucets:Maximum flow rate-3.8 Umin(1.0 gal/min) mechanical ventilation System shall provide outdoor when tested in accordance with ASME Al12.18.1/CSA B125.1. (k)For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R- air at a continuous rate of not less than that determined in 2.Residential kitchen faucets:Maximum flow rate-6.6 Umin(1.75 gal/min)when tested F 38. accordance With Table M1507.3.3(1), in accordance with ASME Al 12.18.1/CSA B125.1. 3.Residential showerheads:Maximum flow rate-6.6 Umin(1.75 gal/min)when tested in Z Z (m)Int.(intermediate framing)denotes standard framing 16 inches on center With Exception:The whole-house mechanical ventilation accordance with ASME Al12.18.1/CSA B125.1. Q headers insulated With a minimum of R-10 insulation. system is permitted to operate intermittently where the system has controls that enable operation for not less V G (n)Log and solid timber walls with a minimum average thickness of 3.5 inches than 25-percent of each 4-hour segment and the ventilation } are exempt from this insulation requirement. rate prescribed in Table M1507.3.3(1)is multiplied by the factor determined in accordance With Table H Z M1507.3.3(2). Z Y OCD V The following Washington State Energy Code information is required: LLI JZ a.Post Energy Code Compliance Certificate within 3 ft.of electrical panel(these are available Q at www.enerov.wsu.edu/code) Q -J It.Provide door blower test affidavit by final building inspection I,fJ d c.Provide(1)programmable thermostat 6 d.Provide duct sealing affidavit by final inspection (� e.A minimum of 75%of all interior lighting shall be high efficiency LU f.All required insulation and glazing values J 71 g.Building framing cavities shall not be used for ducts or plenums.Installation of ducts in = exterior walls,floors,or ceilings shall not displace required envelope insulation. m = DATE: 11I16/2017 EHD JOB: 2103 SHEET: 5