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321 S Cobb Avenue_BLD1758_2026
/ Cl \ LU ILg « E \ c R 2 ( $ i % 2 G « < � z z - _ ° ƒ g k § £ L k § \ § 2 z § B ) UA \� � 2 } 2 ƒ k $ \ % 17 ` I § ca % § j & \ n Q = 4 o u = m c % j - § S \ \ \ \ � j \ b @ z 2 a / $ Ra \ Z \ § \ \ ± f \ ) ) } \} � , e U o ® e z o k § % 7 ® c « O § _ R K g \ E o § o ± % { \ ` � \ 0 W 1 § 0 j \ ) » e ± 3 z / 0Lu ? 7 k $ § / § \ x / & 2 \ / / O LU rk o � k ƒ § zu _ ° wa f IL 0 ` U k / z w 0 _j � § § \� _ § j � 2 § z v $ � ok ❑� � e Za � � � a � g ® Z o Q E , z g m & ) ; e ƒ § G e 'Dec g 6 w ± \ C, C w \ § 2 § > z ± k % o e ) _ § B 2 § 2 & 2 z \ / U I-- } ( z \ S a j % S $ 2 2 ) ❑ ❑ ❑ ❑ ❑ / \ } - �w CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:321 S.Cobb Avenue Permit#:1758 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:360-548-3067 Phone:360-548-3067 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: `/-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. IBC1101IRC110. 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 coded Signature Print Name Date Released By 1.tc 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 Mechanical Permit Base Fee $25 00 12/28/2017 Park-Community SF $1,662.00 12/28/2017 Park-Mini SF $484.00 12/28/2017 Plumbing Permit Base Fee $25.00 12/28/2017 Plumbing Permit Fee(Enter Fixture Fee) $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 Water Heater $25.00 Total Due: $9,734.34 Total Payment: $ 'P-� Balance Due: 58.193.31 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon l - l2'l RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington- 18204 59th Ave NE-Arlington,WA 98223 - Phone(360)403-3551 L ANT 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. '7z1 Project Address: M S Cobb St,Arlington Plat: ___Cobbs Addition [N Single-family ❑ Duplex O Townhouse Q Addition 0 Accessory structure Proposed Area: ls` 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: Marysvile 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 Y RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 2 f Sink (1.5) x 7 ❑ Shower (2.0) x ❑ Lavatory (1.0) x 3 L Clothes Washer (4.0) x 1 ❑ Water Closet(2.5) x Dishwasher (1.5) x 1 f Water Heater x 1 L 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: 0. Furnace (80+) Model# _ AFUE Heat Pump Model# Daikin _ SEER HSPE AC Unit Model# SEER ❑ Type ll Hood 0 Commercial Cooking Appliance ❑ Hydronic Piping LJ Boiler L1 Solid-Fuel Appliance PV System Fireplace Insert 11 Outdoor BBQ d Storage Tank ❑ Freestanding Stove ❑ Gas Piping Q Other Gas Piping Information Not Applicable: 3 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: ��G Date: =1 Print Applicants Name: C v � Se+Z P" 6/16LP Page 3 of 3 D o � vo R Ln G — IMM m n o r) O S z C to Q) o < O iv CO LLn o o o S Cobb Ave 0o m X rn D o O LD -P. Z N V o E 38 ft-- C � C) o v O 0 N Z N N� (� infiltration Trench W � ip O W — O Porc�h_�_�_y�, ------- ilk N z � i r a T o � o NO3 r - - - - � -0 =. V > EL d o z 5 I V of ti rho D mn � I m or U'I O N o Z r) > WG D z v m v p V) 0 Proposed W F-� C DrivawaV W v O 3 o z Alley Cu O N o � z o Z N U II cn - r-I O A@IIV z o _ o 0 _0 ® N N 1-1 00 Q.• l l O 0 COz -4 Ci A--!)a co \ pesodwd 0 O Z fn O 0 O � m Z O W Ln 0� L I. _..74•._._._ LL' CZ' Q a n Icu 76 o o se � m $ I $ CL H O O Q o i o LAJ o I f LL V e y»od i 0 - — - -- OH N f gwai��glcgUUl Q 1 O 1, o U N 00 z � � O o Q `° 0 U r-i @AVggoDS $ � � a) � o > 0 zaor m IA = D Q •O O ` � U o v Q- Lu a v J ro Q 2 C7 U �I LU CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:321 S.Cobb Avenue Permit#:1758 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:360-548-3067 Phone:360-548-3067 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 ' STORIES: 2 CONST.TYPE: `1-13 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 14AS 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 zacoded C' of n o 3101. Cm.s-�� ( l-)a- Signature Print Name Date Released By l a 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-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 12/28/201/ Water Heater $25.00 Total Due: $9,734.34 Total Payment: r,5,Balance Due: CALL FOR INSPECTIONS B1'l1.DING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Lfir pp� Permit Information Date 12/1/2017 Permit Number 1758 Project Name Knudson Applicant Name Eagle Country Construction Applicant Address 325 S Cobb City, State,Zip Arlington,WA 98223 Contact Carl Setzer Phone 360-548-3067 Email csetzer.ecc@gmail.com Permit Type Single Family Residence Site Address 321 S.Cobb Street Valuation 221000.00 Status Applied Permit Issued Permit Expires Square Feet 2194 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 =setzer.ecc@gmaiLcomCONTRACTOR ilndustries E4GLECC942NZ Review Date Type Description I Target Date I Completed Date I Assigned To Status 12/5/2017 Residential Dwelling 12/12/2017 1 IlKevin Olander 11n Review Fees Fee I Description Notes Amount Building Plan Review Feel 345.83.00.001 $1.541.03 Totall $1,541.0 Payments Date Paid B Amount Description Payment Type Accepted B 12/1/2017 [Kimberly Meyer $1,541.03 7524277 c Total $1,541.031 Amount Outstanding:$0.00 Uploaded Files Upload File Date File Uploaded B 12/5/2017 3:26:10 PM 1758 Lot 1 6pplicatgf2 f Foster, Kristin ){ 12/5/2017 3:26:10 PM 1758 Lot 1 Site Plan.pdf Foster, Kristin AN RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development Y�-,INC ,{` City of Arlington- 18204 59th Ave NE -Arlington,WA 98223- Phone(360)403-3551 - "V c" 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. �t Project Address: _ -3-3 S Cobb St,Arlington [Or 1 Plat: Cobbs Addition Single-family El Duplex [7 Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1" 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.eccncr,gmail.com Contractor: Eagle Country Construction Address: PO Box 1304 City: Ma Tgville 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 a, i '• 1 ' RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development 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) IN Bath/Shower Combo (4.0) x 2 [Ni Sink (1.5) x 7 Ll Shower (2.0) x Q Lavatory (1.0) x 3 Clothes Washer (4.0) x 1 ❑ Water Closet(2.5) x Dishwasher (1.5) x 1 ❑ Water Heater x 1 L 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 I .. �I RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model# AFUE Heat Pump Model# Daikin SEER HSPE ❑ AC Unit Model# SEER ❑ Type II Hood ❑ Commercial Cooking Appliance El Hydronic Piping Q Boiler ❑ Solid-Fuel Appliance D 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: a' d se+Zfl" ,-Received 6/16LP '��� Q+ ?,d1? Page 3of3 ._ . '�'`��� � � .�� `1, REVISEDN [6 U --OFFICE FI ECOPY Received —j Aall`d $ Z o t7-C 13 2017 Ow n/� I�JV V/ O = Jvv�� Q o � � N N N N 00 O cI F fl O In n Co aA—ma c�-I Co pesodold 0 0 Z O In O 0 N (D C J m z o w ` u of LL � a r. rl 3 no y 76 p E N c C L p m 5 o i o Lu o �5ft>j I _ II 7 N to 00 V) o N N yw.q oopivWlwl 0 z O J l 0 U F- 0 z rn r- p O a 0 U � m x 00 o Q, Ln O In 0:) ✓ J e--i t Q1 NN 0 > CD D CITY OF ARLINGTON z Cr BUILDING DEPARTMENT � a � o O TAPPROVED O u � CL w _ " > 4 a NO CHANGES AUTHORIZED = 0 0 w UNLESS APPROVED BY THIS BUILDING INSPECT 1^i�,r.....,,. JrTAC 11 i 12/28/2017 EAGLE COUNTRY CONSTRUCTION INC Search L&I Washington State Department of " Labor & Industries EAGLE COUNTRY CONSTRUCTION INC Owner or tradesperson PO BOX 1304 MARYSVILLE,WA 98270 Principals 360-454-5137 HANSEN,ROCHELLE MARIE,PRESIDENT SNOHOMISH County HANSEN,MICHAEL JAMES,VICE PRESIDENT MORROW,CHARLES C SR,PRESIDENT (End:07/25/2016) MORROW,NINA S,VICE PRESIDENT (End:07/25/2016) Doing business as EAGLE COUNTRY CONSTRUCTION INC WA UBI No. Business type 602 491 125 Corporation Governing persons MICHAEL J HANSEN ROCHELLE M HANSEN; CHARLES C MORROW; NINAS MORROW: License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. EAGLECC942NZ Effective—expiration 08/09/2006—08/09/2018 Bond CBIC $12,000.00 Bond account no. SG8266 Received by L&I Effective date 08/09/2006 08/03/2006 Expiration date Until Canceled Insurance Endurance American Specialty 1 $1,000,000.00 Policy no. Q259694 Received by L&I Effective date https://secu re.Ini.wa.gov/verify/Detail.aspx?UBI=602491125&LIC=EAGLECC942NZ&SAW= 1/2 12/28/2017 EAGLE COUNTRY CONSTRUCTION INC 02/02/2017 02/02/2017 Expiration date 02/02/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp I Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 876,285-01 Doing business as EAGLE COUNTRY CONSTRUCTION INC Estimated workers reported Quarter 3 of Year 2017"7 to 10 Workers" L&I account contact TO/KRISTI LINN(360)902-4620-Email:LINB235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the stale of Washington. hftps://secure.ini.wa.gov/verify/Detail.aspx?UBI=602491125&LIC=EAGLECC942NZ&SAW= 2/2 RESIDENTIAL PLAN PLAN REVIEW Owner Address Building Type Single Duplex Townhouse Type of Work Existing New Reviewed By Date Design Criteria 301.1 Engineered I A,--- 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 I Yes No 302.5.1 Garage Openings: 20-minute door Yes ✓ No 302.6 G a rage Se pa ratio n IYes INo Footings and Stem Walls 401.4.1 Soils: Geotech or Prescri tive 403.1 Footings: (1)1#4's continuous Yes No T403.1 Footing Size I Yes '4- No 403.1.2 Continuous Footings(D2) Yes No 403.1.3 Vertical Reinforcement:#4 @ 4'/hook Yes No 403.1.3.1 Stem Wall: (2)#4's horizontal I Yes No 403.1.16 Foundation anchors: 1/2 inch @ 6' Yes ,F '' 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 eke xion' Yes v 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 e/ No 408.3 Unvented Crawl Space I Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 I I Yes No Architectural 303 Light/Ventilation:8%and 4% Yes No 303.2 Whole House Fan I Yes No 303.3 Bathrooms: 3%or 50cfm Yes No 303.6 Stairway Illumination Yes No 304.1 Habitable Rooms: 120sf min. Yes ✓ No 304.2 Other Rooms: 70sf min. Yes ti No 305.1 lCeiling Height: 7 feet min. Yes v" No 307.1 1 Plumbing Fixture Clearance Yes No 308.4 (Safety Glazing: Hazardous Locations Yes µ ` No Life Safety 310.1 (Emergency Rescue Windows: 5sf/5.7sf IYes No 310.2 Window Wells T Yes No �` 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 No 311.7.1 Stairway Width 3 feet min. Yes .I No 311.7.2 Headroom 6'-8" min. Yes No 311.7.4 Stairs:7 3/4" Max/10" Min. Yes No 311.7.4.3 Handrail Profile Yes ,/ No 311.7.7 Handrails-4 plus risers Yes ✓ No 311.8 Ramps I I Yes No f 312.1 Guards-30 plus inches Yes No 312.2 Guard Height-36-inches min. Yes No 314 Smoke Detection Yes J No 315 CO Detection Yes v No 316 Foam Plastic Yes No 325 &326 Adult Home/Day Cares Yes No d Floor Systems 502.2..... Deck Ledger Connection I Yes No Lr 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 IYes Y No 502.11 Trusses or Rafter/Joistl Yes No 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood Yes f—' No 506 Concrete Floors: 3.5 inches min. Yes C,; No Wall Systems 602.3 Wood Wall Framing and Plates Yes // No 602.3.1 Fastener Schedules(2, 3,4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4' Yes No 602.10. `,A,'all Bracing: Engineere"r Prescriptive Yes 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 Yes No 610.1 Glass Unit Masonry Yes No 612 Exterior Windows/Doors Yes jr No 702.1 Interior Wall Covering Yes No 703 Exterior Wall Coverings(WAC) Yes I No 703.4 Stone/Masonry Veneer IYes I INo Roof/Ceiling 801.3 Roof Drainage (SD-14)1 Yes ✓ No 802.3 Ridge Beams: <3:12 pitch IYes No 802.4 Ceiling Joist Span:Truss or Platform Yes No 802.5 Rafter Spans:Truss or Platform Yes j No 802.11 Roof Tie-Downs(48" o.c.) Yes INo 803 Roof Sheathing Yes No 806 Roof Ventilation: 1/150 high and low Yes No 807.1 Attic Access: 22"X 30" Yes Af' No 905.2.7 Underlayment Yes No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 Equipment Access: 30"X 30" Yes No 1305.1.3 Appliances in Attics Yes No ? 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes per 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 No Chapter 14 Specific Appliances I I Yes - No 1502 Clothes 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 Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review I I �� �I I Existing Address) I 317 325 Original address 325 S Cobb Avenue This house burnt down and is no longer there 3M Proposed Addresses I 317 1321 S. Cobb Avenue 323 S. Cobb Avenue 325 S. Cobb Avenue 33s lk PROW Yi Rik k a Ann m Vicinity Map • . - - I Permit Information Date 12/1/2017 Permit Number 1757 Project Name Knudson Applicant Name Eagle Country Construction Applicant Address P.O.Box 1304 City,State,Zip Marysville,WA 98270 Contact Carl Setzer Phone 360-548-3067 Email csetzer.ecc@gmail.com Permit Type ZON Site Address 321 S.Cobb Avenue Valuation 0.00 Status Applied Permit Issued Permit Expires 12/7/2017 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 321 S Cobb Avenue KNUDSON JOHN W EST Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type (Eagle Country 360-548- Labor and Construction earl Setzer 3067 csetzer.ecc@gmaii.comCONTRACTOR Industries IAGLECC942N Review Target Completed Assigned Date 'Type Description Date Date To Status 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%-12/28/2017 ZON 3%over the allowable amount.The lot coverage for Lots 1 and 3 is Kristin Approved 32%-3%under the allowable amount.Due to the lot coverage 12/28/2017 Foster With overage of lot 2 all lots(1-3)will not be allowed to add impervious Conditions surface. Per MH 12/5/2017 ON Application calculations do not match the site plan calculations.Need 12/8/2017 12/5/2017 my Denied to resubmit with correct numbers.Also Lot 1 and Lot 3 need to match Rushu he setback of Lot 2 or Lot 2 needs to match the setback of Lot 1 and Lot 3. 12/5/2017 SON I i 12/8/2017 Kevin In Review Olander 12/5/2017 SON Project will require paving of alley from closest main to furthest lot 12/8/2017 12/12/2017 Nova In Review line. Heaton PW 12/5/2017 SON Water&Sewer connection fees will apply for this new SFR,LT 12/8/2017 12/6/2017 dmin Complete Rev 12/5/2017 ' ON 12/8/2017 Rev Sew In Review 12/5/2017 'ON "water main is on the west side of Cobb street.GS 12/8/2017 12/7/2017 Re Wat Complete Uploaded Files Upload File Date File Uploaded B 12/5/2017 3:12:16 PM Proposed Address Cobb.pdf Foster,Kristin ( 12/5/2017 3:11:26 PM 11757 Lot 1 Application.pdf Foster,Kristin x 12/5/2017 3:05:25 PM I Knudson_3_ Lot Site Plan.idf Foster,Kristin [ 12/5/2017 3:05:25 PM 1757 Lot 1 Site Plan.odf Foster,Kristin ( Ak, ° RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223^ Phone(360) 403-3551 (Please allow 72 hours for review) Project Address:325 S Cobb St, Arlington, WA plat-Cobb Addition Owner/Applicant: Eagle Country Construction Address:PO Box 1304 City:Marysville State:WA Zip Code:98270 Phone: 360-548-3067 Email: csetzer.ecc@gmail.com Describe Proposal (include cross street): Build SFR on existing lot Please check one: [ ;Single-family dwelling D Duplex Di Addition DJ 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 J 3. Actual Lot Coverage: (SF of all structures-)-2056 ',= 3800 (lot size) = 54 _oyo 4. Septic Tank? DYes INo Private Well on Site? QJYes CIF 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) Di Fire Sprinkler System Medical Equipment E3Lawn Sprinkler System Livestock Drinking Tanks Decorative Pond/Fountain Hot Tub Re-circulating Heating System F l' Swimming Pool Received Other OU 13, l_017 FAD I-ISI Applicant Signature: 1 Date: 1 ' This square footage should include the footprint area of all structures on the property including:house,garages,sheds,covered patios,and decks permitted by the building code. Rev 0412013 .-. + � .' r �1 z REMISED V II to r-I O Received A I T Aa Id o DEC 13 2017 4.0 7 I�S'1 0 Cusi N V1 O 00 N >Z O z I, m d Aemanpa V Co pasodo�d i O Z O V) O � m Z_ O o W L _._._Z, _._._ Q �. a I a � v ho 0 D c c ra a-1 o O 3 FSIr. N m o. W ~ o o c 15ft7> ; 7• I I I LL $ Ln aS 431od i 0 $ I V 7 ywail�allu11B�1 ++ z 0 0 J f0 o U o z � Co r- 0 0 Q o m m U � 0 Q,Ln � �- 0 @AVggoDS $ � � � � F- o > o z a m co Ln LA Q •0 0 L L U o aj a a W a� v E J °�' L7 Q 2 C7 U H W Permit Information Date 12/1/2017 Permit Number 1757 Project Name Knudson Applicant Name Eagle Country Construction Applicant Address 321 S Cobb City, State,Zip Arlington,WA 98223 Contact Carl Setzer Phone PO Box 1304 Email csetzer.ecc@gmail.com Permit Type ZON Site Address 321 S.Cobb Street Valuation 0.00 Status Applied Permit Issued Permit Expires 12/7/2017 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 I I I Type Eagle Country marl Setzer 360-548- (metzer.ecc@gmail.com CONTRACTOR Labor and EAGLECC942N Construction 3067 Industries Review Date T pe Description Target Date Completed Date Assigned To Status '12/5/2017 EON 12/8/2017 4m Rusko In Review '12/5/2017 EON 12/8/2017 Kevin Olander In Review 12/5/2017 EON 12/8/2017 Nova Heaton In Review 12/5/2017 EON 12/8/2017 PW Admin Rev In Review 12/5/2017 EON 12/8/2017 PW-Sew-Rev In Review 12/5/2017 JEON 1 112/8/2017 1 IIPW-Wat-Rev Iln Review Uploaded Files Upload File Date File _ Uploaded B 12/5/2017 3:12:16 PM Proposed Address Cobb.pdf Foster,Kristin x 12/5/2017 3:11:26 PM 1757 Lot 1 Application.pdf Foster,Kristin x 12/5/2017 3:05:25 PM Knudson 3 Lot Site Plan.odf Foster,Kristin X 12/5/2017 3 05:25 PM 1757 I..al 1 Site Plan. df Foster, Kristin X -' RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington - 18204 591h Ave NE- Arlington,WA 98223- Phone(360)403-3551 (Please allow 72 hours for review) 3Z( Project Address:4E:5 S Cobb St, Arlington, WA L r ( Plat:Cobb Addition Owner/Applicant: Eagle Country Constructi9on Address:PO Box 1304 City Marysville State:WA Zip Code:98270 Phone: 360-548-3067 Email: csetzer.ecc@gmail.com Describe Proposal (include cross street): Build SFR on existing lot Please check one: 1!5 Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W)26 L) 47 H) 241711 Total SF) 1705 ,�(Z. 2. Allowed Lot Coverage: Total Lot Size 3800 SF x 35% = 1330 SF .,A 3. Actual Lot Coverage: (SFofallstructures') 1705 3800 (lot size) = 0.448 % 4. Septic Tank? ❑Yes UNo Private Well on Site? ❑Yes U 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 aU that app$0 Fire Sprinkler System �� Medical Equipment Lawn Sprinkler System �I Livestock Drinking Tanks Decorative Pond/Fountain �� Hot Tub Re-circulating Heating System 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 04/2013 ,���'S• .'�� ~l UPSTATE .engineering SCRVICCS@UPST8-COO 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 N OFFICE COPY s CITY OF ARLINGTON . ae22 a BUILDING DEPARTMENT £ss/OAAL ��u\�011i1�iZ�1 APPROVED s- DATE 1Z lYto BY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR JOB # 0824 Andrew M. Gahan, PE Received DEC 04 2017 wo 1-15po Yl Y 3 If 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 [353]_ Roof Walls Floors Snow Partitions Live Load (psf) 25 40 25 Dead Load (psf) 15 10 10 10 1603.1.4 Wind Design Criteria f354]- 1. Nominal/Ultimate Wind Speed Vasd/V„it 85/110 mph F 1609 3(3)[3721 2. Risk Category 11 1.00 ASCE7 T 6-1[77] 3. Wind Exposure Category "B" 1609.4[373] 4. Internal Pressure Coefficient +/- 55 A SCE 7 F 26.11-1[2581 5. Components and Cladding design pressure +/- 16 psf A SCE 7 30.2.2[316] 1603.1.5 Earthquake Design Data [3541 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 Seismic Design Map Online 3. Site Class D ASCE 7 T20.3-1[204J 4. Spectral response coefficient SDS 0.83 EQ 16-39[387] 4. Spectral response coefficient Sp1 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. ASCE 7 T 122-1[73] 7. Design Base Shear 6789 Ibs 8. Seismic Response Coefficient CS 0.13 A SCE 7EQ 128-2[891 9. Response Modification Factor R 6.5 A SCE 7T 12.2-1[73] 10. Analysis Procedure Equivalent Lateral Force A SCE 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 i Wind Desien (MWFRS-Simplified Envelope Procedure) IBC 2015 Part 2 Wind Load Method ASCE 7 28.1.1 (2)[2971 Nominal/Ultimate Wind Speed 85/ 110 mph 1609.3[373],F1609.3(3)[372] Wind Exposure Category B 1609.4[3731 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[3027 ps=1 KZ,PS30 ASCE 7 EQ 28.6-1[306] Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4[306] 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,Q.)(ps3o)ASCE 7 F28.6-1[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 1 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 F x- Y, I P sx'X x = A 1iai)hragm (x=2) Front to Rear Side to Side l.li.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 FX= 6949 Fxmin= 5540 F.= 3894 Fxmin= 1970 Diaphragm(x= 1) Front to Rear Side to Side l.li.d. (ft)= 24 A B C D A B C D a(ft)= 3 Areas 1081 35 3151 0 108 0 108 0 2a(ft)= 6 Forces Fx= 8476 Fxmin= 4580 Fx= 4391 Fxmin= 2160 Version 7.0 Pg 1.1 i 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 Sl 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 I =3 F V•S 1 SDI= 0.43 EQ 16-40[387] Simplified analysis,Seismic base shear ASCE 7 12.14.8[1081 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[1087 F,,=(wX/W)V Fa= 0.141 x wX ASCE 7 EQ 12.14-12[109] Effective seismic Freight& Forces(Ibs) at Level x roof area(ft) floor area(W) story height(ft) wall length(ft) w Diaphragm(x=2) x 1274 0 8.1 176 F,,= 3700 weight(ibs) 19110 0 7128 26238 roof area(flz) floor area(ft) story height(ft) wall length(ft) Diaphragm(x=1) wX 126 1128 9 118 FX= 3611 weight(lbs)l 1890 11280 1 5310 25608 Version 7.0 Pg 2.1 i Allowable Stress Design toads 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[359I For worse case effect with wind load,L&S shall be zero. 1605.1[357] Equations 16-18, 16-19and 16-20 become, D + (OW *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] pQE - 0.2SDSD 0.9 D + simplify&arrange variables EQ 16-22 1.4 0.9 -0.14 SDS '. D + P QE 1.4 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 KA= 1.00 Front to Rear Side to Side Diaphragm Force Obs) Force Obs) x=2 5420 3037 x=1 6611 3425 Seismic Design Loads,(plIA)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 i` i� �I Allowable Stress Desizn Loads For Wood - cont. Sum the moments about the base of a shearwall,overturning shall resist, (v•w)•h - D-W + P•w for wind 3 2 (v•w)•h - 0.9 -0.14 S DS D— + P•w ; for seismic Where, v =shear per linear foot of shearwall w =width of shearwall h =height of shearwall D =resisting dead load centered over shearwall P =resisting dead load at end of shearwall Free Body Diagram of a ShearWall P D h SUTA MOMENTS ABOUT CORNER W Version 7.0 Pg 3.2 I I 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 2 F-R Wind Seis VD(x+l)[Ibs] % 51% 51% VD(x)[lbs] 2737.24 1735.14 VT(x)[lbs] 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 SDPM'S SEISMICMAX TMAX(x)[lbs] 735 104 2 F 2 F-R Wind Seis VD(x+l)[lbs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] 3 2 F-R Wind Seis VD(x+l)[Ibs] % 50% 50% VD(x)IN] 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 SEISMIC MAX 179 TMAX(x)[lbs] 985 324 4 r 2 F-R Wind Seis VD(x+l)[Ibs] % VD(x)[Ibs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] Version 7.0 Pg 4.1 i i 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)[Ibs] 1388.36 704.22 VT(x)[Ibs] 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 SDPWS SEISMIC MAX 343 TMAX(x)[lbs] 4985 2392 2 1 F-R Wind Seis VD(x+1)[Ibs] 50% 50% VD(x)[Ibs] 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)[Ibs] 697 3 1 F-R Wind Seis VD(x+l)[lbs] 2683.04 1700.78 % 29% 29% VD(x)[Ibs] 1917.25 972.494 VT(x)[Ibs] 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 SEISMICMAX TMAx(x)[Ibs] 4312 2002 4 1 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 4.2 1 Level `` Segment Tributary loads Wind Seismic Wall Line (x) � � # ` POSTS Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 2 S-S Wind Seis VD(x+l)[lbs] % 50% 50% VD(x)[Ibs] 1518.61 1717.96 VT(x)[1bs] 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 SDPN'S SEISMIC MAX TMAX(x)[lbs] 15 5 B 2 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 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] DAD VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] D 2 S-S Wind Seis VD(x+l)[lbs] % VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] Version 7.0 Page5.1 ;. I I I Segment Tributary loads Wind Seismic Wall Line Level \� (X) � Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 1 S-S Wind Seis VD(x+l)[lbs] 1518.61 1717.96 % 50% 50% VD(x)[lbs] 1712.38 1676.71 VT(x)[lbs] 3230.99 3394.68 31.83 9 -489 15 -664 5 L 40.00 40.00 4.17 9 1 345 15 307 5 92 n 81 85 4.00 9 350 15 313 5 95 2015 SDPWS SEISMIC MAX 95 TMAX(x)[lbs] 350 313 B 1 S-S Wind Seis VD(x+l)[1bs] 1518.61 1717.96 % 50% 50% VD(x)[]bs] 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)[lbs] 452 428 C F 1 S-S Wind Seis VD(x+l)[lbs] % VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] D 1 S-S Wind Seis VD(x+l)[lbs] % VD(x)[]bs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] Version 7.0 Page5.2 i Shear wall Summary Sheeting Re m'ts Shear Transfer Overtuming Values Wind Seis Max Wind Seismic Wind Seismic 1 -2nd 125 111 1 1 2 175 ill 2-2nd 1 3-2nd 137 179 1 2 192 121 4- 2nd A-2nd 34 54 1 1 47 54 B-2nd 31 48 1 1 1 43 48 C-2nd D-2nd 1 1 - 1st 368 343 3 7 516 305 4985 2392 2- 1 st 118 84 1 2 165 84 3 - 1 st 299 243 2 6 418 243 4312 2002 4- lst A- I st 58 95 1 1 81 85 B- 1 st 68 101 1 1 1 96 101 C- lst D- 1st SW-1 SW-2 SW-3 Sheathing 260 350 516 (plf) Shear Flow 165 195 516 (pl1) Shear Transfer Connectors - CD = 1.6, Hem-Fir Connector Z(Ibs) 16d Nails (Common: 3.5"x0.162"j 195.2 lbs 2015 NDS T1IN[105] 14.2 1 12.0 4.5 0.0 0.0 0.0 16d Slant Nails (v<150p1 f) 160 lbs 2015 NDS T11N[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 1 0.0 1 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 CIO o t F' o N N z N N o 0 3 o0 cn CA U - 0 u U CA o 0 cl p o Q o H z �. a' u as iW pL1 p Z o0 00 � d O U a a W = = = a a O ¢ Fr v N o W -14 b C) O F W N N U _ M U O C) Uj d d d � w wr x Z * C) C] d cn O L � � Q ¢ v U U U z O d O O O °� � N � C �j C] n w Cl) .-- O W W u U U C7 m Z 0m o O 0) ._ o co 2 -0 x W o o n o E .� 'o Cl x c o � a a o U o m o 0 o E n ¢ b00 00 0b0,� (o c_ -a a5 fn II IL N — M O O - m -O C — o O a) (6 Q Lo CO U /� bn Z O C O f6 76 C N .0 N N f9 a > tL, � o - - co o a o C,) c `o v Q voi o `I V) � o � = 'U ': X co Q - _ 0 M 3 m c c o w e En N c N.- - �� � a v a) C (n O i -CO cnry a) CD 9 — U) N O O Fir a, O •� Q a) O p �'`) O N iq i 0 0 O U) d - r 1 Q Ouo CIO - o a N -_ c L II X oL c O O -0 c <( �/ W O O G� o f y `� o CL co o k � a� �' °� 0 o x d O p J E a) f6 , N 8 O O L o c J 0 N E N .D -0. m coL c � Y � in -0 ui .E c0i a d x Z c\ o a cn N Q c L o t c W K od E a) x o m a 0 : c o a x m n � O O O co c M U E M U O O a) C Q h E U O pp 2 LO a (n 7 (06 p U a a Co E t -o o m m E a� c D r l E f6 c) Q p N fn vl �- C 0) 0 N V W N M w <n E UQ � i- U � 5 ,o U c w � '� Q a) r,l.i Q 3 COL= r N N 0 M V` to N �.E Q-0 i � Iv� Ov L U � 61 T� '`" V) U) CIO (/) SZ'D C Vl r-+ U M o a) Vl G "ti. I I P STATE � engineering 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 SEIS. FORCE RES. SYS, A.15. SDI =0.43 DESIGN BASE SHEAR= 6789 Ibs Cs=0.13 RISK CATEGORY 11 R=6.5 I NAIL SHEATHING TO - BLOCKS PER SW SCHEDULE EDGE NAILING i - SW PER PLAN / EDGE NAILING PER ' SW SCHEDULE TYPICAL i ❑PENING LSTA21 W/ BLOCKING AS REQUIRED (4 TYP.) 1 FORCE TRANSFER X AROUND OPENINGS NTS I SHEAR WALL PER PLAN TIGHT-FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES 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 STRUCTURALNOTES 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 7.-rtis Z-r'LS, X + N OO b OZ C) 30 - Li ON W zLL O N" m Q❑ O 3 ry w a x OW g W Qa 3m m 2h YK FO aia Lu� Q= �N OK Q` ALL wm Za Y¢ 0 a5 wa UQ � N ; a w 2 age � N 30 hm _ Nw Qc W� 46 ow O wa � � Of aa W m 5 O 999Z o I co aWZO 0NI 310 0 a< ¢I X O O O z Y W O h o$y F W m j Z OW �3 0O0 r2na �yaN � � t50L AINO do ON11130 03iinvA d' ,Z/L E-,S Q Z-NLS t'I O O - - • - I . . � . w{ � � __ , ., )�1 a °` § )(§ )a ; / s�E /( ) ° k, ,� Z \ . � u< / !! � . �| � _ }/ O 100, � � \)� \<} j §\( HS w\ /, �!� 0 < )§E e ww%g (�§ : Z W< �§! W§! \\\\\ \ })( )j \§( p—'§e7- �_§:E� /)!7 2 (2!! ;m2§ (\§) :§§$ �, �_—.00§ ^ \}/\— 2§Ry � ----SS---SS- y�R+ y-«� \ ® \ \ § \ � 1 1 I 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#: 1758 Permit Date: 12/01/17 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Knudson Applicant Name: Eagle Country Construction Applicant Address: P.O. Box 1304 Applicant, City, State, Zip: Marysville,WA 98270 Contact: Carl Setzer Phone: 360-548-3067 Email: csetzer.ecc@gmail.com Scope of Work: New SFR Valuation: 221000.00 Square Feet: 2194 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 00411701101600 321 S Cobb Avenue KNUDSON JOHN 110 Senior Citizen W EST Exemption Residual Contractors Contractor Primary Contact Phone Address Contractor Type License License# Eagle Country CONSTRUCTION Labor and Construction Carl Setzer 360-548-3067 PO Box 1304 CONTRACTOR Industries EAGLECC942NZ Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 03/12/2018 R14.PLUMBING Water supply line w/tracer 03/12/2018 BUILDING Approved FINAL wire&set in pea-gravel 02/12/2018 R20.SFR/DUPLEX Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 12/05/2017 RESIDENTIAL SINGLE Approved with red-lines 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 Total $9,734.34 Attached Letters Date Lcttcr Description 12/28/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/01/2017 Kimberly Meyer 67524277 cc $1,541.03 O1/12/2018 Innovative Investments check#10416 Launa Black $8,193.31 Outstanding Balance $0.00 Uploaded Files Date File Name O1/02/2020 6044068-1758 3-27-18IC.pdf O1/12/2018 2947847-1758 Issued Permit.pdf 12/28/2017 2912850-1758 Revised Site Plan 12-13-2017.pdf 12/05/2017 2820699-1758 Lot 1 Site Plan.pdf 12/05/2017 2820700-1758 Lot 1 Application.pdf Date: 03/19/2026 Permit#: 1758 Permit Date: 12/01/2017 Review Date: 12/05/2017 Permit Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 12/12/2017 Scheduled Time: 00:00 Completed Date: 12/20/2017 Description: Approved with red-lines Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00411701101600 KNUDSON JOHN W EST KNUDSON JOHN W EST C/O KNUDSON SANDRA L 4900 PALMER- WASILLA HWY#108 321 S Cobb Avenue WASILLA,AK 99654 Zoning: 110 Senior Citizen Exemption ResidualLot: Block: U E j of � TOP OF ROOF RIDGE Z OV y Co C Z q a BOARD AND BATTEN 1 N W WITH HARDIE PANEL - i — r'-: 3 r t i Am BOARD AND BATTEN m ii WITH HARDIE PANEL 5 � Z -- HARDIE LAP SIDING 5/4 X 12 TRIM BOARD -— 5/4 X 12 TRIM BOARD L W W ®®®® ® ®® HARDIE LAP SIDING C_ g ®®®® ®®®® W O - ® ®® ®®®® TOP OF SUBFLOOR L _ 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 T L _ 6:12 PITCH TYPICAL -' HARDIE SHINGLE SIDING SECOND FLOOR PLT HT 8'-1" 5/4 X 12 TRIM BOARD _ HARDIE LAP SIDING - - -_- Z Z -- - OO SECOND FLOOR FRAMING 12" 5/4 X 12 TRIM BOARD Z — FIRST FLOOR PLT HT 9'-1" - Z Y — O Lu HARDIE LAP SIDING L z _ - _ OFFICE COPY UJ FIRST FLOOR FRAMING 12" - L V -- CITY OF ARLINGTON W UJ _-_-- -- _ - -- — BUILDING DEPARTMENT o (5)8X1 6 FOUNDATION RIGHT ELEVATION FRONT ELEVATION APPROVED VENTS REQUIRED SCALE: 1/4 IN = 1 FT DA /2 20 />BY w SCALE: 1/4 IN = 1 FT T�-�-�� -�— m a NO CHANGES AUTHORIZED UNLESS APPROTALaW THE BUILDING INSPffGJ R DATE: 11/16/2017 APPROXIMATE FOOTAGE SUMMARY EHD JOB: MAIN LEVEL LIVING 640 2103 UPPER LEVEL LIVING 1065 FINISHED LIVING AREA 1705 Received SHEET: GARAGE AREA 489 COVERED PORCHES 96 DEC 04 2011 zz o U E ° W 4T OO � 8 4T J IL 21' 26' LL In 21' 26' = Q J 1 1p 3 9'OaO1p----------------------- 01p� Q). ————— —————————————————————————— /�y ------� r--------------------- ----� I � I r--- ------- r--------------------------� I W I r-------------- Q 01p I I I l y _ I 01p I I FEU•-------------- FOUNDATION FNN _FOUNDATIOTS TOI b I I 1p 1 I I I BE WITHIN T OF 1 ® THRIL BLACK VAPOR OUGHOUT CRAWL SPACE —RIER EACH CORYPICAL. I co ® m I 6"FOUNDATION I I I I I 6"FOUNDATION I I --- I 5 b WALL TYPICAL I I I I I I WALL TYPICAL I I I I A2 3� I I I —'�'— —�� �}�4'.2'—��4'•r�1'-6 a 18"THICKENED FOOTING 6, a'•1o" 4'-101 V I I i --- ---------------- ----� I �Uz I I I — — — I I I -- ———————————————— —---� I po� I I I _ ax1oDF#zTYPICAL_ _ _ e n I 4"GARAGE CONCRETE SLAB I I I I th W�� !� I I 4"CONCRETE SLAB I I 24X24X10 CONCRETE I a N U W se I I I I I o °O N q I I AT GARAGE I I FOOTINGS TYPICAL I I M o t o z 0: I I I I I I 11 cl I I I I I I <°000F I I I I I I xI I I I I I NLL I I I Ngoo Q W I 4"CONCRETE SLAB WITH 24"RIGID R-10 fP I I I I I Iundmiaomymillatior INSULATION UNDER ENTIRE SLAB I I + J 5 c II1 5<I100 1° 17X6 CONTINUOUS III III AND THERMAL HERMAL BREAK AT PERIMETER OF HEATED SPACE WITH Y0O�q 7q�'4✓ L® o`' III >'�II p 17 X 8 CONTINUOUSA BED OF SAND OR GRAVEL BELOW SLAB FOO IIII IIII 5 Venta 1IIIII IIIIl ®_ �Q OFOOTING TYPICAL 6MILBLACKV " _ bT V70) 9 W Num 8x 1 W ------------ ------- ———————————————————— n 0 ----- — -----—— L_- --------- ————-- -- ------ --------------------------------------------------- _rG. �1079 21' 26' 21' 26' - - 4T - _._.__....... 4T FOUNDATION PLAN SM EDETECTORSSHALL�NAD FOUNDATION PLAN' NO LESS THAN 3 FT HORIZOM UPSTATE ENGINEERING SLAB FLOOR OPTION THE DO OR OR OPENING OFM WOOD FLOOR OPTION PO BOX 952 SCALE 1/4"=1 FT THATCONTAI TUBORSCALE 1/4"=1 FT LYNNWOOD,WA 98046 206-2804715IONIZATION SMOKEALARMS STRUCTURAL REVIEW / SHALL NOT INSTALLED LESS THAN 2C FT HORIZONTALLY FROM A PERMANENTLY R THIS DRAWING HAS BEEN EVIEWED FOR STRUCTURAL INSTALLED COOKING APPLIANCE. REQUIREMENTS ONLY PER THE ATTACHED LETTER/CALCULATIONS '- IONIZATION SMOKE ALARMS WITH AN PROVIDED BY THIS OFFICE. ALARM-SILENCING SWITCH SHALL NOT BE REVIEWED BY: emg INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING DATE:11/117(} JOB#O524 4T _.. __ APPLIANCE. 47' _ PHOTO ELECTRIC SMOKE ALARMS: 1W.10112" 6'•31YY 6'-11' 5'-31/2" 13'-71R' SHALL NOT BE INSTALLED LESS THAN 6 FT 21' 7'-1" 1e'•1r -.__ HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 4' a'7' 5' 2'-101/2" 7.912" ���8 1-1- �� 10" 1p UNDER STAIRS SHALL BE PRIOTECTED SPACE ~3 B" 3' 4'-2" 5,1Y,0 swi WITH 1/2"GWB ON ALL ENCLOSED SURFACES. p3gL W1 gD40S W1 01p SW1 6040LS BWi 304OLS 5030LS SWi SW1 C� _ EGRESS WINDOW y R302.6-PROVIDE 1/2"DRYWALL ON WARM WALLS, �� �axJl� p 0 IL— ,v - LRYER PER R-310.1 @ p SUPPORTING WALLS AND GARAGE TO ATTIC. SI,L.0 MINAMOV / I ra, ---{I- p1 PROVIDE 5/8'TYPE X GWB ON CEILINGS y MASTER BEDROOM 12-101/2 �� WITH HABITABLE ROOMS ABOVE 3-71 le Li�- 0 '1/r q N t° 0 I MIN 18X24 CRAWL SPACE L z A- �� _,.100 CFM _01pEL,1 4X4 POST SMOKE ALARM l➢-J FAN SMOKE ALARM ACCESS.INSULATE AND F FAN VTO 0'(Y� III �5 i PER R314 ® 50 CFM VTO PER R314 ® q �, c0 I I I WEATHERSTRIP.R40HF 8.4 - 6i 3X 11 2 2 F GLB BEDROOM 4 ���SSS 4 u��I I 5k Z Z �v WHOLE HOUSE FAN PER -2" -2" e3 I V1 2'-11 1/2' 3' 3'S 1/2' q y M1507.3 W/24 HR TIMER, ® m IP — O Y R 3'�' 10'-112' B'-8' R-4 DUCT INSULATION,AND HALF WALL DN X x 1 3/8"SOLID CORE WOOD DOOR 3,•2' 4 X 10 DF#2 —'�' V (n 1.5 BONE RATING.VTO r 2408 2858 5068 i° 92 I f2 OR 20 MINUTE FIRE RATED DOOR 3068 N CONCRETE PORCH CARBON MONOXIDE I I N WITH SELF CLOSER PER R302.5.1 CARBON MONOXIDE } WHOLE HOUSE FAN:LABEL SHALL BE ALARM PER R315.1 ® L�') I W Z 1` ALARM PER R315.1 ® / AFFIXED TO THE CONTROL THAT READS: � SMOKE ALARM tv 1 "WHOLE HOUSE VENTILATION(SEE PER R314 ® a I LL `? 'N ro Z Y a OPERATING INSTRUCTIONS)" M1307.3 APPLIANCES HAVING AN IGNITION ° q SMOKE ALARM r ©* 2668 2668 I SOURCE SHALL BE ELEVATED SUCH THAT PER R314 ® O Lo R807.1-22X30 ATTIC 1'-0" 8'S 1/2' '� I THE SOURCE OF IGNITION IS NOT LESS THAN GARAGE x N q ACCESS.INSULATE y, 18 INCHES ABOVE THE FLOOR IN GARAGES. v R311.3.2 MIN LANDING 36 X 36 V 61 AND WEATHERSTRIP. SMOKE ALARM iv 1 2 3112" WITH 7 3/4"MAX RISE r 2468 — NT —— TO TOP OFTHRESHOLD Lu J Z PLANT SHELF q PER R314 ® I M1307.4.1.1-(2)SCREENED COMBUSTION U K 308.{ SMOKE AIR DUCTS ARE REQUIRED IN FURNACE �vrS( PER R314�RM® AND WH ROOM,ONE WITHIN 12"OF TOP "' Ur Q ALL EXT WINDOW AND DOOR .Whh a 6p I PLATE AND ONE WITHIN 12'OF FLOOR g N l50 CFM VTO q HDRS TO BE 4X10 DF#2 U.N.O. �U a 101p WATER HEATERS H 1�7�I N ALL S T WINDOW AND DOOR O 8 Q J HDRS TO BE 4X70 OF#2 U.N.O. 7 31I8X1224F GLIB W a m ' BEDROOM 2 BEDROOM 3 WITHATER HE It:RJ BRACED PER P2801.7 FURN O r R�� r aj iWITH RELIEF VALVE PER 2803 50 CFM VTO 4X4 POST W V 1 y B GASFURNACEWITH ��� LIVING H W 77 q EGRESS WINDOW EGRESS WINDOW 1p MIN AFUE OF 94% � 7 vJ J 7 i' PER R-310.1 PER R310.1 N v ,1Y,0� a 4040L3 SW1 `COLS SW1 SW1 N SW7 SW_t_CR OPTIONAL BAY WINDOW SW1 hY074R✓ m d R, sows DATE: UPPER FLOOR PLAN LOWER FLOOR PLAN 11116/2017 a'-0' s 4•-r 1s•11n SCALE:1/4 IN=1 FT jI SCALE 1/4"=1 FT 8'-81/2" 1'-8" 6'-S 13'-r Z-V 19.11f2" Y---S' 6 7'-8 1? 4T 21. X-71/2^ T-81/2 r a 2, 4.-8- EHD JOB: qT 2103 SHEET: 2 v o � U � o y Uppar Attic P. R606.2er a Q J . . cra a -- -- 164.880 ATTIC VENTILATION:VENTED BLOCKING AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR Lu OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. Q Lower Area to be providetl by vented bbdc at each truss II o I / IF - - IT— II J I F — MANUFACTURED TRUSSES AT 24"OC. I C7 I( —� I F — DESIGNED AND ENGINEERED BY �D TRUSS MANUFACTURER.INSTALL I r- I w i _ PER M'G SPECS.6:12 PITCH TYPICAL. I co I o I �Ir Iz� I II - - � L - - -, W Fir=1 I�h I I I I III I IIII / I Q I 16"PLANT SHELF — J I a I I u' LLI I� I \ III III / I II ° II III W r-I I >y Iu"� I I I II II I II °w o� IT- - �LI L J=- = L - JLJ TYPICAL OVERHANG AT EAVES14" ROOF PLAN SCALE 1/4"=1 FT UPSTATE ENGINEERING PO BOX 952 LYNNWOOD,WA 98046 206-2804715 STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL - REOUIREMENTS ONLY PER THE ATTACHED LETTER/CALCULATIONS PROVIDED BY THIS OFFICE. REVIEWED BY: DATE:IIII*114 JOB#0624 ——--——————————————————————————- -—————— —————— — _ — ————————————————————— r---------- - - Ilrr---------------------, f - - - - - - - - - I / 'II' I IIII I I I r I I I I f - 1 31/8 X 12 24F GLB I I I MIN 18X24 CRAWL SPACE I I I I I I 1 ACCESS.INSULATE AND 2 axaPosT o WEATHERSTRIP. I I I —I IIII I o I I L J I I C7 -t-�F � I I IIII I II II I ------------ o - --1rC- I I Ilf I IIII I I I I I I °�°p —UP DOUBLE JOIST 4X10 DF#2 LU210 HANGERS TYPICAL N> a ur IIII I _ SOLID BLOCKING I I I Z Z w N w Z x 1 3 F 1 — OVER BEAM --I i V O ur O I LU210 HANGERS TYPICAL SOLID BLOCKING 3 112 X 11 114 2.0E PSL = w H w 2 OVER WALL y w w a w O -I I ?m IIII FASTENERS INTO OR IN CONTACT WITH I I I I I fU' °' z F ro w O PRESSURE TREATED OR FIRE RETARDANT TREATED Z LL \ o w U y x U IIII WOOD SHALL BE OF HOT-DIPPED — <O I g O I I I I GALVANIZED STEEL,STAINLESS STEEL,SILICON I I I Z Y X U o z a m w BRONZE OR COPPER.EXCEPTION:1121NCH _ IIII DIAMETER OR GREATER STEEL BOLTS. I I I I I 0 z LL I °z m IIII I I I FLOOR JOIST TO BE I I U I- FLOOR JOIST TO BE z m m rc i IIII I I I _ <w w 2X12 HF#2 AT 16"OCLu 2X12 HF#2 AT 16"OC m o a IIII I I I I I J Z I axa POST IIII I I I I I Q UJ J = IIII I I I I ® � a I 3,rex,2zaFGLB IIII I I I I I L-� F- IIII I II I I WtU LU210 HANGERS TYPICAL Y " 9 2 SOLID BLOCKING — I I Q O I II II II II I I I I I I I 3112 X111I42.OE PSL L ---------- ----------J - - - - - - - I I L`---------------------J L — — -- — — OVERWALL _ -- ma 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 ROOFING MATERIAL TO BE 2X8 PT LEDGER AT WALL WITH 1/2 X 4" MID ROOF'UNDER SHINGLE"VENTING TO COMPOSITION OVER 30LS FELT LU ALL CONSTRUCTION SHALL COMPLY WITH THE D T INTERNATIONAL RESIDENTIAL STAGGERED LAG BOLTS AT 18'OC INTO RIM 7/16'OSS ROOF CODE,20151NTERNATIONALBLILDING CODE,AND THE 2015 WASHINGTON STATE 4X4 SUPPORT POST PROVIDE LOWER ATTIC VENTILATION. V ENERGY CODE. JOIST.LAG BOLTS SHALL BE 2"FROM TOP E RIM JOIST SHEATHING.BD AT 6" HOEDOWN SCHEDULE BOTTOM AND 2"TO 5"FROM ENDS OF LEDGER � OC AT EDGES AND n Weer n Date: 11/5/2017 SOLID TIGHT FITTING &INSUL=ATIDN 12'OC AT FIELD lob#: 0824 O R-40t1.2(PAC 51-51)UNDERFLOOR VENTILATION REQUIRES 1 SO FT OF NET FREE SIDING INSULATION CROSS VENTILATION FOR EACH 300 SO FT OF UNDERFLOOR AREA COVERED. BLOCKING(NO VENTS) H7 ROOF TO TOP SHEARWALL 8 HOLDOWN NOTES(U.N.O.): HOL WN/ FASTENERS TO FOUNDATION PER ENERGY (1)Simpson or equal.Locale at end of shearwall u.n.o.Install 'M STRAP•1 (2)-STUDS MIN U.N.O. ANCHOR•1 4 COMMENTS W METAL FLASHING D7T2 CONNECTOR PLATE CONNECTION (INFORMATION ()() f7 O R-408.4 UNDERFLOOR ACCESS:MINIMUM I8"X24"CLEAR ACCESS THROUGH AT EACH TRUSS per manufacturer recommendation for foundation minimum end (8)-16d sinkersweacb = U y PAGE distance and embedment,deepen foundation as required. T-1 MSTC40 N/A FLOOR MIN i6"X 24'THROUGH EXT WALL. er-octed element @ Tn VENTED ZX (2)Construct cripple wall same as shearwall(SW)above,and 0-2 _� R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN ERGY BLOCKING gable-end same as shearwall(SW)below. T-2 STHDI4n4R1 (38)/(30)-16d N/A M1T FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. ••• ••••'•'• �' INSULATION BAFFLE WITH 1' (3)Requires 3z or(2)2x foundation sill plate �I RRR MIN AIR SPACE TO EXTEND (4)Threaded rod and coupler as required. aQ. FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT •o LUS28 •c• RIM JOIST \ HEADER PER PLAN TO 12"VERTICALLY ABOVE TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, MSTC28 OR(2)HTT4 \ 1'-6" INSULATION (5)Common nails,UNO:ad=0.131")Q%",1Od=0.148"x3% -C SILICON BRONZE OR COPPER EXCEPTION:1/2 INCH DIAMETER OR GREATER STEEL �' �-' AT TWO LOCATIONS TO SHEATHING PER 12d=0.148"x3Y..",16d=0.162"z3'F.",16d sinker=0.148"x3'/.". BOLTS. CONNECT FLOOR SOLID BLOCKING 2X8 DECK JOISTS SW SCHEDULE N NOTE:GABLE ENDS THAT ARE DIRECTLY UP AGAINST DIAPHRAGM TO DECK JOISTS (8)Install H1's on all Crosses/rafters,A35's at 24"o/c on gables 8 R-806.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 1/150 OF 5 FT SETBACK SHALL HAVE NO GABLE VENTS 2X6 WALL FRAMING AT 16"OC Him joist(or solid blkg)to top plate(sill plate at fdn)u.n.o.;When Q ATTIC AREA OR 1/3W IF 40-50 PERCENT IS UPPER VENTILATION.VENTED BLOCKING specified spacing is less than 24"o/c,install A35's at roof solid AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS5 FT OR ROOF OVERHANG INTRUDING INTO TYPICAL ROOF TO WALL blk'ing to SW top plate,and install Hi or H2.5 on all 3 LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR OVERHANG IS LESS THAN O DECK CONNECTION TO WALL D3 4X4 DECK RAILING POST SUPPORT O5FT PROPERTY LINE SETBACK D1 AND HEADER SECTION tmsses/rafters.LTP4,LTP5 or LS50 can be substituted for A35. 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 Conn.per Simpson Strong-Tie or equal. rya R-807 ATTIC ACCESS REQUIRES 22"X 3T MIN CLEAR OPENING IN A READILY �Y(7)Minimum 3x or tlbl-2x stud lama w/(2)-16d @ 8"o/c at ACCESSIBLE AREA 301 MIN HEADROOM,INSULATE AND WEATHERSTRIP 1-6' 1 HOUR FIRE PROTECTION abutting panel edges. ROOF TO WALL (8)Anchor bolts shall be embedded at least 7"Into concrete; 8D NAILS AT 6"OC PERIMETER PROVIDED BY 5B"GWB AT BAIT INSULATION PER [here shall be a minimum of two bolts e R-370 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" FLASHING BAT7INSULATION PER ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET,A MIN WIDTH OF 20"AND A MIN NAILING TO LEDGER ALL SIDES ENERGY INFORMATION PAGE ENERGY INFORMATION PAGE per piece with one bolt HEIGHT OF 24". PARALLEL OR located not more than 12"or less than seven bolt diameters from /A TIGHT FIT SOLID PERPENDICULAR NAILING 70 SOLID BLOCKING. each end the piece.2x min PT,u.n.o. V 18"MAXIMUM ENCROACHMENT INTO R-314.31NTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING BLOCKING I� ROOF FRAMING SPACING PER PERIMETER ROOM,IN THE U91 All sheathing must IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH ------ 5'SETBACK THIS WIDTH INCLUDES NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILING STORY. TRIM,FINISHES,EAVES OUR MI AND 'A BASEPLATE NAILING A OVERHANGS.1 HOUR MINIMUM FIRE /,114"FLOORP—OD PER SW SCHEDULE SHEARWALL SCHEDULE v♦ Dle: 11/5/2017SMOKEDETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY PER SW SCHEDULE RESISTIVE CONSTRUCTION. Job#: 0824 RIM JOIST3/4-FLOOR PLYWOOD SHEATHING-APPLY TO SHEATHING EDGE NAI,S'(5) ROOF TO TOP PLATE,FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A NB OR MARK BASE PLATE SILL PLA1EANCHORS w/ SHOWER.R314 2XLEDGER BLOCK - •(2) 2x HE STUDS Q 16"o/c ALL EDGES BLACKED NAILS FLOOR TO TOP PLATE SHEARWALL PER RAFTER OR TRUSS WITH RIM JOIST U.N.O.BELOW'(9) do va a (flush) �� &SILL PLATE. 3"x3"xl/4"WASHERS*(8) Q SCHEDULE ( FLOOR JOIST \ FLOOR JOIST IONIZATION SMOKE ALARMS:SHALL NOT S INSTALLED LESS THAN 20 FT (2)16D TO EACH STUD PER PLAN y PER PLAN SW-1 7/16"OSB 8d Q 6"o/c(12"o/c field) 16d Qo 12"o/c HI @�5.24 24 "o/c 5/8"OxIOr AB's Q 60-o/c HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. FLOOR JOIST PERIMETER MAILING SW-2 7/l6"Q$B 8d W IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE Q 4"o/c(12"o/c field) 16d Q 12"o/c A35 Q 24 "o/c 5/8"0xIW AB's Q 60"c/c 0 11 PER SW SCHEDULE BATT INSULATI7-R FLOOR TO TOP WALL FRAMING INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLEDBASEPLATE NAILING FLOOR TO TOP ENERGY INFOR PLATE CONNECTION PLATE CONNECTION COOKING APPLIANCE. PER SW HE SW-3 7/16"OSB•(7) 8d Q 3"o/c(12"o/c field) 16d Q q^o/c A35 Q 10 "o/c 5/8"0x10"AB's @ 12"o/c .I PER SW SCHEDULE PER SW SCHEDULE PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN EFT TYPICAL PARALLEL OR 7 Q O O 18"CANTILEVER INTRUDING INTO WALL FRAMING TYPICAL UPPER FLOOR HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PERPENDICULAR LOWER R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING O ROOF TO WALL CONNECTION C3 5 FT PROPERTY LINE SETBACK O CANTILEVER UPPER FLOOR C1 JOIST SECTION W AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. W 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 IT MIN REQUIRED 314"SUBFLOOR NAILED WITH 80 AT 6" BASEPLATE NAILING GLAZING IS LESS THAN 60"ABOVE FLOOR. BETWEEN BEAM AND OC AT EDGES AND 12"OC AT FIELD PER SW SCHEDULE NAILING TO SOLID BLOCKING. BASEPLATE NAILING GROUND,18"MIN SPACING PER PERIMETER WALL FRAMING PER SW SCHEDULE W1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE REQUIRED BETWEEN GATT INSULATION NAILING OF FLOOR DIAPHRAGM WALL FRAMING WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR JOISTS AND GROUND. PER ENERGY SURFACE,SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKORAFT 3N4"FLOOR PLYWOOD BATT INSULATION r DAMPER. SOLID BLOCKING OVER BEAM INFORMATION PAGE PER ENERGY 314"FLOOR PLYWOOD 4"CONCRETE$NAB BOOR INFORMATION PAGE UPSTATE R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS.MIN SIZE 4 IN WITH FLOOR JOIST PER PLAN PRESSURE TREATED FLOORJOIST 112 IN STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN PER PLAN SILL PLATE RIM JOIST PER PLAN e n g I n ee FI n g RIM JOIST Nu X�5. LYNNWOOp,WA 9804E DESIGN CRITERIA PT POST OR 90LB PROVIDE A23 AND AC4 PRESSURE TREATED r <zoe)eaa-A71s F.(zo6)ear.-azer FLOOR TO TOP SILL PLATE S RV1Cw4pUPS CDM FELT AT BOTTOM OR APPROVED . -1 BATT INSULATION = PLATE CONNECTION - FLOOR TO TOP ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 POSITIVE CONNECTION - -- - i. LI '�_- PLATE CONNECTION 6 MIL BLACK { PER ENERGY = PER SW SCHEDULE I t r General Structural Notes—Unless Noted Otherwise VAPOR BARRIER v, CONCRETE INFORMATION PAGE I��II(=rE FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 1 -1I H PER SW SCHEDULE DECK LIVE LOAD 60-DECK DEAD LOAD 10 FOOTING •,. RM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION,OR WIND SPEED 85-SEISMIC CAT.D \tea PER PLAN i'C GENERAL ALL CONSTRUCTION SHALL CONFORM OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. - > " DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. CRAWL SPACE BEAM av FOUNDATION AT FOUNDATION AT INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED.NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS O SUPPORT SECTION B3 CANTILEVER LOWER FLOOR B2' g1 REQUIRED BY LOCAL JURISDICTION. GARAGE SLAB FLOOR FRAMED FLOOR JOIST FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 ESE BEARING CAPACITY.BOTTOM OF EXTERIOR FOOTING SHALL BE V,6"MINIMUM BELOW OUTSIDE FINISHED GRADE. THE GREATEST RISER HEIGHT WITHIN ANY MST066®CENTERLINE CAST-IN-PLACE ANCHOR BOLT TO BE SW 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 JST AND 114 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 3/8" FILL ALL HOLES w/16d \ BEARING WALL LESS THAN 41f2"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 i- TMIN EMBEDMENT EXCEPT AS REQUIRED BY SW 3D00 PSI PROCEDURES. MIN HEAD CLEARANCE FLOOR _MECHANICAL SCHEDULE. CONCRETE Pc=25M PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 HANDRAIL 3438" �/ TO BE 6'-8" FRAMING - FASTENER 2x TREATED PLATE ABOVE STAIR NOSE" - GALLONS OF WATER PER 94 LB SACK OF CEMENT.MAXIMUM SLUMP IS 4".SEGREGATION OF MATERIALS TO BE i. ' STAIR TREAD IF STRAP OVERLAP IS REO'D,(10}16d (2)#4 HORIZONTAL Ir CONCRETE FOUNDATION PREVENTED. DOUBLE STUDS REINFORCING ROD WALL MAX HEIGHT 96"WITH HORIZONTAL(1)#4 N Sp PER R311.5.3 NAILS MIN SHALL GO THROUGH BOTH �EACH STRAP -CONCRETE SLAB MAX UNBALANCED BACKFILLi r 170FTOP OF W R403.7.3.1 ANTI b �E Nae2 13be- i \ . STRAPS.RELOCATE MSTC ABOVE _. .- ,l I I REINFORCING STEEL#5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARE,AND#3 AND#4 BARS SHALL BE IX8 RISER �a FLOOR JOISTS EDGE NAIL SE NOT TO EXCEED 48" N '� GRADE 40,IN ACCORDANCE WNTH ASTM A-615 p SPLICES 32 BAR DIAMETERSCENTERLINE IF REQ'D. UNO `��6G l,Od>BI7 ''�T'� FeDN- ..._ LA WELDED WIRE FABRIC SHALL 2X12 STRINGERS(3) � -'`�- 6'WALL MAY BE USED WITH #4 VERTICAL W 48-ON CENTER PER �� ©G FtDfILJLr, CONFORM TO ASTM A-185 AND SHALL BE 6X6-WIA X W1.4.LAP ONE FULL MESH AT SPLICES. MECHANICALVAPOR BARRIER MAX HEIGHT 54" SECTION R403.1.3.1 MIN le INTO STEMTIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: CONNECTION --- WALL AND STANDARD HOOK PER/ 4"GRAVEL----' SECTION R608.5A.5 MIN RUN 101 FLOOR TO STAIRS HOLDOWN (1)#4 REBAR REQUIRED AT �p4° BEAMS AND POSTS(4)_AND GREATER): DF-L#2 MAX RISE 73/4„ ppM1Y WALL CONSTRUCTION: 18 XS CONTINUOUS THICKENED MIN 17 X6 CONCRETE JOIST$/STUDS 2x1/2"GWB UNDER STAIRS PER PLAN SLAB UNDER BEARING WALL FOOTING WITH MIN TFROM ( j: HF#2/STUD 2x6 MATCH ABOVE @ 16"o/c BOTTOM OF FOOTING R403.1.3 _ FOOTING MIN 12'BELOW ( j 24F-V4 24F-V8 AT CANTILEVERS - 2X DRAFT STOP BLOCKING SHEARWALL SPECIFICATIONS — _ GRADE GLUE LAMINATED BEAMS GLB ( ) BETWEEN STUDS FROM SHEARWALL ABOVE =--- 2x_TIMBER SHALL BE KILN DRIED.GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", ALL STEEL TO BE GRADE 60 ALL FOOTINGS TO BE PLACED LATEST EDITION.ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC.ALL 3/4"-1 110 NOSING 2X4 STIFFENER ON BEARING SOIL CONNECTIONS PER IBC TABLE 2304.10.1. y CONCRETE THICKENED Al TYPICAL CONCRETE FOUNDATION 8OR6INCH ROOFDIAPHRAGM INSTALL MINIMUM I/2"CDX PLYWOOD 32/16)OR7/16"OSB SHEATHING.NAIL ALL SUPPORTED Z Z SLAB FOOTING EDGES ANO BOUNDARIES WITH Bd AT 6"D.C.AND INTERIOR SUPPORTS WITH Bd AT 12"O.C.;BLOCKING NOT Z Q O TYPICAL STAIR SECTION O PONY WALL WITH SW/HOEDOWN � ( ) - REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24ce)SHEATHING.GLUE AND NAIL ALL U 0 SHEARWALL PER PLAN SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT IT O.C., 0 TIGHT FIT SOLID HLK'G BLOCKING NOT REQUIRED. Z BOUNDARY NAILS PER PLAN MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE.THE CONTRACTOR Z ROOF SHEATHING PER PLAN SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS = r HAVE BEEN INSTALLED.DO NOT SCALE DRAWINGS.PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 0 Ln WIND DESIGN CRITERIA, V NAIL SHEATHING TO NOMINAL WIND SPEED-85MPH RISK CATEGORY II W r BLOCKS PER SW ULTIMATE WIND SPEED-110 MPH IMPORTANCE,1=1.0 SCHEDULE EDGE NAILING WIND EXPOSURE,8 Kn=1.gg —i ZQ ROOF FRAMING PER PLAN SEISIMIC DESIGN CRITERIA: SW PER PLAN 2X LEDGER(OR ROOF TRUSS)W/ EQUIVALENT LATERA LFORCE PROCEDURE Q J (2)-16d EA STUD IMPORTANCE,le=1.0 Ss=1.25 W a EDGE NAILING PER SITE CLASS,D S,=0.40 SEISMIC DESIGN CAT.,D S.=0.83 SW SCHEDULE TRUSSES OR RAFTERS PARALLEL TO WALL SEAS.FORCE RES.SYS,A.15. So,=0.43 LU (� DESIGN BASE SHEAR= 6789 Ibs Cs=0.13 IH TYPICAL RISK CATEGORY 11 ❑PENING LSTA21 W/BLOCKING SHEARWALL PER PLAN SHEARWALL PER PLAN R=6.5 0 \ AS REQUIRED(4 TYP.) IGHT FIT SOLID HLK'G TIGHT FIT SAID BLK'G O BOUNDARY NAILS PER PLAN BOUNDARY NAILS PER PLAN M Lai ROOF SHEATHING PER PLAN /-ROOF SHEATHING PER PLAN =1 UPSTATE ENGINEERING DATE: PO BOX 952 LYNNWOOD,WA 98046 11/16/2017 206-280-4715 TRUSS(MONO)PER PLAN STRUCTURAL REVIEW THIS DRAWING HAS BEEN 2X I BLK'CONTINUOUS REVIEWED FOR STRUCTURAL EHD JOB: ROOF FRAMING PER PLAN SOLI BLK'G V/ (2)-16d EA STUD REQUIREMENTS ONLY PER THE 2X LE➢GER W/ ATTACHED LETTER/CALCULATIONS 2103 (2)-16d EA STUD PROVIDED BY THIS OFFICE. RAFTERS PERPENDICULAR TD WALL TRUSSES PERPENDICULAR TO WALL REVIEWED BY: amp 1 FORCE TRANSFER DATE:11/14/ti JOB#D&Vt SHEET: X AROUND OPENINGS NTS LOW ROOF SHEAR TRANSFER, TYPICAL Scale, 3/4' = F-0' Simple Heating System Size:201S Washington State Windows and Doors R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS W Prepared by:Dennis Smiley/Emerald Home Design Quantity Width Pt Width In Height Pt Height In Windows 2 2 o s o Medium Dwelling Unit 0500-5000 SF)requires 3.5 point from table R406 Builder-Eagle Country Construction 1 5 0 5 0 Plan Name-1705-Knudson 3 3 0 4 0 This project selects the following: �i p W cU 2 4 0 4 0 003 Uj Design Temp=21/70 deg•21 49 1 3 0 3 6 EFFICIENT BUILDING ENVELOPE 1a: a 5 0 4 0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: ��Q J Conditioned Floor Area 1,705 1 5 0 3 o Vertical fenestration U =0.28 �a Average Ceiling Ht 2 2-0-1 6 Floor R-38 a Conditioned Volume l484asa7 0 0 0 0 0 Slab on grade R-10 perimeter and under entire slab 0 0 0 0 o Below grade slab R-10 perimeter and under entire slab Ci Component U-Factor Area UA 0 0 0 0 0 or W Glazing and Doors 0.280 282 79.0 0 o 0 0 0 Compliance based on Section R402.1.4: Reduce the Total UA by 5%. O 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 p 00 0 0 m Floors-R-38 0.02S 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-1-5 Thermal Br@ak at slab edge 0.570 - D.o 0 0 0 0 o HIGH EFFICIENCY HVAC EQUIPMENT 3a: Slab on Grade-R-SO Perimeter 0.540 - 0.0 Non-Glass Doors 2 3 0 6 s Gas,propane or oil-fired furnace with minimum AFUE of 94%,Or 1 z s 6 8 Gas,propane or oiled-fired boiler with minimum AFUE of 92% Duct Leakage Coefficient 0 0 0 01 0 To qualify to claim this credit,the building permit drawings shall specify the option Location of Ducts-Unconditioned Space 1.1 Total SF 282 being selected and shall specify the heating equipment type and the minimum Sum of UA 246 Mechanical Ventilation equipment efficiency. Envelope Heat Load 12035 1.0 CREDITS Air Leakage Heat Load 7857 This Project Floor Area 1,705 Q Building Design Heat Load 19892 This Project Number of Bdrs 4 Building Duct Heat Load 21881 W Maximum Heat Equipment Output 30633 Table M1507.3.3(1) EFFICIENT WATER HEATING 5a: 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 FI Area 0.1 Bdrs 1 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 W 1501-3000 45 60 75 90 105 being selected and shall specify the maximum flow rates for all showerheads,kitchen FENESTRATION U-FACTOR(b) 0.28 3001-4500 60 75 90 105 120 sink faucets,and other lavatory faucets. W SKYLIGHT(b)U FA- CTOR 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(,m.n)R-VALUE 21 INT MASS WALL R-VALUE(I) 21/21 Table M3S07.3.3(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 2 1.5 1.3 1 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 to 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 la,1 b or 1c. 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 (a)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 • accordance with Table M1507.3.3(1). in accordance with ASME At 12.18.1/CSA 13125.1. N 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 Al 12.18.1/CSA B125.1. headers insulated with a minimum of R-10 insulation. system is permitted to operate intermittently where the U N system has controls that enable operation for not less U) (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 Q� by the factor determined in accordance with Table H- Z M1507.3.3(2). Z Y C U � e following Washington State Energy Code information is required: W r JZ a.Post Energy Code Compliance Certificate Within 3 ft.of electrical panel(these are available Q J at www.eneray.wsu.edu/code) W t1 b.Provide door blower test affidavit by final building inspection c.Provide(1)programmable thermostat d.Provide duct sealing affidavit by final inspection () e.A minimum of 75%of all interior lighting shall be high efficiency W W I.All required insulation and glazing values J g.Building framing cavities shall not be used for ducts or plenums.Installation of ducts in = 0 exterior walls,floors,or ceilings shall not displace required envelope insulation. Cal d DATE: 11/16/2017 EHD JOB: 2103 Ll SHEET: 5