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108 N WASHINGTON AVE NE_BLD3336_2026
NOTICE TO PERMITEE AND/OR OWNER O PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: _'"(� ❑ AM ❑ PM JDATE: JOB ADDRESS: :�._'�; ! pJ C LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT—STOP WORK—OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT —STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION �c ''✓��k?q rJ4_ THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING 0 CIVIL 0 BUILDING CITY OF ARLINGTON NOTICE vl TO PERMITEE AND/OR OWNER 71 PARTIAL APPROVAL ;2r CORRECTIONS REQUIRED 11 DO NOT OCCUPY 0APPROVED PERMIT#: AM 11 PM JDATE: 5 JOB ADDRESS: L" V, #: PROJECT: 4� rJ TYPE OF INSPECTION: , ,OTHER n rl NO PERMIT-STOP WORK-OBTAIN PERMIT rl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND ✓ PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. rl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. rl WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. rl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION (P) -7H- TZZ THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE • 0 PLANNING [I CIVIL [I BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL O CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O APPROVED ` PERMIT gzj';?� - ?% ��.� ] AM ❑ PM DATE:"- ).. JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $SO REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3SS1 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING O CIVIL Cl BUILDING CITY OF ARLINGTON c.J - NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: ❑ AM ❑ PM DATE- OB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: ` OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING 0 CIVIL Q BUILDING CITY OF ARLINGTON • ,;J -NOTICE TO PERMITEE AND/OR OWNER 0 PARTIAL APPROVAL 0 CORRECTIONS REQUIRED Cl DO NOT OCCUPY 76PPROVED PERMIT#: f; - AM ❑ PM DATE: JOB ADDRESS: _ ; - LOT#: r° PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION k,Er A THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 ',r/-o Z J INSPECTOR DATE j O PLANNING O CIVIL O BUILDING CITY OF ARLINGTON 'qQ` S V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑APPROVED PERMIT Ctr-AM ❑ PM I DATE: • ZZ-: 2 U 4i� JOB ADDRESS: �-{ .� i 1,-h:1_o_+ LOT#: PROJECT: . i-IU-i- I TYPE OF INSPECTION: i -T v,,-I OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING 0 CIVIL Cl BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: \❑ AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: r TYPE OF INSPECTION: ~ > OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION iG THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i/�, INSPECTOR DATE` Cl PLANNING O CIVIL [I BUILDING CITY OF ARLINGTON S v NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O APPROVED PERMIT#: ❑ AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 �-d -'�7 -� INSPECTOR DATE p PLANNING p CIVIL p BUILDING CITY OF ARLINGTON ,��,' CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3336 108 N WASHINGTON AVE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00455400601400 Valuation:272504.22 OWNER APPLICANT CONTRACTOR CHRIS AND HOLLI SMITH Ridgeland Custom Homes,LLC Ridgeland Custom Homes PO BOX 384 PO Box 130 PO Box 130 ARLINGTON,WA 98223 Arlington,WA 98223 Arlington,WA 98223 425-343-4562 425-343-4562 LIC:RIDGECH851QC EXP:04/22/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST. TYPE: VB DWELLING UNITS: I OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this pen-nit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Si ature Print Name Date Released By tc CONDITIONS SEE REDLINED DRAWINGS FOR. )ITIONAL REQUIREMENTS.ADHERE TC .'PROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. STREET TREES ARE REQUIRED ON WASHINGTON AVENEU AND 2ND STREET.ADA RAMPS AS A PART OF THE FRONTAGE IMPROVEMENTS SHALL ADHERE TO THE CONDITIONS OF THE CIVIL PERMIT. CONSTRUCTION SITES SHALL ADHERE TO CURRENT COVID-19 JOBSITE REQUIREMENTS AS PER LOCAL, STATE AND FEDERAL REGULATIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. _ PERMIT FEES Date Description Fee Amount 12/04/2020 Park-Community SF $1,662.00 12/04/2020 Park-Mini SF $484.00 12/04/2020 Traffic Mitigation-City $3,355.00 12/n4/202n Firerlare/Insert/Woodstove $30.00 12/04/2020 Forced Air Heat $15.00 12/04/2020 Gas Piping/Units $15.00 12/04/2020 Mechanical Base $25.00 12/04/2020 Range Hood $15.00 12/04/2020 Processing/Technology Fee $25.00 12/04/2020 Bath/Shower or Shower Only $45 00 12/04/2020 Clothes Washer $15.00 12/04/2020 Hose Bib/Roof Drains $30.00 12/04/2020 Lavatory $60.00 12/04/2020 Plumbing Base $25.00 12/04/2020 Plumbing Misc. $60.00 12/04/2020 Sinks/Toilets/Urinals/Disposal $15.00 12/04/2020 Water Heater $25.00 12/04/2020 State Building Code Surcharge Fee $6.50 12/04/2020 Building Permit Fee $2,948.50 12/04/2020 Building Plan Review Fee $1,916.53 12/04/2020 Traffic Mitigation-City ($3,355.00) Total Due: $7,417.53 Total Payment: $0.00 Balance Due: $7,417.53 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ARLINGTON SCHOOL DISTR!r'T NO. 16 14-5129 LOCAL RECEIPT DATt Q"1 O Received from For A b V ACCOUNT C AMOUNT 00 $ � �J(o CASH CHEC BY MO BANK - - -- DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145130 LOCAL REC IPT` DAT V LA Received from '1 For ' ACCOUNT C E AMOUNT -a 1 �- I� 5 0 CASH f3yl OUALAE�;7 MA BANK DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145131 LOCAL RC EIPT DATE Received from �C� lAm fin For Q4 ACCOUNT WE AMOUNT $ 5(�2. CASH h U rn BY MC NQ`1 BANK - - - DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145132 LOCAL RE EIPT DAT L C) Received from � For (✓ C ACCOUNT 60a AMOUNT P Ely ZH :�:j , mo i .• I I _ �✓J1�QG�� W �C��l fJ�S Permit#: 3336 Permit Date: 07/29/20 Project Name: Ridgeland Custom Homes Site Address: 108 N Washington Avenue NE Company/Applicant Name: Ridgeland Custom Homes, LLC Company/Applicant Address: PO Box 130 City, State, Zip: Arlington, WA 98223 Contact: Dennis Wriglesworth Phone: 425-343-4562 Email: northview1017@usa.com Permit Type: Single Family Residence Valuation: 216000.00 Square Feet: 2545 Number of Stories: 2 Type of Construction: VB Occupancy Type: R-3; Residential Scope of Work: New SFR MIC/Opportunity Zone: Permit Issued: Permit Expires: 01/25/2021 DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00455400601400 108 N WASHINGTON AVE CHRIS AND HOLLI 910 Undeveloped SMITH (Vacant)Land Contractors Contractor Primary Contact Phone Address Contractor Type License License# Ridgeland Custom Dennis 425-343-4562 PO Box 130 CONTRACTOR Labor and RIDGECH851QC Homes Wriglesworth Industries Plan Reviews Date Review Type Description Assigned To Review Status 07/29/2020 Residential Dwelling Building In Review 07/29/2020 Residential Dwelling Josh Grandlienard In Review gees. 1 1 Qesociption Notes Amount Building Permit Fee Table 4-1 $2,128.49 Park-Community SF Single Family $l,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-City Single Family $3,355.00 Fireplace/Insert/Woodstove 1 fireplace insert and 1 $30.00 freestanding stove Forced Air Heat fee per Btu $15.00 Gas Piping/Units fee per units $15.00 Mechanical Base Permit Fee $25.00 Range Hood Residential $15.00 Processing/Technology Fee $25.00 Bath/Shower or Shower Only 3 $45.00 Clothes Washer $15.00 Hose Bib/Roof Drains 2 $30.00 Lavatory Toilet&Sink Only 4 $60.00 Plumbing Base Permit Fee $25.00 Plumbing Misc. Not otherwise specified 1 dishwasher&3 water $60.00 closets Sinks/Toilets/Urinals/Disposal Sinks-Kitchen,Bar,Service,Bath, $15.00 Handwash Water Heater Tank or Tankless $25.00 State Building Code Surcharge Fee Residential- 1st Unit $6.50 Building Plan Review Fee Table 4-2 $1,383.52 Total $9,419.51 Notes Date Note Created By: 07/29/2020 Add civil comments to permit? Kristin Foster 07/29/2020 Use applicant's valuation or calculate from ICC Value Data Table? Kristin Foster 07/29/2020 Lot 14 Kristin Foster 07/29/2020 Need school impact fee receipt prior to issuance. Kristin Foster Uploaded Files Date File Name 07/29/2020 7059907-3336 Application.pdf .. l � ' � i APA Wall Bracing Calculator Eject Report Builder/Designer GEORGE D DEASY Home/Building Plan Name WESTMONT 24 Development Address ARLINGTON Code BASED ON 2015 IRC SDC(Seismic Design Category) DI Wind Speed <=110 mph Wind Exposure Category EXPOSURE B Total Number of Stories 2 STORY Cripple Wall NO Mean Roof Height less than 30 ft. YES STORY 1 STORY 2 A B A B 1 1 2 2 3 3 4 Received JUL 2 0 2020 OFFICE CO tio V"'Ne ' �. �:� 1 1 �r WALL LINE ELEVATION VIEW Bl B2 B3 Total Wall Line Length: 56'0" WALL LINE PLAN VIEW B1 B2 B3 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story A CS-WSP 0.86 5.16 0.85 18.17 18.17 44.01 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Height Segment Nails Tie Hold Down BI 9' CS-WSP 31' 2" 5'0" 31.17 6712" B2 9' CS-WSP 6'2" 5'0" 6.17 67/12" B3 9' CS-WSP 6' 8" 5101. 6.67 67/12" WALL LINE ELEVATION VIEW B1 132 B3 Total Wall Lln� �ngth: ';4' G" WALL LINE PLAN VIEW Bl B2 63 Story wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Quallfled Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status ISt Story B CS-WSP 0.86 5.16 0.85 17.53 17.53 48.51 Compliant Wail Line Wall Bracing Segment Adjacent Qualified Segment Height Method Length Opening Segment Nails Tension SegmentHold Down Height B1 9' CS-WSP 23- 11" 3- 0" 23.92 6"/12" B2 9' CS-WSP 8' 11" 3- 6" 8.92 6"/12" B3 9' CS-WSP 15' 8" 3- 6" 15.67 6"/12" •� i � � �: WALL LINE ELEVATION VIEW Bi 62 Total Wall Llne Length: 24'0" WALL LINE PLAN VIEW Bl 02 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 1 PF-G 1.12 7.28 0.85 7.84 7.84 12 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tic Hold Down Height Bi 9' PF-G 4' 0" 8' 0" 6 3"/3"grid B2 9' PF-G 4' 0" 8101. 6 3"/3"grid 1,825 Include required collector design/details on plans according to APA TT-102 Include proper PF or ABW details on the plans. WALL LINE ELEVATION VIEW Bi 02 Total Wall Line Length: 24'0" f WALL LINE PLAN VIEW 81 62 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 2 CS-WSP 1.12 10.08 1.16 10.7 10.7 21.33 Compliant Wall Line Wall BracingSe Adjacent Segment Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height BS 9' CS-WSP 12' 0" 6'8" 12 6"/12" 132 9' CS-WSP 9'4" 6' 8" 9.33 6"/12" i i WALL LINE ELEVATION VIEW Bi B2 B3 B4 Total Wall Line Length: 24'0" WALL LINE PLAN VIEW Bl B2 B3 B4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 3 CS-WSP 1.12 10.08 1.16 10.7 10.7 14.75 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height Bl 9' CS-WSP 2' 0" 5101, 0 6"/12" B2 9' CS-WSP 6' 8" 5' 0" 6.67 6"/12" 1,800 133 9' CS-WSP 0' 3" 6'8" 0 6"/12" M 9' CS-WSP 8, 10 6' 8" 8.08 6"/12" Include proper HQ details for IRC placement rules on the plans. WALL LINE ELEVATION VIEW Bi B2 63 B4 Total Wall Line Length: 56'0" WALL LINE PLAN VIEW Bl B2 B3 S4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story A CS-WSP 0.78 2.57 0.85 8.09 8.09 45.01 Compliant Wall Line Wall Bracing Segment Adjacent QualifiedTension Segment Height Method Length Opening Segment Nails Tie Hold Down Height Bi 9' CS-WSP 4' 0" 3' 0" 4 6"/12" B2 9' CS-WSP 17' 5" 4' 0" 17.42 67/12" B3 9' CS-WSP 7'8" 4' 0" 7.67 6"/12" B4 9' CS-WSP 15' 11" 4'0" 15.92 6712" WALL LINE ELEVATION VIEW Bi B2 Total Wall Llne Length: 54'6" f WALL LINE PLAN VIEW BI B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story B CS-WSP 0.78 2.57 0.85 7.8 7.8 52.5 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height B1 9' CS-WSP 20'4" 3' 0" 20.33 6"/12" 32 9' CS-WSP 32' 2" 3'0" 32.17 67/12" WALL LINE ELEVATION VIEW 131 B2 Tot,i VJII! 01), 1 wruttty ?A'0 WALL LINE PLAN VIEW B1 82 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount factors Amount Bracing Bracing Status 2nd Story 1 CS-WSP 1.13 3.23 0.85 3.47 3.47 19 Compliant Wall Line Wall Bracing Segment AdjacentQualified Tension Segment Height Method Length Opening Segment Nails Tfe Hold Down Height B1 9' CS-WSP 141 .511 4' 0" 14.42 6"/12" B2 9' CS-WSP 4' 7" 4' 0" 4.58 6"/12" WALL LINE ELEVATION VIEW Bl B2 Total Wall Line Length: 24'0" WALL LINE PLAN VIEW Bi B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 2 GB-2s4ft 1.13 6.59 0.85 6.12 6.59 20 Compliant Wail Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height Bl 9' GB-2s4ft 13' 10" 910.1 13.83 7"/7" 62 9' GB-2s4ft 6' 2" 9101, 6.17 7"/7" WALL LINE ELEVATION VIEW 01 B2 Total Wall Line Length: 24'0" WALL LINE PLAN VIEW Bl B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 3 GB-2s4ft 1.13 6.1 0.85 6.12 6.12 13.5 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height Bl 9' GB-2s4ft 7' 8" 6' 8" 7.67 7"/7" B2 9' GB-2s4ft S. 10" 9' 0" 5.83 7"/7" <., �• _ „• I I r �.� WALL LINE ELEVATION VIEW 01 62 B3 B4 Total Wall Line Length: 24'0" WALL LINE PLAN VIEW B1 B2 B3 B4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Lino Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 4 CS-WSP 1.13 2.98 0.85 3.47 3.47 15.24 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height Bl 9' CS-WSP 5'4" 51011 5.33 6"/12" B2 9' CS-WSP 0' 3" 5' 0" 0 67y12" 133 9' CS-WSP 7' 7" 5101, 7.58 6"/12" B4 9' CS-WSP 2'4" 4' 0" 2.33 6"/12" APA Wall Bracing Calculator v2.6.0 RESIDENTIAL PLAN; PLAN REVIEW Owner Ridgeland Custom Homes Address 108 N Washington Ave NE. -T - Building Type Single X TDuplex Townhouse Type of Work Existing New X Reviewed By KO Date 9/21/2020 Design Criteria 301.1 Engineered jX I,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 302.5.1 Garage Openings: 20-minute door w/closer Yes No 302.6 Garage Separation Yes h INo Footings and Stem Walls 401.4.1 Soils:Geotech or Prescriptive 403.1 Footings: (1)#4's continuous Yes � No T403.1 Footing Size Yes ✓ _ No 403.1.2 Continuous Footings(D2) Yes No 403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook Yes d," No 403.1.3.1 Stem Wall: (1) #4's horizontal Yes No 403.1.6.1 Foundation anchors: 1/2 inch @ 6' YeYes �I No 403.1.7.1 jClearances from Slopes IYes No 404 Foundation Walls(see Tables) Yes No .1.3.3.7.3 Wall Openings:Verts within 12" ea. Side Yes No 405.1 Foundation Drainage oCe-xcQptio—n �> Yes No 406.1 Damproofing(basement)_ Yes No 407 Columns:4 X 4 and R317 Yes_ No 408.2 Crawl Vents 1:150 and 3' of corners Yes `'� No 408.3 Unvented Crawl Space Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 IYes No I Architectural 303 Light/Ventilation: 8%and 4% IYes I No 303.4 Whole House Fan Yes No 303.3 Bathrooms: 3%or 50cfm Yes V" No 303.7 Stairway Illumination Yes No �T 304.1 Habitable Rooms: 70sf min. Yes No 305.1 Ceiling Height: 7 feet min. Yes No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations I Yes No , Life Safety 310.2.1 Emergency Rescue Windows: 5sf/5.7sf 'Yes !/ 'No 310.2.2 Window Sill Height: Max. 44" 310.2.3 Window Wells Yes No �J 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 INo 311.7.2 Headroom 6'-8" min.I Yes No 311.7.5.1 Stairs: 7 3/4" Max/10" Min. iYes -*" i No 311.7.8 Handrail Profile I Yes No 311.7.8 Handrails-4 plus risers Yes .-- No �~ 311.8 Ramps I I Yes No 312.1.1 Guards- 31 plus inches (Yes No 312.1.2 Guard Height-36-inches min. Yes No 314 Smoke Detection I Yes No 314.3-#4 SD: 3' outside of Bathroom Yes " No 315 CO Detection _ Yes � i No 316 Foam Plastic Yes No F--� 320&321 iAdult Home/Day Cares Yes iNo Floor Systems 502.3 (Allowable Joist Spans or TJI's Yes No 1 502.10 Headers/Openings I Yes No 502.11 Trusses or Rafter/Joistl Yes No 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood Yes No 506 ,Concrete Floors: 3.5 inches min. Yes No 507.2.1 Deck Ledger Connection Yes INo —� 507.2.3(1) Deck Lateral Load Connection or Engineered Yes 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 .4-' No 602.10 Wall Bracing: Engineered or rescriptive IYes No 602.10.4.1 AlLernale Brdced Wall Pdriel Yes No 602.10.11 'Cripple Wall Bracing Yes INo 602.11.2 Stepped Foundations Yes No ✓' 607 Glass Unit Masonry Yes jNo 609 Exterior Windows/Doors Yes �/' No 702 Veneer Yes No } 9--� 702.1 Interior Wall Covering Yes i No 703 Exterior Wall Coverings (WAC) Yes No 703.8 ;Stone/Masonry Veneer Yes No Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes INo Odle— 802.3 Ridge Beams:<3:12 Ditch Yes �No 802.4 Ceiling Joist Span:`russ or Platform Yes t� No 802.5 Rafter Spans:Trust or Platform Yes 'No 802.11 Roof Tie-Downs(48" o.c.) Yes No 803 Roof Sheathing Yes No 806.2 Roof Ventilation: 1/150 high and low Yes No 807.1 IAttic Access: 22" X 30"I Yes No 905.2.7 Underlayment Yes No Mechanical Systems Chapter 10 1Chimney and Fireplaces Yes I 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 No 1307.2 Anchorgae of Appliances Yes !i' No 1307.3 Elevation of Ignition Source Yes i/' No 1307.3.1 Protection from Impact Yes !/' No Chapter 14 Specific Appliances I Yes — No �- 1401.3 Equipment Sizing:WSEC Yes No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes No 1502.4.5 Length Identification _ Yes No Chapter 18 Chimneys and Vents Yes No Chapter 24 Fuel Gas and Piping j Yes No Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------ -------�� I 1 I -- --- --------------- YARD DRAIN DON PLAN VIEW SOLID PIPE OR R T D SECTIONELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN ' 4" TEE o.00.�. . . . . 2' MIN WASHED ROCK 1 MIN PLUG WITH 1/2" 1' MIN 3/4"-1- 1/2"-- 1' MIN CENTERED HOLE ` FINE MESH YARD DRAIN OR CB SCREEN SUMP W/SOLID LID 3' MIN MAX 100' 10' MIN A HIGH GROUNDWATER TABLE SECTION VIEW "301 Yam , NOTES: - GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING r PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A-A SLOPES GREATER THAN 25 PERCENT. COPY 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION OFFICE TRENCHES. 404- i; AvaxovEo er ouve DTsPARTMEIVI of PUBLIC 1/ORKS STANDARD DETAIL �TE 07/31/— STANDARD DETAIL NUMBER STAN SPEC RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 TRENCH ♦ 1 � CA c r rn 70 rTI r D c N O 3 ^ � pd I LI I ram' w 1 E rn , Aw Z lT1J 1 Qhti�c�o NAl -, rn i L) CI 7700 O ^ N A .. r A U) z O IJI O 0 N 0 G% � -A rn � O A < D n D rn rn ° rn � _ m 5-; A 0 �� N Q N� CP O� �. -1 11 rn A_ O -n O O CP -1 0 O -A� -I i � _ � � CGEORGE D. DEASY AIBD Beamchek v201011censed to: GEORGED. VEA0Y'AlOL7 Reg #810-12 WE5TMONT 24 2 nd FLOOR WINDOW HDR 2 Date: "I/09/20 ,election I bx 5 DP-L #2 Lu = 0.0 Ft conditions ND5 2015 Min Bearing Area R1= 1.5 in R2= 1.0 inZ(1.5) OL DefI= <0.01 In. Data Beam Span 4.0 ft Reaction 1 LL '100 # Reaction 2 LL -700 # Beam YVt per ft 10.02 # Reaction 1 TL 1140 # Reaction 2 TL 1140 # Bm kNt Included 40 # Maximum V 1140 # I Max Moment 1140'# Max V (Reduced) -754 # TL Max DefI L /240 TL Actual DefIL / >1000 LL Max DefI L / 360 LL Actual DefIL / >1000 Attrkwtes Section (in3) Shear (inZ) TL Defl (in) LL DefI Actual 51.56 41.25 0.02 <0.01 Critical 18.24 6.92 0.20 0.13 Status OK OK OK OK Ratio 35% 17% 8% 6% Fb ( sl) Fv (psi) E (psi x mil) Fc I( si) values Reference Values "150 1-70 1.3 625 Adjusted Values -150 1-10 1.3 _ 625 Adjustments OF Size Factor 1.000 Od Duration 1.00 1.00 Or Repetitive 1.00 Oh Shear Stress N/A Om Wet Use 1.00 1.00 1.00 1.00 OI 5tabi I ity 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL:350 Uniform TL:560 = A Uniform Load A Z, R1 = 1140 R2 = 1140 SPAN = 4 FT Uniform and partial uniform loads are Ibs per lineal ft. Received JUL 2 0 2020 t 3'3'a0 OFFICE COPY 4 GEORCGE D. DE45Y A15D BeamChek v2018licensed to: GEORGED. L7EA5YA/BD Reg #010-12 1NESTMONT 24 list FLOOR WINDOW HDR 1 Date: 7/09/20 Selection I bx 10 DF-L #2 Lu = 0.0 Ft Conditions ND5 2015 Min Bearing Area R1= 6.3 in2R2= 6.3 in2(1.5) DL Defl= 0.04 in L217ta Beam Span 6.0 ft Reaction 1 LL 2493 # Reaction 2 LL 2493 # Beam Wt per ft 12.E# Reaction 1 TL 3938 # Reaction 2 TL 3938 # Bm Wt Included "16# Maximum V 3938 # Max Moment 590"I'# Max V (Reduced)2899 # TL Max DefI L /240 TL Actual DefI L /-I90 LL Max DefI L / 360 LL Actual DefIL / >1000 Attrlbutes Section (W) Shear (W) TL DefI (in) LL DefI Actual 8213 52.25 0.09 0.05 Critical 81.01 25.58 0.30 0.20 Status OK OK OK OK Ratio 98% 49% 30% 24% Fb (psi) Fv (psi) E (qsi x mil) Fc _(psi values Reference Values 8'75 1'70 1.3 625 Adjusted Values 8'15 1-70 1.3 625 Adjustments GF 5ize Factor 1.000 Gd Duration 1.00 1.00 Gr Repetitive 1.00 Gh 5hear Stress N/A Gm Wet Use 1.00 1.00 1.00 1.00 GI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft LoaD4 Uniform LL:480 Uniform TL:660 = A Par Unif LL Par Unif TL 5tart End 1 H = 80 0 6.0 350 1 = 560 0 6.0 I J H Uniform Load A R1 = 3938 R2 = 3938 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. j Some L&I regional offices are now open on a limited basis by appointment only,for services that cannot be provided over the phone or online. Masks are required for in-person appointments. Call the office near you (htt Alni wa gov ag_c L,' 1 for assistance,or call 360-902-5800 from 8 a.m.to 5 p.m. weekdays (except state holidays). WasNnT^n Sule oryunmmlol Labor&Industries(https:YInima.gov). RIDGELAND CUSTOM HOMES LLC Owner or tradesperson PO BOX 130 Principals ARLINGTON,WA 98223 WRIGLESWORTH,DENNIS 425-343-4562 RAY,PARTNER/MEMBER SNOHOMISH County ■ WRIGLESWORTH,DAWN BALINDA,PARTNER/MEMBER Doing business as RIDGELAND CUSTOM HOMES LLC WA UBI No. Business type 603 548 242 Limited Liability Company Governing persons DAWN B WRIGLESWORTH DENNIS R WRIGLESWORTH; 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 RIDGECH851QC Effective—expiration 11/03/2015—04/12/2022 Bond American Contractors Indem CO $12,000.00 Bond account no. 100289478 Received by L&I Effective date 11/03/2015 10/26/2015 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no BKS57224873 Received by L&I Effective date 10/24/2019 01/22/2018 Expiration date 01/22/2021 Insurance history Savings No savings accounts during the previous 6 ye riod. 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. Certifications &Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. 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. 037,468-03 Doing business as RIDGELAND HOMES Estimated workers reported Pending current quarter filing L&I account contact TO/KRISTI LINN(360)902-4620-Email:LINB235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July,7,2019 Needs to complete training. 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& Health Check for any past safety and health violations found on jobsites this business was responsible for. No inspections during the previous 6 year period. Y RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development �'PLr,V0,�0 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. I � , Project Address: Ld� 14 J�CI�U S i1�P 30C.k to Plat:G Fe7oeDs f.rsr 4co HRc.;►,q TO nj 0 A � AU-i t,6-rna too- T;�J-to Single-family ❑ Duplex ❑ Townhouse ❑ Addition Ij Accessory structure Proposed Area: 11 Floor: 2"d Floor: _aq Garage: ,1� Total SF-, 5q5- T_NCLtAo Vj GAr. Describe Proposal (include cross street): NlrL 0 S;&/U tP f F1 rn ' 1.e k-bmc IDC A Piq o nl 4,A/ 5,Lj?uc, 6 c Twa ei r sT R)J0 15,7-re Valuation�a' Ilp, 500. cc, CNo► ;NLLuej u r ,erri,i tere />7,i FCzj Owner: /21 0 tn,: LAB (li_4,Tinm lial dbly LLC- Address: ? City: 14L; State: l4 Zip Code: 97 _ Phone: Email: t 1 o r-rhV;e Li /o17 LD U 5✓� n cM Applicant: i D T13ro 4M t L L Address: 0. bwc 13D City: Ail' State: Zip Code: 'f 82L q Phone: Al2S- ,�L43- 44_�7_ Email: nnjyhjj;e )IL917 OR USA—CO! Contractor: i 0(.) L,Q,U,� / 5 TO"Ll 1 GC_ Address: ZoX /?O City: State:U/9. ZipCode:98� Phon 5- 54e 2_ Email narlhilieLd 101 L" Contact Person:DENAAS WiRiQbSup(Th License Number: ?1D(,C-NBSIOCExpiration: y /Z ZOZZ Vn U'l Rr� Rp;,Z020 1U- UAlvc ovw 1PNe Cal' p22•a, 241, DOI•001- Received a: 'JUL 2 0 2020 6/16LP G��2'i ����"2� 1 J Page 1 of 3 RESIDENTIAL PERMIT APPLICATION ® ' Department of Community& Economic Development L jj 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) I� Bath/Shower Combo (4.0) x a l Sink(1.5) x J Shower(2.0) x Lavatory(1.0) x Ll Clothes Washer(4.0) x Water Closet (2.5) x Dishwasher(1.5) x / [ Water Heater x r l Hose Bibb (2.5) x Water Heater Model# l✓f E2/OS Onl Dci-mAA.)o'�7,9juhass I Other(list) x N g E J I A/ Gso Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: A935 Proposed Piping Material: Proposed DWV Size: All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 :e,. .1 1 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: ram, AmaRicAAj S-Fapjonr0 4C1 Furnace(8"(q-5t) Model# 5 9Y )-')O 4 0 AFUE 9 ❑ Heat Pump Model# SEER HSPE ❑ AC Unit Model# SEER Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping rr❑ Boiler ❑ Solid-Fuel Appliance Q PV System Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: Pipe Material: A o Pipe Size: y1n _Total BTU's of all Appliances: CY- v Distance from Meter to Furthest Appliance: /S 10 • 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: _ 6/16LP Page 3 of 3 t Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Reauirements of the 2015 Washinaton State Enerav Code(WSECI and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360) 956-2042 for assistance. Project Information Contact Information WESTMONT 2Q GEORGE D.DEA5Y AIBD 8146 SEPCIME ROAD BLAINE,WA.982.30 Heating System Type: 0 All Other Systems 0 Heat Pump To see detailed instructions for each section,place your cursor on the word'Instructions". Design Temperature Instructions Design Temperature Difference(AT) 47 (Marysville + I AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2,017 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) '81 17,649 Glazina and Doors U-Faotor X Area = UA Instructions _ u oau I 0.300 288 80.40 Skylights ights U-Faotor X Area = UA Instructions 0.50 Insulation Attlo U-Faotor X Area = UA a --�. i 0.026 1,333 34.66 Single Rafter or Joist Vaulted Ceilings U-Faotor X Area UA Instructions - No selection �Select R-Value � --- Above Grade Walls(see Figure 1) U-Faotor X Area UA Instructions — 0.056 2.132 119.39 1Rd1 Intwmedlate + Floors U-Faotor X Area UA Instructions — 0.025 1,333 33.33 R-38 + Below Grade Walls(see Figure 1) U-Faotor X Area UA Instructions — No selection C� Select R-value + -"- Slab Below Grade(sea Figure 1) F-Faotor X Length UA Instructions Se{ No selection 0 I-,conditi oning + --- Slab on Grade(see Figure 1) F-Factor X Length UA Received Instructions - - No selection Select RVplue +, � """ Location of Ducts JUL.. 2 ® 2020 Instructions Duot Leakage Coeffiaient - Unconditioned Space + F�1� 1.10 ✓✓✓rrr Sum of UA 267.78 Envelope Heat Load 12,585 Btu/Hour Figure 1. SumofUAXAT Air Leakage Heat Load 8,959 Btu/Hour volumeX 0.6XATX 010 ADova Grade Building Design Heat Load 21,544 Btu/Hour Air Leakage-Envelope Heat Loss Building and Duot Heat Load 23,698 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1 10 Ducts in conditioned space:Sum of Building Fleet Loss X 1 Maximum Heat Equipment Output 33,178 Btu/Hour OFFICE COPY Building and Duct Heat Loss 125 for Heamt PPumirpFumace (07101113) WESTMONT 24 GEORGE D.DEASY AIBD 8146 SEHOME ROAD BLAINE WA.98230 360-840-5141 Conditioned Floor Area 2,017 Component Performance,R occupancies Code Target Values Proposed Design Area UA Area UA Doors U= 0.300 38 11 38 11 Overhead Glazing U= 0.500 0 0 0 0 Vertical Glazing U= 0.300 230 69 230 64 FlatlVaulted Ceilings U=0.026 1,333 35 1,333 36 Wall(above grade) U= 0.056 2.132 119 2,132 122 Floors U= 0.029 1,333 39 1,333 33 Slab on Grade F=0.540 0 0 0 0 Below Grade Wall U=0.042 0 0 0 0 Below Grade Slab F= 0.570 0 0 0 0 Target UA Total 273 Proposed UA Total 267 Target Credits from Table 406.2 3.5 Proposed Credits from 3 5 Table 406.2 Qualifies,please check for complete Component Desripti( If the Proposed UA 5 the Target UA,and the Proposed Credits from Table 406.2 are z those required in Section R406.2,then the home meets the 2015 WSEC. Exterior Doors Plan Component Door Width Height ID _ Descrlption_ Ref U Qt. Feet inch Feet inch Area UA Insulated Steel,Wood Edge(ISteelWE) 10-6C 0.16 1 3 U 61 6 20 3 Wood slab in wood frame(WoodSWF) 10-6C 0.46 1 2 6 61 8 18 8 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.001 01 0 0 1 0.00 1 1 01 0 Sum of Area and UA 1 38 11 Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt, Feet Inch Feet Inch Area UA 0 0.00 0 0 0 0.00 0 0 0 0.00 01 0 0 0.00 0 0 0 0.00 01 0 Sum of Area and UA I 0 0 Coovriaht 2013.WSUEEP10-009(Version 11)Conied by nennission from Washinaton State Universitv Extension Enerav Prooram (see coovdaht restrictions) Vertioal Glazing Plan Component Glazing Width Height ID Deseription Ref_ U Qt. Feet inch Feet inch Area UA 2gl Vinyl,Low-e+argon Clear �' 10-613 0.28 3 3 ° 5 ° 45 13 2gl Vinyl,Low-e+argon Clear 10-613 0.28 1 2 6 4 0 10 3 2gl Vinyl,Low-e+argon Clear 10-613 0.28 2 6 ° 5 ° 60 17 2gl Vinyl,Low-e+argon Clear 10-613 0.28 2 4 n 4 0 32 9 2gl Vinyl,Low-e+argon Clear 10-613 0.28 1 1 ° 5 U 5 1 2gl Vinyl,Low-e+argon Clear 1 10-613 0.28 3 2 0 3 01 18 5 2gl Vinyl,Low-e+argon Clear 10-6B 028 2 3 r' 3 e 21 6 2gl Vinyl,Low-e+argon Clear '! 10-613 0.28 1 4 x' 3 6 14 4 2gl Vinyl,Low-e+argon Clear 10-613 028 1 5 ° 5 ° 25 7 ,w 0 000 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 _ 0 0.00 0 0 0 0.00 0 0 o 0.00 0 0 0 0.00 0 0 0 0.00 0 0 _ •' 0 0.001 0 0 • o 0.00 0 0 0 0.00 0 0 • 0 0.00 0 0 0 0.00 0 0 �! 0 0.00 0 0 0 0.00 0 0 _ o 0.00 0 0 0 0.00 0 0 0 0.00 0 0 o 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 a o 0 0.00 0 0 0 0.001 0 0 • 0 0.00 0 0 w 0 000 0 0 0 000 0 0 _ 0 0.00 a o 0 000 0 0 0 0.00 a o o 0.00 a 0 0 0.00 a o 0 0.00 a 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 o a 0 0.00 0 a Sum of Area andUA 23014Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension EnQw?jRQ Rgjswq.fn th q4 wswaions) �,L6 80 Flat/Vaulted Ceilings Plan Component Attic ID Description Ref. U Area UA R49 blown Attic STD baffled 10-7 0.027 1,3331 36 0 0.000 0 0 0.000 0 0 0.000 0 Sum of Area and UA 1 1,333 36 Walls(Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21 cavity+RO foam STD 2X6W Lap 10-5 0.057 2,1321 122 i 0 0.000 0 0 0.000 0 0 0.000 0 Sum of Area and UA 1 2,132 122 Floor(over orawl or exterior) Plan Component Floor ID Description Ref. U Area UA R38 vented Joist 16oc 10-3 0.025 1,3331 33 0 0.000 0 0 0.000 0 0 0.000 0 Sum of Area and UA 1 1,333 33 Slab on Grade(less than 2 feet below grade) Plan Component Slab Slab ID Description Ref F Lonath UA 0 0.000 0 0 0.000 0 0 0.000 0 0 0.000 0 Sum of Area and UA 0 0 Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref, U Area UA F Length UA 0 0.000 0.0 0.000 0 0 0.000 0.0 0.000 0 0 0.000 0.0 0.000 0 0 0.000 0.0 0.000 0 Sum of Area,Length and UAI 01 0.0 1 01 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program (see copyright restrictions) Table R406.2 Summary Opt. Description Credit(s) 1a Efficient Building Envelope 1a 0.5 0 05 lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d 1 Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 O 1,0 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1 0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 El 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 10 1.5 5d Efficient Water heating 5d 05 ❑ 6 Renewable Electric Energy 0.5 kWh ❑ Total Credits 3.5 "Please refer to Table R406.2 for complete option descriptions Copyright 2013.WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program (see copyright restrictions) N fl NOTES: 1.CAULK WEATHER STRIP ALL JOINTS AND PENETRATION TO HEATING SPACES. 2.ALL GLAZING TO COMPLY WITH WSEC.2015. 3.ATTIC VENTILATION: THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 Z OF THE AREA OF THE SPACE VENTILATED,EXCEPT XaLcTHAT REDUCTION OF THE TOTAL AREA TO 1/300 IS 'I �' Imo' \ N N PERMITTED PROVIDED THAT AT LEAST 50 PERCENT �Ic�Er �d I�eE ``�' AND NOT MORE THAN 80 PERCENT OF THE REQUIRED I I e��'(�f'11S`� � S b I2 W VENTILATING AREA IS PROVIDED BY VENTILATORS ,I Of LOCATED IN THE UPPER PORTIONS OF THE SPACE TO Np 1 ro5-'� l.-no b 1 *r I� II I II BE VENTILATED AT LEAST V ABOVE EAVE OR F5 IJ>'O CORNICE VENTS WITH THE BALANCE OF THE ������� 5/4x8 WHITEWOOD L REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.WHERE EAVE OR CORNICE VENTS p�Llp �o g� SAFETY&LASS } ARE INSTALLED,INSULATION SHALL NOT BLOCK THE 8"HARDIE SIDING FREE FLOW OF AIR.A MINIMUM OF A 1 INCH SPACE 'lPls rb.Ll- I AI Lcn � SHALL BE PROVIDED BETWEEN THE INSULATION AND ROOF SHEATHING AND AT THE LOCATION OF THE FLASHING VENT.SEC.R806.2,R806.3 4.BUILDINGS SHALL HAVE APPROVED ADDRESS - PAWO LAM COMP SHIN6LE5 Dig NUMBERS,BUILDING NUMBERS OR APPROVEDBUILDING IDENTIFICATION PLACED IN A POSITION PLAINLY LEGIBLE AND VISIBLE FROM THE STREETMETAL GUTTERSr OR ROAD FRONTING THE PROPERTY.SEC R319.1 5.SECTION 401.3 CERTIFICATE BE POSTED WITHIN 3'OF ELECTRICAL PANEL,COMPLETED BY THE DESIGNPROFESSIONAL AND INCLUDE THE FOLLOWING. 7;� R-VALUES FOR CEILING,WALLS AND FLOOR,U FACTOR FOR WINDOWS,THE TYPE AND EFFICIENCY OF THE STACKED 5TONEvHEATING/COOLING EQUIPMENT,DUCT LEAKAGE RATE � --- �FROM THE BLOWER DOOR TESTING. Y -6.SECTION 402.4.1.1 WSEC REQUIRES THAT THE BUILDING 71GRADE o rrluJur I„Yb lr +n b'Ir'r;'v 1i�YbY 'r 1u'r lA�b u�4N:YbV ENVELOPE BE TESTED(BLOWER DOOR). TEST TO BE � + 6 Q m !4 CONDUCTED WITH BLOWER DOOR AT A PRESSURE OF +l Yy r IhYb Yr'v 11hYb Yr t 0.2 INCHES w.g. r mYbYr rludbtr �m 7.CORNERS OF EXTERIOR WALL WALLS SHALL BE FULLY INSULATED. F; 8.SECTION 403.1.1 PROVIDE(1)PROGRAMMABLE A T 1 ® { THERMOSTAT I Y I I� 9.SECTION 403.3.3 DUCTS SHALL BE LEAK TESTED IN SCALE: I/4"=I'-O" I N ACCORDANCE WITH WSU RS-33. Id a 10.75%OF ALL LUMINAIRES TO BE HIGH EFFICIENCY ENERGY CREDITS: GENERAL NOTES: k N la EFFICIENT BUILDING ENVELOPE la: OS CREDIT " M50RIPTIVE COMPLIANCE 15 BASED ON TABLE R402.1.1 W 1.ALL WORK IS TO COMPLY WITH 2O15 EDITION OF THE WITH THE FOLLOWIN& D_ MODIFICATIONS INTERNATIONAL RESIDENTIAL CODE ANY APPLICABLE STATE, W to : _ - - - i COUNTY,OR LOCAL REGULATIONS,2015 UPC AND 2015 IFGC. Q FLOOR R-5TICAL ENE5TRATION U:25 2.DESIGN LOADS: Q Q V _ _ BLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB ROOF 25(LIVE LOAD) SEISMIC DESIGN CATEGORY D7 BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB -� n OR 15(DEAD LOAD) � ~ � Q �~ O COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5% FLOOR 40(LIVE LOAD) N Q So H16H EFFICIENCY HVAG EQUIPMENT 5a 1.0 CREDIT 15(DEAD LOAD) fi &A5,PROPANE OR OIL FIRED FURNACE WITH MINIMUM AFUE OF 94%,OR BEDROOM FLOOR 30(LIVE LOAD) tu &A5,PROPANE OR OIL FIRED BOILER WITH MINIMUM ARE OF 12% 15(DEAD LOAD) i 43 5a EFFICIENT WATER HEATING 50 05 CREDIT DECK 50(LIVE LOAD) .! Z ALL 5HOINERi-EADS AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL 3,DESIGN LUMBER GRADES: _ BE RATED AT IA bPM OR LE55 POSTS: DOUGLAS FIR/LARCH#2 _ �.�'^'""'"' I ; 5c EFFICIENT WATER HEATING IS CREDIT SILLS,PLATES&BLOCKING:DOUGLAS FIRAARCH#3 OR BETTER 6 E�F49IJI P. WATER HEATINS SHALL BE&A5,PROPANE OR OIL WATER HEATER WITH A STUDS: DOUGLAS FIR/LARCH STUD ✓�'I�r MIN14JM EF OR OAI BRACEWALL SHEATHING:7/16"OSB SHEATHING .Y�lir���y��Ir7YD BRACEWALL SCHEDULE INCLUDED 4.CONCRETE: UNLESS OTHERWISE NOTED ON DESIGN CONCRETE STRENGTH: FOOTINGS AND STEM WALLS: 2500 PSI TA6"05B SHEATHING SLAB ON GRAD: 2500 PSI -- — 7 WEATHER RESISTANT BARRIER 5.FOUNDATION: I/2"G.W.B. 1.ASSUMED ALLOWABLE SOIL BEARING:1500 PSI a MORTAR SETTIN6 BED 2.FOOTINGS SHALL BEAR ON FIRM,NATIVE,UNDISTURBED v� STACKED STONE SOIL,A MINIMUM OF 12"BELOW ORIGINAL GRADE -- 0 s MORTAR JOINT O o 0 2"x STUD WALL -- bN INSULATION gx Z 2 CDETAIL PST STONE VSALL + + ,-� -�-+ I 5cALE: 1 1/2" = I'-0' + Y L i-. CITY OF ARLINGTON g _ ..,. .. .... BUILDING DEPABThdENT APP APPROVED DATE—�� ' BY . I I/4" 5-I/2" N NC CHANGES AUTHORIZED UNI.ESS APP ROVED BY THE 5/4"x5 1/2"CEDAR BUILDING INSPECTOR TRIM ry 5CALE: 1/4 -0" A L E A 7 1 O N OFFICE COPY A DATE: DULY 112020 C7r=7A I L A7 CORNERS SCALE: NOTED I 5GALE 5" = 1'-0" Received JOB NO. 0100120 JUL 202020 PRAWIN6 NO. REV 0 IL Z � o CONTINUOUS RIDGE VENTING o — _ w D D SAFETY 6LA55 Zc� - - b"TRIM AS SHOWN - 10, SIMPSON b"PO5T/GAP �a LLy�®� SO Qo - M bxb POST W y x wo i , um a g 2"x4"FRAMING 3/4"ACX PLYWD(PAINTED) g OLmm 1"x 2"TRIM z 6 m 2"x 4"TRIM s d 2"xb"FRAMING n tu N Z `v Q o 0 rt+ CULTURED STONE(LEDGESTONE) Q� T Z � 1/2"COX PLYWD. 111 J °� mg o tu Q T GRADE 2"x4"TREATED PLATES Q CONTINUOUS RIDGE VENTING ? to d a #4 BAR 12"FROM TOP ; 51MP50N P05T BASE 66 - - - - — — — CONCRETE -- - '' ill Illill, a � — -_ ,. ° 2-�4 BAR 3"FROM BOTTOM _ _ _ -- - - — N EL[- Dr I AIL A I COLVI�IIV�.7 SAFEN GLA55 2 SCALE: 3/4" = 1'-0" o 12 O U N o °o a LLT/J �a o SAFEN GLA55 SCALE: 1/4"=I'-O" I 5 I #— X A 7 I DATE: DULY 112020 A-2 SCALE: NOTED JOB NO. 010920 DIAAIN6 N0 R�✓. A- 2 NOTES: 2a'-0 9'-13/4' W-4 1/4' I. SHOWER FLOORS AND WALL5 ABOVE PERMITTED HANDRAIL HEIGHT.R 511.1.1 g BATHTUBS WITH SHOWER HEADS SHALL 15.SMOKE ALARMS SHALL RECEIVE THEIR 4'-4 1/4" 1, 5'-5 1/2• b'-II I/2" T-V 24'-0' BE FINISHED WITH A NONABSORBENT PRIMARY POWER FROM THE BUILDING L Z O SURFACE T SHALL EXTEND TO A WIRINb,VWEN POWER15INTERRUPTED SHALL 4'1' 16'-0" 4'-0' IS � HE16HT OF LESS THAN V ABOVE FLOOR. RECEIVE POWER FROM A BATTERY, R 314.4 2.5HOWER HEADS SHALL BE EQUIPPED WITH 16.CARBON MONOXIDE ALARMS FOR NEW FLOW CONTROL DEVICES TO A MAX OF 3 CONSTRUCTION SHALL BE INSTALLED I WW2"*2 D/F BEAM CONT'D I W 6PM PER SHOWER HEAD. OUTSIDE OF EACH SLEEPING AREA IN THE I�yv�—nyaJ a TUB AND S.SAFETY GLASS 15 REQUIRED AT SHOWER VICINITY OF THE BEDROOMS.IN DINELLIN65 SHOWER I I 0' DOORS IN ACCORDANCE WITH 5EG THAT HAVE ATTACHED GARAGES AND/OR -u4i I R306A RSOO.4.5 FUEL FIRED APPLIANCES.R 315.1 I I 4.SOLID FUEL STOVES SHALL BE INSTALLED IN ACCORDANCE WITH WABO WOOD STOVE 4 # I I o HANDBOOK. 0 8 Z= EVENT O I I 5.HOT WAT NK ER TA REQUIRED PAN WHERE a p ®0/5 O1 I I INSTALLED IN LOCATIONS WHERE cFM I 10 1 LEAKAGE OF TANK WILL CAUSE DAMAGE. p PAN SHALL BE DRAINED OUTSIDE NOT MASTER :� 1-------------- LESS THAN b"AND NOT MORE THAN 24" � BEDROOM v 1 b080 GARAGE DOOR ABOVE GROUND.SEC.P25015 CARPET b.DRYER TO BE SEPARATELY VENTED TO Oa 4 i, OUTSIDE.MAX LENGTH OF DUCT SHALL BE 25 FEET FROM THE CONNECTIONTO THE DUCT FROM THE DRYER TTO THE OUTLET z TERMINAL.MAX LENGTH REDUCED PER TABLE M 1502.4.4.1 SEC.M 1502.4.4.1 N ®` o 1.ATTIC ACCESS TO BE READILY r CARPET 4'-1 1/4' 312" V-1 1/2' 2-GAR 6ARAISE ACCESSIBLE. MINIMUM 51ZE 22"x3O"WITH 9LAe N 30"UNOBSTRUCTED HEADROOM,EEC R801.1 �eq Am NOTE: 6.FURNACE INSTALLED IN GARAGE APPLY ,�. ., ALL CEILINGS TO HAVE G.W.B.AND FIRETAPE ABOVE AND BEHIND 5/b"TYPE X G.W.B.AND S WATB2 TANK °I FURNACE PRIOR TO INSTALLATION. Y pESIc TUB AND a WALLS TO HAVE 1/2"G.W.B. TOP AND BOTTOM R.APPLIANCES INSTALLED IN GARAGE SHALL b S BE ELEVATED SUCH THAT THE SOURCE OF TAPED AND F «NOT�� IGNITION 15 NOT LEW THAN 16"ABOVE THE O — K.EoZ.S.P20 MIiJ DoOtZ m'3 FLOOR IN GARAGES.IRG M 1301.3 O 10 F 10.HANDRAIL HEIGHT MEASURED VERTICALLY •y, 6'-e" - P� rIEA I' $ o Q o�z FROM TREAD NOSING OR FINISH SURFACE - -'�';BUJ 14 OF RAMP SLOPE SHALL NOT BE LESS THAN '' a A Mmy Y a w 54"AND NOT MORE THAN 38".R 311.1.1.1 ° � = O6 H v a o a II.ENCLOSED SPADES UNDER STAIRS APPLY A2T�O ®0/ _ GAS LOS FIREPLACE 05 veiiT\\��c4//g 7 U 1/2"G.W.B.TO ALL WALLS AND LID. BEDROOM 2 12.HANDRAILS WITH A CIRCULAR GR055 'p 4 CARPET ACCESS INSTALL TO MANE SPEC. o s = N SECTION SHALL HAVE AN OUTSIDE o ® O4 60"1 DIAMETER OF AT LEAST 1 1/4"AND NOT SMOKE GREATER THAN 2 INCHES.IF NOT CIRCULAR 4 m OIIOV AND s 4 4 `m P' IT SHALL HAVE A PERIMETER OF AT LEAST °- ALARMATIERY D n (D10e 6 4"AND NOT GREATER THAN 6 1/4'WITH A Q Q MAX GR055 SECTION OF 2 I/4".R 511.1.1.3 14 15.MINIMUM TREAD DEPTH 15 10".MAX.R15ER (1) c AN HEIGHT 15 1 5/4".R 511.1.4.1 6 R 511.1.4.2 © .� 14.STAIRWAY5 SHALL NOT BE LESS THAN 56" D ®0/5 IN CLEAR WIDTH AT ALL POINTS ABOVE THE O Y 15 60 OFM # © ry O ap UTILI - 1Z ALARM LINO O :o X LLJ1 �u tu W Z F- 9'-2' Q Q m V�I 1�1170V� SGH�i7UL.� - I° �oBEDRooM B �°� b Y caRPEr rZl l Y 1LL�h Atle�m� a Ac U 1 Q ~ MARK I Tsl {-IEIGI-fT TYPE NOTES � 610 ���N&D ry RB. �� � cz Q W D H ✓� M ° o V-O" 51-O" 5LDR. -- 5 ? Q UJ d �a 2 b'-O" 5'-0" SLOP. — __ ; 3 3'-0" s'-o° s/H -- ry 6 DN OR GREAT ROOM 4 1'-O" 5'-O" PIG SAFETY 6LA55 CARPET ; 36'HISH y x 02 C b 4'-O" 3'-b" SLDR. -- 1 P m 2 0 SMOKEZO UP 1 °(SEE NO 1 2'-0" 3'-0" 5/H -- SMO�ov AND :xo A O lov AND 3'-O" SM -- BATTERY ALARM ERY 9 4'-O" 4'- " 5LDR. -- ALARM 10 4'-0" 4'-0" 5LDR. - � - u 5/4 -- = BEDROOM 4 o 12 3'-O" 5'-O" 5/H -- ,1/21, 6"r"#2 13 2'-b" 4'-0" PIG SAFETY GLASS D/F HDR � 44 2'-0" 3'-0" 5/H SAFETY&LA55 6"xa"#2 - 15 1 5'-0" 4'-0" 5LDR. -- 6'x5"#2 D/F HDR b"xa"#2 OI O s D/F HDR SAFETY '4 D/F HDR 3 5LA55 " SAFETY I 12 3^ S 4 1700R SGHEI7ULE 3'-6' 6'-10' 9'-I I/4" 9'-8 3/4' � DOOR SIZE FIRE MARK 6LAZIN6 SILL ATIN STYLE _ BEAM = rTl WD FHr- THK LABEL 24'-0' 6x1s�roF W I 9'-0' b'-b" 3/b" — STANDARD T I/" " 10'-2' 2 2-1" 61-8" 13/5" — STANDARD 4 2'-4" 6-b" 1 3 " — POCKET-51NGLE 5 4'-0" 6'-6" 1 1/4' BIFOLD-DOUBLE 6 2'-b" 6'-6" 15/ STANDARD 6-6" O O 1 2'-6" -b" 13/6' POCKET-SINGLE a b 2'-4' 61e" 15/6' STANDARD J� I � I\ill r _ I O O R 2'-4' 6'-b' 19/6' STANDARD /ii` I it 10 5'-0" V-6" 1 1/4" BIFOLD-DOUBLE II 2'-4' 6W 15/6' STANDARD 12 2'-b" 6'-6" 1 B/6" HINGED-SINGLE 13 2'-6" 6'-b" 1 SAY HINGED-SINGLE 14 2'-4" b'-B" I9/b" — STANDARD 1 SCALE: /4"='-O" I 1� O ® �e I 15 4` 1/2' 6'-6" 1 1/4" BIFOLD-DOUBLE 16 2'-6• 6'-8" 1 3/6" STANDARD DATE: DULY 9 2020 11 5'-0" 6'-b" 11/a BIFOLD-DOUBLE 738 SQUARE FEET let LIVING AREA 16 16'-0" e'-0' 1 1/4' SEcnoNu A-3 12701 SQUARE FEET 2nd FLOOR AREA 5GALE: NOTED 52a SQUARE FEET GARAGE AREA 144 SQUARE FEET FRONT PORCH AREA JOB NO. 010920 �RA� N5 NO. REV. A- 3 0 ROOF TRU55 TO HAVE 24"MIN HURRICANE ANCHORSANCHORS TO TO TOP PLATE 2"x TOP PLATE K Z �j0 4"xl2"NET HEADER MIN. a N 24'-0' — NAIL SHEATHING TO HDR A/W COMMON®3"O.C.E.W. FASTEN TOP PLATE TO HEADER w/2 ROWS HEADER STRAF M5TA50ul OF I&V SINKERS NAILS AT 3"o.c.TYP' (3)-2"x 5TUD5,SHEATHING NAILED FOR PANEL SPLICE(IF NEEDED),PANEL TO STUD®3"O.C.STA66ERED E06E5 SHALL BE BLOCKED,AND OCCUR a WITHIN 24"OF MI0HEI6HT. ONE ROW OF - — — — — — — - APA RATED SHEATHING, 3/8"MIN. TYP SHEATHING TO FRAMING NAILIN6 REO'D 2THD14 S2 2I f P.I.2-1/0 EXP.I NAILED bd®3"O.C• IF 2X4 BLOCKING 15 USED,THE 2X4 MUST BE ALL PLATES,HEADERS 8 STUDS. NAILED TOGETHER W/3 I&D SINKERS MIN.Vx4"5TUD5 2"x 5OLID BLOCKING REO'D®SHEATH.JOINTS MIN.5/5"(1)A.B.MIN.EMBED.7" HOLDOWN WOOD/GONG.MIN.CAPACITY 51MP5ON STHD 14 s > 4200 LB 5TH014 STRAP z (3)-2"x PLATES NAIL SHEATHING ® 211 TO EA.PLATE 3"x3"A/4"WASHER SIMPSON BP ry r ¢ 3 N 9 N d ti NOTE: I. FOR USE IN END WALLS AS SHOWN. I vs 6 0 6 PROVIDE HOLDOWNS,BOLTS AND N PKYWOOD NAILING AS SHOWN. §g 2. ANCHOR BOLTS MUST BE FULL 5/6" g DIAMETER WITH GUT THREADS. >�a N� A �_ o, . NOiE: FRONT ELEVATION SEGTI ON A-A 6 FOR FORK am cur � W 0, BLOCK KT fJ 2 24 INCH LATERAL RESTRAINT PANEL NCTES: _ — _" - _ G ACCESS12rt7 W a I. WOOD 51LL PLATES SHALL BE ANCHORED TO STORM SEWER OR OTHER APPROVED POINT OF 4 sff��' ol�oG ppLllaG cV FOUNDATION WITH BOLTS SPACED AT A MAX OF COLLECTION THAT DOES NOT CREATE A HAZARD. b'o.c.BOLTS SHALL BE AT LEAST 1/2"DIAMETER R401.3 - Q AND SHALL EXTEND A MINIMUM OF 7"INTO 9. HOT WATER MUST MEET THE REQUIREMENT OF ° ° -- --- ' — O }- }' W CONCRETE.A NUT AND WASHER SHALL BE ASHRAE 90A-80 AND BE 50 LABELED. TIGHTENED ON EACH ANCHOR BOLT.SEC R403.1.6 10. FOUNDATION WALLS ENCLOSING BASEMENTS —-.- ----- N s 2. SEE FRAMING DETAILS FOR STEEL REQUIREMENTS. BELOW FINISHED GRADE TO BE DAMP PROOF t 11n' N 3. FOUNDATIONS VENTILATION OPENINGS SHALL Be FROM TOP OF THE FOOTING TO THE FINISHED I v Q 4 Cl UN O GRADE.R4O6.1 NOT LE55 THAN 1/150 OF UNDER FLOOR AREA. NAILED — ® ---- — K ONE OPENING SHALL BE WITHIN 5'OF EACH PORTION — gym CORNER OF THE BUILDING.SEC R408.1 ° _-- _ ■(1 Q Z =F o U/ 4. THE FINISHED GRADE OF GRAINL SPACE MAY BE LEGATED AT THE BOTTOM OF FOOTINGS AT °°°° ry - .n < m O LEAST 18"AND A MINIMUM OF 12"UNDER BOTTOM OF 61RDER5. ,,11,, 5. ACCESS SHALL BE PROVIDED TO ALL UNDER s -. _ --- "Q to Q FLOOR SPACES.ACCESS THROUGH FLOOR SHALL FOUNDAIlO.N VENTILATION. BE A MINIMUM OF 18"x24".AGCE55E5 THROUGH A A PERIMETER WALL SHALL BE NOT LESS THAN --_— — REQ'D 738 SQ.FT. _ x CLEAR SPAN738/5O=4.92 x 44=708.48 i 2 -- - 7O419647SxIbr Kt:U' - - - b. A 6 MIL POLYETHYLENE FILM SHALL BE APPLIED MnxlanrNl =6 D— OVER THE THE BELOW GRADE PORTION OF THE — - EXTERIOR FOUNDATION WALLS PRIOR TO ..� — - BACKFILLIN6.JOINTS IN THE FILM SHALL BE \ = 2x4 FRAME LAPPED 6"AND SEALED WITH ADHESIVE.THE TOP ° ° m - YiALW 05113 cV EDGE SHALL BE BONDED TO SHEATHING TO FORM BW MIN '•• /I(z _ A SEAL.R4Ob.3.2 R7£AR I SIDE — - — 7. ALL WOOD IN CONTACT WITH THE GROUND, NTH - EMBEDDED IN CONCRETE IN DIRECT CONTACT •' corE — WITH THE GROUND OR EMBEDDED IN CONCRETEREBAI EXPOSED TO THE WEATHER THAT SUPPORTS FROM 12'L TH) PERMANENT STRUCTURES SHALL BE APPROVED \ PRE55URE TREATED WOOD SUITABLE FOR GROUND _ _ _ '^ S _ - p $ CONTACT USE.R311.1.2 8. SURFACE DRAINAGE SHALL BE DIVERTED TO A 2 Dr=7A I L AT LSTHIDSR.J 0 Q SCALE: NTS 5 — — 12-0" — — 5'-2' 2'-51/2• '3' 5'-11/2• 1r_-1`,1 �F b'-10, 2 ° NOTE: H T 2 SEE 1/4 FOR ANCHOR BOLTS o — — — 15PACIN6 AND SIZE 10 a t S ` d° I. ANCHOR BOLT w\5'x3"x1/4"WASHERS 012'O4PYP) 2. 2•xb'P.T.SILL PLATE. DATE: JULY 9 2020 3. e'CONORETE STEM WALL 2" x 6" P.T. SILL I ® U N A 7 ® N F L A N SCALE: NOTED SCALE: 3/4"= I'-O" SCALE: I/4"=I'-O" JOB NO. 070 120 L4 0¢a ru i ti e v c. Rev. A- 4 V O R Z GENERAL WOOD FRAMING NOTES: I.Lumber shall be in accordance with"National Design Specification" 24'-0" > of the National Forest Poducts Association. Unless otherwise 2a'o w noted the maximum moisture content shall be less than 19%. The species and grade of lumber shall be as follows: Mud 51115 Hem-Fir No.2 treated n Interior Framing: iUB AND Floor and Roof Joists D.Fir No.2 I Wall framing D.Fir No.2 4"x Headers and Beams D.FIr No.2 b"x Headers and Beams D.Fir No.I I I- Exterior Framing: I I o s >a 4"x Headers and Beams Hem Fir No.2 treated b"x He and Beams Hem Fir No.I treated --------------------- LL o 0 �z All other framing not noted D.Fir No.2 F z 2.Nailing shall be In accordance with UBG Table No.25-1-0,except d as noted on plan. All nails shall be common wire nails unless noted otherwise. d 5.Gut washers shall be provided for all bolt heads and nuts bearing on wood. 4.Interior gypsum wall board shall be attached as follows except as noted 2 on plan for shear walls. 2nd Floor: c 1/2 6M-5d cooler nails at T'o.c. BI.OGYJ Ii15 BEE---------------- 5/8 6M-6d cooler nails at'I"o.c. 5/A-b ELOOKIN&5EE 5/A-b T ¢ Q z st Floor: KU /2 61,6-5d cooler nails at 4"o.c. °• vo em 5/8 6W6-bd cooler nails at 4"o.c. 5.Shear walls shall be nailed according to the following shear wall schedule. E,7- C) CUM Mailing schedule refres to edge nailing on the perimeter of the plywood or 055.Panel shall either be blocked or oriented vertically in order that all edges are ,2 supported and nalled. Nailing at the Interior(field)of each sheet shall be l2"o.0.minimum. b.blue Lam beams spanningq more than one opening in the length of the beamcA or with cantilevered ends mall be 24F-v8 unless specificallt noted otherwise on the plan. r Other blue Lam Beams shall be DF 24F-V4 unless noted otherwise. 1.Timber members specified as"treated"shall be pressure treated according to the Z d�m following schedule: A - P d 3 - -- - - Use: Standard: Minimum Net Retention: 7 - - Q Q Q p `�p Above ground: AWPA 02 AGZA or GGA to 25 IbJr.f.retention - Ground contact: AWPA 02 AGZA or GGA to.40 Iblc.f.retention - - - - l lG G 55 V 5'-II 3/ Z -W Marine exp.: AW A 02 E 018 AGZA or CGA to.60 Ib✓c.f.retention11��t7 ZZtiZf 30s Hl�• N �(� > iNs sEE si U 1 Q � Q z� o — ---- � g to LO O 1N6 5ff 5/A-6 51MP50N H-1 AT EACH iR,% cV a m 241DE5 m o m � o a $ a - o p IT-4' DETAIL AT HOLnOWN H-1 ° � p 5 ° SCALE: NT5 m g a SCALE: I/4"=I'-0" 21 F A�4 IN S� F L A N SCALE: 1/4"=I'-0" ®® I I I ! A-5 DATE: JULY q 2020 r•l�J SCALE: NOTED JOB NO. 01MO )RAW'.NC NO. R' A• 5 0 CONTINUOUS RIM JOIST PULL HEIGHT BLOCKIN6 CONTINUOUS ALONG LEN6TH OF BRACED WALL 0 `a Z � O n N 8d®b"o.c.ALONG 8d @ Wax.ALONG BRACED WALL PANEL BRACED WALL PANEL W w P a 0 u 6"HARDIE SIDING 1/16"055 5HEATHIN6 BRACED WALL PANEL E BRACED WALL PANEL I/2"G.W.B.FIRETAPED 2"xb"STUDS® I6"O.G. 2"x6"TREATED PLATE G o 3-I6d®Ib"o.c.ALONG 3-Ibd®I6"o.c.ALONG 4"CONCRETE SLAB BRACED WALL PANEL BRACED WALL PANEL 6 MIL V15MEEN a M lz FINISHED GRADE Li 4"MIN.PERF.PIPE COMPACTED 5AND/GRAVEL BAGKFILL SEE I/A-6 FOR STEEL LEN6TH5 CONTINUOU5 RIM J015T WLL HEIGHT BLOCKING CONTINUOUS ALONG W/PERVIO US LENGTH 1-#4 BARS HORZ. 3 OF BRACED WALL WHEN PERPENDICULAR TO PLOOR/CEILINO PRAMINO 15 5r o� Vol �a COMP SINGLES OVER 15#ROOFING FELT OVER I/2" BR?�GE1� WALL PANEL CONNECTION 1DET?�I L AT GARAGE FLOOR g CDX PLYWOOD OR EGUIV.COX AT EAVES ON ENGINEERED d STAMPED A-6 SCALE: 3/4" 1'-0" A-6 5GALE: 5/4"= I'-O" FACTORY-BUILT TRUSSES®24"o.c. g R-49 INSULATION BAFFLES AT EAVE5 FOR I"AIR SPACE SCREENED 8 VENTED 2x4 BIRD BLOCKING PROVIDE HURRICANE CLIPS AT PLATE Q Q EVERY TRUSS 2 SIDES CNN TRUSSES AT 24"o.c. O } } N m 4"CONT.EXT.ALUM 2"G.W.B.0 CEILING(TYP) 2"x SCREENED BLK6 7 6 GUTTER ON 5/4"xb" CEDAR FASCIA A 18" 4"x1O"#2 D/F HEADER ln W a OR AS NOTED I"xb" V-JOINT V Q Q p 51MP50N HI HANGER 5/4"746 055 SHEATHING ;� Q ? e AT EVERY TRU55 U, SIMP50N J015T HANGER 0 � ° SIMPSON BGb6 2"x4"FREIZE BOARD lu o ° Jrl-#4 R-38 INSULATION �/ m mWAV#2 D/F POST PAINTEDll.l aBARRIER TO WARM SIDE 24 7 #2 DOUG/FIR BEAM5/4"05B SUBFLOOR 2x1O#2 H/F J015T1/2"OVERLAY®LINO AREAS #2 D/F P05T®5'-O"o.c. zd NAILS®BASE P.T.PLATE CHOR BOLT®6'-O"o.c. Ib"FLOOR TRUSSESI6"o.c. AND 3"x3"xl/4"WASHERipORZ.(TYPICAL) ^' I/2"6WB ` V 2"x6"CEDAR GAP I x 2"x4"CEDAR RAIL 2"xb"®16'ox,FIR/HEM(I04 5/89 ~J O 2"x2"CEDAR®5 1/2"o.c. v2"6A.B. n 2 17ETAIL AT 6RA17E BEAM m — b"xb"#2 D/F P05T PAINTED O o f R-21 INSULATION — ° -EO SCALE: 5/4"= I'-0" U »N o l/Ib"OSB SHEATHING T ry o iF 6"HARDIE 51DIN6 5/4"x4"CEDAR DECKINGCED o a TYVECK BUILDING MAP FLASHIN6 R-38 INSULATION wNAPOR 2"x8"P.T.JOIST® IVO.C. R-36 INSULATION V 1 A BARRIER TO WARM SIDE SEE A-4 FOR LOCATION w �. E 3/4"055 5U5FLOOR T$6 3/4"TbG OSB SHEATHING w I/2"OVERLAY®LINO AREAS I FT b"xl0"#2 H/F BEAM P.T. o f z 6 0 ALL BEARIN6 POINTS 2x1 6xb POST BASE 1015T HANGER p BL 0 RIM JOIST 2"x8"P.T.FREIZE BOARD ° 2x10#2 H/F J015T Ib"o.c. GRADE 721#2 H/F JOIST Ib"o.c. : IN.GRADE 2"x6"TREATED PLATES -IIII=11 2"xb"TREATED PLATE X =IIII= 1/2"x 10"ANCHOR BOLTS ob'o.c =IIII 1/2"ANCHOR BOLT @6'-011o.c. 4-#4 BAR 6RID •^ f 1-#4 BAR IN THE UPPER 12"OF WALL WNUT AND 3"x3"xI/4"WASHER t #4 BAR 18"o c.HORZ.(TYPICAL) VISQUEEN GROUND BLACK b MIL #4 BAR HOOKED 48"o.c.(TYPICAL) 15., I� 24 Fij 11 144 BARS HORZ.(TYPICAL) DATE: JULY 4 2020 1,43 TYF I GAL FR,4M I NG DET?�I L 4 SECTION 17ETA I L AT FORGH OFT I5" SCALE: NOTED A-(0 SCALE: 3/4"= I'-O" SALE: I/2" _ ,�_o� 0 nETA I L AT FLOOR JOIST JOB N0. O"10920 DRAINING NO. R°V. A"(D 50ALE: 3/4"= I'-0" A- 6 GDX PLYWOOD SHEAR WALL INSTALLED YV LON& DIMENSION ACROSS 5TUD5.STAGGER VERTICAL 4 JOINTS 2 PANEL SHEATHING USED AS CORNER :: BRACING At LONG DIMENSION LEAVE I/4'GAP 0 PARALLEL TO STUDS EP&M f I/8'SAP SIMPSON ASS FLOOR 5HEATHIN& 0 ENDS UNLESS 0 48'O.G. Z S OTHERYU5E REG- 5 OMhSNDED BY 2 X TREADS MAWFAGTJRER _ 4 W KALL S/4'PLYWOOD RISERS T 9 PRAMIN& WITH(Z)Ibd RING- ' 5HANK NAILS 0 EACH k- 5 5 WOOD STAIR STRINGER cai I. RIDGE LINE. 5IDINS MATERIAL 2. PRE-ENGINEERED TRV5SE5 WITH I/2"5HEATHINS ON ONE a 51PE(6A5LE TR)55). 5. Z X 6 NAILER ATTACHED TO 2 X STRI &ABLE TRUSS. , 4. 1/16'SHEATHING. S. 2 X b BRACINS AS NEEDED. 6. ROOFING-SEE SPECIFICATIONS. T. SMOOTH MASONITE SIDING _ g m TO I UNDERSIDE 2 X 6 FRAM ° IOd NAILS O b'O.G.AT E06E5 NOTE: SEE FLOOR PLAN FOR RISER HEIGHT'1 5/4"MAX. /SEAMS AND IOd NAILS 0 12" AND TREAD WIDTH 10"MIN.LENGTH(TYPICAL). cQ O.G.IN FIELD U.N.O.ON SHEAR WALL SCHEDULE u &A51.E END FRAMING 6 TYF I CAL 5HEAR WALL s 5T,41 R DET I L N.T.s. o a Y uj0 EDGE NAIL SHEATHING TO HOIDDOVW CONTINUOUS DOUBLE 5ND5 EDGE NAIL SHEATHING TO HOLDDOYW CANTIW.'01 DOUBLE SNDS _ 0 m GHORDr AND TO TOP PLATES TOP PLATE 0 I6•o.c. CHORDS AND TO TOP RATES TOP PLATc 0 16"o.c. a F� U 5HEARWALL SHEARWALL "Y SOLID BLOCKIN& SOLID BLCCKINS 1 N' 5/4"PLYWOOD RISERS v AT ALL UNSUPPORTED AT ALL UNSUPPORTED WITH(2)16d RIN6-SHANK FLYYOOD EDGES 5ff FLOOR PLyylpOp ED6E5 Sff FLOOR NAILS AT EACH STAIR PER �LL PLAN FOR PER EARKALL PLAN FOR • STRINGER ^ Q HEADER SCHEMEHEADER u 51ZE5 SIZES • ii 2-2'x 2-2"x � PLATES RATES I >F I 71! 7 P.TD.F.SILL P.T.HF.51LL 2 X TREADS r O 2"xIZ"STRINGER ry 11 -tLlll[][Ti ANCHOR BOLTTMS ANG1 R BOALTTMS -- Z Q In PER RAN 2x10 RIM JOIST I'ER PLAN P a 0 I/2"xl0"J-BOLTS °t, n 1/2'x10"J-BOLTS 3-I6d NAILS ^ /� Q T2'oc.(iYP) SEE FOUNDATION PLAN FOR LOCATION 12'0.0.(TYP) SEE FLOOR PLAN FOR LOCATION SIMPSON H5S AT 52" ` F-1 4-1, SEE 5-1 FOR LOCATION SEE 5-I FOR LOCATION r AND SIZE OF ANCHOR AND SIZE OF ANCHOR 2"x4"16"OG.STWS O.G.,STUD TO STRINGER Z_ BOLTS BOLTS N07E5• NOTE5: U�11��1 Q `r I, MAINTAIN 3/8'MIN.EDGE I. MAINTAIN 3/6"MIN.EDGE DISTANCE FROM RYY✓D DISTANCE FROM L SHEATHING TO NAIL5. SHEATHING TO NAILSS.. A 13 2. Z.EDGE ILINS TO BE_I® 'qPILT�SPPL TO ALL uj TO ALL V � Z TYF I CAL TYF I GAL 2 57A I R 1DE7A I L a STUD ANn SHEAR ^ALL STUD AND SHEAR ^ALL �- 1 N.T.S. N.T.S. N I. IN PAINTED AREAS,USE A (2)2'x TOP PLATES 15 - JOINT TREATMENT SYSTEM AND SEALER FOR FINI5HIIN&GENENTITIOU5 BOARD TO OEMENTITIOU5 O V] 12 GEMENTITIOUS BOARD TO ARD AV (10)16d 51 IDLE Or T PAGGERED LATE SPLI�C.E _ 5 GYPSUM BOARD. II 2. IN TILED AREAS,TREAT F Z 2 CEMENTITIOU5 BOARD TO 24" / CEHENTITIOUS BOARD a AND CaBfw ITIOU5 a • BOARD TO GYPSUM (I)2"x STUD BOARD JOINTS BY (2)US 0 Ib'o.c.TYP. (2)2"x 5TUD5 FLOORL SEE p • EMBEDDING GEMENTITIOU5 WHEN OPENING 51ZEAND LOCATION 5 TAPE IN TILE 5ETTING EXCEED'V-O' W pG MATERIAL. 5.10 'SPACE 4 /4APPROVID FAsT31ER5. g b S. CERAMIC TILE. 0 16'TO • 6. CEHENTITIOUS TAPE. T. SETTING MATERIAL. Ibd NAILS 0 1VOL. • 6. WOOD PLATE. STAGGERED 9. I/2"GYP"BOARD. 10.2 X 4 WOOD STUDS 0 16" $ 9 O.G. SILL • 4 II. SUPPORT FRAMING FOR ATTACHMENT OF fit NAILS STAGGERED AT EACH 2"x STUDS 0 I6'oA. �� FIXTURES. 91DE OF SPLICE 2"x TRIMMERS(NOTES USE(2)TRIMMERS 12.I/2'INTERIOR WEN OPENIN&15 4'-0"OR MORE) 5 GEMENTITIOIIS BOARD. 15.I/2"GYPSUM PANEL. TYPICAL NAILED SPLICE APPLIES WEN NO OTHER SPLICE IS INDICATED. (5)SIMPSON A54'S DATE: JULY 9 2020 8 NOTES WEN SPAN EXCEEDS SIt 1CP 5ATESAMAY BE USED INLILI MI NA•ILIN6 AS 8 SCALE: NOTED INDICATED ABOVE. TYPICAL 0120 BATHTUB I N57ALLAT I ON 4 TYFI GAL FLATE SFL I GE TYF. MINIMUM HEAZ1 r=R JOB NO.DRAWING6 NO. I "j N.T.S. 7 N.T.5. 7 N.T.S. A• 7 A B A B 24'-O" 24,-0' BRACED NALL NOTES: 14'-4 I/8" 5'-0' 4'-T T/6' 4'-0" 4'-0` _K Z R403.1.2 CONTINUOUS FOOTING IN SEISMIC DESIGN CATEGORES O DO,DI AND 02•THE BRACED WALLPAPELS AT EXTERIOR WALLS cs-WSP CS-WSP CS-PFG CS-PFG — OF BUILDING5 LOCATED IN SEISMIC DE-516N CATEGORIES 00,DI ° N AND 02 SHALL BE SUPPORTED BY CONTINUOUS FOOTINGS.ALL °' REWIRED INTERIOR BRACED WALL PANELS IN BUILDINGS WITH PLAN DIMENSIONS 3 THP14 STH614 3 W GREATER THAN 50 FEET(15 240 MM)SHALL AL50 BE SUPPORTED BY CONTINUOUS4 2-2k 2- "x FOOTINGS. R602.10.1.2 LENGTH OF BRACING.THE LENGTH OF BRA61N& ALONG EACH BRACED WALL LINE SHALL BE THE GREATER OF THAT REQUIRED BY THE DESIGN WIND SPEED AND BRACED WALL LINE I ° SPACING IN ACCORDANCE WITH TABLE R602.10.1.20U A5 I ADJUSTED BY THE FACTORS IN THE FOOTNOTES OR THE SEISMIC > DESIGN CATEGORY AND BRACED WALL LINE LENGTH IN ACCORDANCE WITH TABLE R602.10.12(2)AS ADJUSTED BY THE FACTORS IN TABLE R&02.10.12(3)OR — ml BRACED WALL PANEL LOCATION REQUIREMENTS OF SECTION R602.I0.I.4.ONLY WALL5 THAT ARE PARALLEL TO THE!BRACED WALL LINE SHALL BE COUNTED _ TOWARD THE BRACING REQUIREMENT OF THAT LIME.IN NO CASE SHALL THE _ MINIMUM TOTAL LENGTH OF BRACING IN A BRACED WALL LINE,AFTER ALL \G D i ADJUSTMENTS HAVE BEEN TAKEN,BE LE55 THAN 48 INCHES(12111 MI-)TOTAL. R602.IOS2 METHOD ABW:ALTERNATE BRACED WALL PANELS. METHOD ABW BRACED WALLPANELS CONSTRUCTED IN ACCORDANCE WITH ONE OF 3 E ® ❑o THE FOLLOWING PROVISIONS SHALL BE PERMITTED TO REPLACE EACH 4 FEET (121-1 MM)OF BRACED WALLPANEL. U R602.10.3.3 METHOD 6'-11/2"PFH:PORTAL FRAME WITH HOLD-DOWNS.METHOD FFH L m o BRACED WALL PANELS CONSTRUCTED IN ACCORDANCE WITH ONE OF THE GB GB m P FOLLOWIN6 PROVISIONS ARE ALSO PERMITTED TO REPLACE EACH 4 FEET OF BRACED WALL PANEL AS REQUIRED BY SECTION R602.10.3 FOR USE ADJACENT TO A WINDOW OR DOOR OPENING WITH A FULL-LE1,16TH HEADER. GB GB R602.10.4.1 CONTINUOUS SHEATHING BRACED WALL PANELS. 0— CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHIN&TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE OF A � h3 BRACED WALL LINE INCLUDING AREAS ABOVE AND CS BELOW OPENINGS AND&ABLE Q a �o END M.L.S.BRACED WALLPANELS SHALL BE CONSTRUCTED IN ACCORDANCE D WITH ONE OF THE METH005 LISTED IN TABLE Rb02.10.4.1.DIFFERENT BRACINS G -WSP CS-WSP LL o M oz METHODS,OTHER THAN THOSE LISTED IN TABLE R602.10.4.1,SHALL NOT BE ® GB PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS 51-EATHING. 6 oa TABLE RbO2.10.4.1 METHOD G5-ASP: WOOD STRUCTURAL PANEL SHALL BE A MINIMUM OF 9/6 THICK. THE CONNECTION CRITERIA SHALL BE 60 COMMON NAILS Q �1 AT 6'SPACING(PANEL EDGES)AND AT IY SPA61%INTERMEDIATE SUPPORTS) Q G OR Ib GAO X 1 3/4'STAPLES AT 3'SPACING(PANEL E06E5)AND 6'SPACING Q g (INTERMEDIATE SUPPORTS). Q Q TABLE RbO2.102 METHOD&B:GYPSUM WALL BOARD SHALL BE A MINIMUM OF 1/2' THICK.THE CONNECTION CRITERIA SHALL BE NAILS OR SCREW5 AT T"SPAGINS AT PANEL EDGES INCLUDING TOP AND BOTTOM PLATES;FOR ALL BRACED WALL(65 GYPSUM BOARD 14'PANEL LOCATIONS FOR EXTERIOR SHEATHING NAIL OR 5GREW 51ZE,SEE TABLE R602.3(U;FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE,SEE TABLE R102SS ©© i N N X r 6 m GB p GB �k 4 QQQo 'IT O p Q T-7 3/4• �+ N� m 'p GB tu u A GB QU.nnJ t[ 3 Qn r p in N � LSTHD8RJ a Cn o 4 cs- cs-wsP 4 cs-wsP O 0 cs-wsP cs-wsP cs-w cs-wsP o 4 5-4. 6'-S' 5.1. '-0 V4 2'-b' 2'-3 3/4 2'-0' 3'-0' V-8 1/2' '-0 3'-0' I'2 2a'-0 a a 2n6 AI-CCR FLAN 15t �mLCCR, FILAN W o 9 SCALE: 1/4"=1'-O" A i A L A N 5 __-BRAGEAAL-=.=A GALGU-1 GA3 5-I DATE: JULY 12020 SCALE: NOTED JOB NO. OlOg20 ORAA 46 NO. REV. S • 1 y RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development P Ilk 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. . . II'' ARC i tig To n( Project Address: �Ar I4 -T�A1CU,1 S- �9 ',910J La Plat:GiFFnfDS rrs-r- 4C07;p,c)-to 14 Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 11 Floor: _ �� 2nd Floor: jar q Garage: fib Total SF-., _LN C LLA 0 i k*_1 GAr. Describe Proposal (include cross street): AlE w .5;nJu 1.R f-qrn; L4 l bM6 Inc aTo n a nl W�sg;wg4on/ 5'T"2E0- 3 c— W5,, F�r ST aK)o 5EC.mN10 ST,2 Valuation o l�, Sf�. oa (/Vo► iA/L�Uopj ryi,,, Fcr g /P)T Owner: 21 0 =LAAAO �',rAS7-,0rn 0A) C�,L Address: ?Q. oY City: rb State:�_ Zip Code: Phone: �125 -.�43 - u Co7 Email: hor-rh)/;caw /pi-1 LD USA hyvl Applicant: 0 c�.AAIn C�5 Tnv�1 I-bh'1 LC,C Address: baY, 13D City:Arl' State: �_ Zip Code: 7l82Z� Phone: e;-,�U - �_�-�7 Email: or)fft,11;aLd ))roll 6) VSA COM Contractor: �i 06L=L A.)I) CaST(om 146m :� LGC. Address: D. Z oX /,:3 D City: 41ZZ iA449 State:U14. Zip Code:9 S� Phone: y/r?S-.��l,�- ILJ'-5 o 2_- Email 121)r rh11jeL,J Jo/ 7 C�) LISA Cn In Contact PerSon:DEVAAS Lo-supCh License Number: ?11DQEC-H8S1QCExpiration: Y /Z ZOZZZ 6/16LP Page 1 of 3 c�`'` RESIDENTIAL PERMIT APPLICATION Department of Community 6 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 a Sink(1.5) x Shower(2.0) x Lavatory(1.0) x Doi Clothes Washer(4.0) x / Water Closet(2.5) x [� Dishwasher(1.5) x ( Water Heater x i l Hose Bibb (2.5) x Water Heater Model# JfFE2/DS O/v T4FM A)o17AmkLeSS Other(list) x N f} I E A/ 550 Plumbing Section Continued II Proposed Water Piping Size: _ Proposed DWV Material: R—13 S Proposed Piping Material: Proposed DWV Size: `q It • '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) 6116LP Page 2 of 3 Y RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development 7 � 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: AmERicmu :s7-1-atijoarp o Furnace Model# 59Xa'b04 D AFUE 95 Heat Pump Model# 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: � n Pipe Material: o Pipe Size: Total BTU's of all Appliances: ,q?Q,Cyy) Distance from Meter to Furthest Appliance: /S 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: 31/1-0 ZD Print Applicants Name: I 6/16LP Page 3 of 3 NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: AM ❑ PM DATE: OB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: ��� /�� 1 t) �': r i 2n F OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 M,olgA INSPECTOR DATE' PLANNING O CIVIL L7 BUILDING CITY OF ARLINGTON "k< ` �c v NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY $APPROVED PERMIT#: ❑ AM ❑ PM DATE: JOB ADDRESS: PROJECT: i it ��I TYPE OF INSPECTION: (r i } 11 iti OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE v . CI PLANNING O CIVIL Q BUILDING CITY OF ARLINGTON '�<, NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY MrAPPROVED PERMIT#A�:4 - " Cj-'AM ❑ PM DATE: ;?• ZZ_ l U Z-0 JOB ADDRESS: U`-) 11� r- _ ��„i.'�_ LOT#: PROJECT: ,Fjj-,�-,y �jkj Ifi t�11'it TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. Cl WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING 0 CIVIL 71 BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ©APPROVED PERMIT#: �%�'`��� �11 AM ❑ PM ,DATE: 2 JOB ADDRESS: ,� I t. ��`,\\� ,I 1 i r LOT.#: PROJECT: .f TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPICTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 �&r INSPECTOR DATE ` `Tr o ❑PLANNING ❑ CIVIL C7 BUILDING CITY OF ARLINGTON Y • NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: 'l� � ClAM [IPM DATE: -r JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION III 1Tr f THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING O CIVIL O BUILDING CITY OF ARLINGTON Y�,Nc l% NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL 0 CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: AM ClPM DATE: Z JOB ADDRESS: [ t.,� I a. PROJECT: VIA �� l r�i'P.� I H TYPE OF INSPECTION: �� ��,V'I�,�YJrI t/�I cll OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION /t�E�iLivYv ,�/�1�U-� �n p pt-i`i t n��1� 7?•A� t-l- 1��1 h/S ?•� T'c r' nrtlnl�/TFY� THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE / M PLANNING O CIVIL o BUILDING CITY OF ARLINGTON "�< . NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL 01CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: []-AM ❑ PM DATE: JOB ADDRESS: A--,;_ til PROJECT: TYPE OF INSPECTION: 1L��/J TiGir/ OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 4N(7 O PLANNING o CIVIL O BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#tjt-�)- ?' U AMI ❑ PM DATE:f�). OB ADDRESS: t!'? �I11= 1 �l_la_ +� LOT#: PROJECT:, 'I�, ?� 1 W 'I 0: -i TYPE OF INSPECTION: - 1I__ L OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION t7 `J f� INDICATED ABOVE ARE THE ACTIONS OR CORRECTIONS REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i INSPECTOR DA El 0 PLANNING M CIVIL ❑ BUILDING CITY OF ARLINGTON CITY OF ARLINGTON • 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3336 108 N WASHINGTON AVE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00455400601400 Valuation:272504.22 OWNER APPLICANT CONTRACTOR CHRIS AND HOLLI SMITH Ridgeland Custom Homes,LLC Ridgeland Custom Homes PO BOX 384 PO Box 130 PO Box 130 ARLINGTON,WA 98223 Arlington,WA 98223 Arlington,WA 98223 425-343-4562 425-343-4562 LIC:RIDGECH851QC EXP:04/22/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Si ature Print Name Date Released By to CONDITIONS SEE REDLINED DRAWINGS FOR ADDITIONAL REQUIREMENTS.ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. STREET TREES ARE REQUIRED ON WASHINGTON AVENEU AND 2ND STREET.ADA RAMPS AS A PART OF THE FRONTAGE IMPROVEMENTS SHALL ADHERE TO THE CONDITIONS OF THE CIVIL PERMIT. CONSTRUCTION SITES SHALL ADHERE TO CURRENT COVID-19 JOBSITE REQUIREMENTS AS PER LOCAL, STATE AND FEDERAL REGULATIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/04/2020 Park-Community SF $1,662.00 12/04/2020 Park-Mini SF $484.00 12/04/2020 Traffic Mitigation-City $3,355.00 12/04/2020 Fireplace/Insert/Woodstove $30.00 12/04/2020 Forced Air Heat $15.00 12/04/2020 Gas Piping/Units $15.00 12/04/2020 Mechanical Base $25.00 12/04/2020 Range Hood $15.00 12/04/2020 Processing/Technology Fee $25.00 12/04/2020 Bath/Shower or Shower Only $45.00 12/04/2020 Clothes Washer $15.00 12/04/2020 Hose Bib/Roof Drains $30.00 12/04/2020 Lavatory $60.00 12/04/2020 Plumbing Base $25.00 12/04/2020 Plumbing Misc. $60.00 12/04/2020 S inks/Toilets/Urinals/Disposal $15.00 12/04/2020 Water Heater $25.00 12/04/2020 State Building Code Surcharge Fee $6.50 12/04/2020 Building Permit Fee $2,948.50 12/04/2020 Building Plan Review Fee $1,916.53 12/04/2020 Traffic Mitigation-City ($3,355.00) Total Due: $7,417.53 Total Payment: $0.00 Balance Due: $7,417.53 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 3336 Permit Date: 07/29/20 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Ridgeland Custom Homes Applicant Name: Ridgeland Custom Homes, LLC Applicant Address: PO Box 130 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Dennis Wriglesworth Phone: 425-343-4562 Email: northview1017@usa.com Scope of Work: New SFR Valuation: 272504.22 Square Feet: 2545 Number of Stories: 2 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 12/04/2020 Permit Expires: 06/02/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 11 Township 31 Range 5 Quarter NE CHRIS 100 SINGLE NE 00455400601400 108 N WASHINGTON AVE GIFFORDS 1 ST ADD TO SMITH AND HOLLI FAMILY ARLINGTON BLK 006 D- SMITH RESIDENCE 00 LOT 14 Contractors Contractor Primary Contact Phone Address Contractor Type License License# Ridgeland Custom Dennis CONSTRUCTION Labor and Homes Wriglesworth 425-343-4562 PO Box 130 CONTRACTOR Industries RIDGECH851QC Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status R20.SFR/DUPLEX Call prior to arrival for 11/08/2021 FINAL Dennis to meet onsite 11/09/2021 11/09/2021 BUILDING Approved 03/02/2021 R20.SFR/DUPLEX Garage portal frame not per 03/02/2021 03/02/2021 BUILDING Approved FINAL plan Plan Reviews Date Review Type Description Assigned To Review Status 07/29/2020 RESIDENTIAL SINGLE BUILDING FAMILY 07/29/2020 RESIDENTIAL SINGLE Josh Grandlienard FAMILY Fees Fee Description Notes Amount Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-SF Single Family $3,355.00 Fireplace/Insert/Woodstove 1 fireplace insert and 1 $30.00 freestanding stove Forced Air Heat fee per Btu $15.00 Gas Piping/Units Enter#of units $15.00 Mechanical Base Permit Fee $25.00 Range Hood Residential $15.00 Processing/Technology $25.00 Bath/Shower Combo 3 $45.00 Clothes Washer $15.00 Hose Bib 2 $30.00 Lavatory Toilet&Sink Only 4 $60.00 Plumbing Base Permit Fee $25.00 Plumbing Misc. Not otherwise specified 1 dishwasher&3 water $60.00 closets Kitchen Sink&Disposal $15.00 Water Heater(Tank) $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Building Permit Table 4-1 $2,948.50 Building Plan Review Table 4-2 $1,916.53 Traffic Mitigation-SF Single Family ($3,355.00) Total $7,417.53 Attached Letters Date Letter Description 11/16/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/04/2020 Ridgeland Custom Homes 7314 Raelynn Jones $7,417.53 Outstanding Balance $0.00 Notes Date Note Created By: 12/04/2020 Credit for traffic impact fees for alley paving per MH. Kristin Foster 12/04/2020 Received receipt for school impact fees. Kristin Foster 07/29/2020 Need school impact fee receipt prior to issuance. Kristin Foster 07/29/2020 Lot 14 Kristin Foster 07/29/2020 Use applicant's valuation or calculate from ICC Value Data Table? Kristin Foster 07/29/2020 Add civil comments to permit? Kristin Foster Uploaded Files Date File Name 09/24/2021 9759803-3336 IC 4.14.2021.pdf 09/24/2021 9759804-3336 IC 12.15.2020.pdf 09/24/2021 9759805-3336 IC 12.22.2020.pdf 09/24/2021 9759806-3336 IC 1.22.2021.pdf 09/24/2021 9759807-3336 IC 2.8.2021.pdf 09/24/2021 9759808-3336 IC 3.2.2021.pdf 09/24/2021 9759809-3336 IC 3.31.2021.pdf 09/24/2021 9759810-3336 IC 4.8.2021.pdf 12/09/2020 7817454-3336 Issued Permit.pdf 07/29/2020 7059907-3336 Application.pdf N Q I S[^3 b L99-VM'ON'1N3O0'S'd0 Ot9-VM ON"iNgo 0 8 d'0 IJJO'Td(10.16fISkJ2 MMM \.S\}n ASV30'W V80NVS ASVaa U 3EAJO30 bl8b-8Zb(09E) 131. p' aG o,d a�saa 3.va �w M-CQb VM rNONN:]A 1NnoH eon v uHo� v _n s ao_ awo� ),YWNW� lGa?1 IIIH i OGI 0 r ® wee ,�® " S?J�N9153a 9NIQ�1�9 SHWOH MISM Q1�I��IRJQRI :,kg ry o a 9 _ o as a�i ,�s'daa w �aws T �T TAT T o 0 H d y, d ail ,�s a 'a � oar tz ►LNO �l►LS%7 Ak ILI UD =.._ _ m.Sl'-a^GGI 101 ..a.._N'- g CD a: c x RD 0 6z rz CD E _. 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GEORGE D.DEASY SANDRA M.DEASV NOTEG DIMENSIONS U RSED`_-A:_L 5 A E DIMENSIONS WWW.CIBQSyG�I'OUp.GO1Yl TEL.(360)428-4819 C.P.B.D.CERT.NO,WA-640 O.P.S.D.CERT.NO.WA367 REVISION N 4� N -An rr, p ° -aoo ld wzm OD N �j� T �pN 6"MIN X -VIUJA r�IS° rn a OD, NrRA 8 MIN. z A-nt rnp� p A =rZ IIIII�II —III r4i - r yr t>Op 1 1 in M Dt�t N <r nil NO r ll11�� x ti m Az rnA - rn x _ Pti p D D rn r�1J NDw 6 o ° A a� m a z O Ap z z > z pGOA rn p Ar C OcphA_ N p x rn O �Nrn D Or U7 D rn Oi Az O O.t A ® \.� _ n O N D OD -0 X A -1 A rn A< 3 9 m J C7 -p Z m ® C-. oro p O U' ®OA z �rt, 0 3 o E:8 . cn tr zAN N NA V Nv0 tit rn O rn D�^ '0 0 rn A N N� N N _ -DI �z N �A wg o x A _43, o N rn� 1 N rn O = X D N � A rn A d rn z _ p a 4" 261/2" 4 y N yr rn N n ON N v" j rn p n ul 0 z 0 fJ N N m N rD- 7S • a p x x N N o rn /l► ti A� u O p p # AQ o p ; °® � DDD 113 �j 1m x rn A CA�II A 43,rn O 3 OzO ® D D O O fM AF �Y A LD v N 1 all -0 N tj rn A z z X _ N y� A rn O X t— X O LO rn G r t�t N rn D i y rn A>A m D z y v A r A rn o�� ul Ogg TO TO el pP � a s y rL� r O z N N X rn x LW A (;< rn4'-6"MAx. 3 rn L- rn D rn = z 8 14" 0 1 _ 12"MIN. 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DE�45Y AIBD ° SUILPIN6 DESIGNERS B y B p o � N BY: RIDGELAND CUSTOM HOMES ens "aµ»��E 0 1304 HILLGRE5T PARKMY coVRA OR KS-v RI A s)- Ohs ON a MOUNT vERNON,VIA.982'14 W oArE DE5cRIP'ION DRN BE=GR ROc=E llNG Al-AN 'AR I E.Ao" GEORGE D.DEASY SANDRA M.DEASY I-ED D ..N5ION5 5,PER5c E A'__5GA_ED D:M=\STONE 'Nt"A.deQSyGjroup.GorN TEL.(36O)428-48 9 C.P.B.D.GERT.NO.WA-640 C.P.B.D.CERi.NO.WA-667 R E v 15 10 N ��pp gg y 111 11 O J J g N N IL ul ul Cl ex rn A r � � w N A � 1PNA 111 N- —L ZND N�NNN� Zp ci tp�p fy� O �N �b� � �P �BzV_ °N �p• fll y J $ s J9 s y �e py J 0� RgF�j��S _ _ r n 7.u0 N > z t- �F m]]��z ti0 \• n ., z� Om 70 € G P A � z ti x J - J)K) tlN N D � G9-A P -AzGCl --��' -_ S - r O a R+ rn � P E A vg y" �TH15 PRIM?AND ALL INFORMATION HLR[ON 3 OUR PRO.ERY,IS LONMT!YIA'_,ANC MF?40'BE MAGI P✓dLIG OR GOPICS NLLE54 AUTHORIZED B'!Y15 O¢AA•,N5 15 SJBJEGT TO RENRN UPON OEMHA. a THE 1�EAS*Too GR0Jf WESTMONT 24 6�ORGE nEAS`1' AIBD ,B U m ,A 0 EANDRA M. 17�A51' AIBfl y B p ^' BY: MGELAND CUSTOM HOMES BUILDINb DE516NER5 A o 1504 HILLOREST PARKWAY roNTRACTOR MUST VERY-Y ALL coNDn IOti5 E DIM,:N5iON5 ON.05 MOUNT VERNON,NIA.98214 BEFORE PROCEEDING AITH ANY PART OF THIS AOR<.. MF, DATE DESCRIPTION URN NOTED DIMENSIONS 5VPER5EDE ALL SCALED O NEN510N'S. WWW.G1809yCj�0Up.LOIYi TEL.(560)425-4819 C.P.G9 CERT.NDEASY O.WA 840 C.P.IANCERIRAM NO.WA-887 D. REV1510N Ord PyN fl-501 m mg;M RIM r ffl8igod " dg� z DZ� DA ��� 5�g LL��` YYP ���C}O7RR �� R� AAo�j �� �I>�� U� A *16� a 2 g Ig !I w K 1 1 HAM � > > � 1T-Y' 19'-4• IA.-I" 161-101/2' 4'-0" T.el, 4'1" 11151/2" CS-WSI' CS-WSP CS-WSP CS•WSP -4 A w ® o FT 11 ? j 7�1 m a � � ® 1N A ® V b N N IN tll 01 y W b P A N Y W E a d � � b � A CS-WSP 52-1 1/2' 2'-0" 20'-4 1/2" III 56'-0• 54"0" 2210" b'-B' 6'-0" 6'-21/4" b'-0' 51'-15/4' CS-WSP CS-WSP ilk c' b III N W N� u I ® � I 1 I I d — I _ I i N I I . 1 I CS-wsP � 15'-1 1/2" 4'-0" 6'-11" 2'-0" 29'-II I/2" 'MIS PRINT AND ALL INFORMATI04 HEREON 15 OUR P nO ,,ISO FIOrM ,AND MUST NOT BE-°?✓JLIO OR-1I 5 NrLE55 PL'FOR'.iLD BY'HI5 DRAW!NS 15 SUB.EOT i0 RENRN WON pEMAND. Q N THE � �JYGROUP WESTMONT 24 GEORGE 1DEAS1' A151; a a o a s j SANDRA M. 1;)EASY A15P BD . 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JnTE DEsr,R>*ioN 9[FORE ROGESO NS WIT'-ANY'ARr O -HIS V,ORc, GEORGE D.DEASY SANORA M.DEASY JRN NO'ED DIMENSIONS SUPEREEDE ALL SLALEC JIMENS.OnS, WWW.Ca9O5yGjY'OU�7.GOIYi TEL.(360)428-48 q C.P.SO,CERT.NO.WA-640 C.P.B.D.CERT.NO.WA-867 REVISION ARLINGTON SCHOOL DISTRICT NO. 16 145129 LOCAL RECEIPT DATE � Received from C Q `pgcS For ACCOUNT C AMOUNT CASH s 1, CHEC Y MO BANK DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 `\ 14513 LOCAL REC IPT DAT V Received from 1C For ` ACCOUNT C E AMOUNT --a� - . �� $ LI�SCE. 00 CASH c BY Mo BANK DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145131 LOCAL RE EIPT DATE Received from (Cl a For k ACCOUNT E AMOUNT $ Ll-15�0 CASH 1,,1�V,, GHE BY L �O,0�fi 151� 2- MO BANK LWQLI DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145132 LOCAL RE EIPT DAT L � Received from & jc For C ACCOUNT GO AMOUNT $ H INV. / �/� V V CASH GH BY NO