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HomeMy WebLinkAbout7721 EAGLEFIELD DR_BLD6486_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 7721 EAGLEF[ELD DR Permit#:6486 Parcel#:00865900005800 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:240 sq ft addition bed/bath Valuation:40000.00 OWNER APPLICANT CONTRACTOR ATKINS JEFFREY/LINDA Jeff Atkins HOME OWNER 7721 EAGLEFIELD DR 7721 Eaglefield Dr ARLINGTON,WA 98223-5989 ARLINGTON 4254786415 I1c: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: RESIDENTIAL ADDITION CODE YEAR: 2021 STORIES: I CONST.TYPE: VA DWELLINGUNITS: OCC GROUP: R-1;Residential BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid The budding 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 1827, 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. '-5- z- 06/06/2025 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans.Permit shall be onsite for inspections.Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. 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 06/06/2025 Building Plan Review $529.65 06/06/2025 Credit Card Service $15.89 06/06/2025 Process!ng/Technology $25.00 06/06/2025 Building Permit $814.84 06/06/2025 State Surcharge-1 st DU $6.50 06/06/2025 Credit Card Service $25.39 Total Due: $1,417.27 Total Payment: $1,417.27 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fait i RESIDENTIAL BUILDING PERMIT APPLICATION ` Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The following information is required for Residential: Single Family, Duplex, Townhomes,Additions, and Accessory Structure Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. Incomplete applications will not be accepted. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING: REQUIRED DOCUMENTS 0 Proof of approved Zoning Verification 0 City of Arlington Residential Permit Application 0 Site Plan 0 Architectural Plans 0 Structural Plans 0 Structural Calculations ❑ Project Specification Manuals, if applicable ❑ WSEC Compliance Forms https:llwaenergycodes.com/ ❑ Special Inspection and Testing Agreement, if applicable ❑ Deferred Submittal Request,if applicable 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans(if not included in the plan set) 3. Fire Sprinkler B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑Structural Masonry ❑Spray-Applied Fireproofing Other-Specify: 0 !acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. RESIDENTIAL BUILDING Type Of Permit: ❑Single-family ❑ Duplex ❑Townhouse 0 Addition/Alteration ❑Accessory Structure IBC Construction Type: V IBC Occupancy Type: Residential Building Square Footage: Number of Stories: Square Footage Per Floor: B: 1st: 2nd: 3rd: Garage: Property Address: 7721 Eaglefield Dr Project Valuation: 40,000 Lot#: 58 Parcel ID No.: 00865900005800 Preferred Contact: 71 Owner O Contractor Project 240 sq ft addition bed/bath Scope of Work: Owner Name: Jeff and Michelle Atkins Home No.: 425-478-6415 Email Address: atkii913@gmail.com Cell No.: same Mailing Address: 7721 Eaglefield Dr City: Arlington State: WA Zip: 98223 Primary contractor: Cordell Construction & Property Managent Office No.: Email Address: cordellcpm@gmail.com Cell No.: 425-770-3540 Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: MECHANICAL SYSTEM INFORMATION O Not Applicable Type of Permit: ❑ New Installation 71 Addition/Alteration/Repair ❑ Gas Piping Mechanical Contractor: Self Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • New gas piping requires a pressure test 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 valve is required within 6 feet of all appliances REV03.2022 Page 2 of 6 RESIDENTIAL BUILDING MECHANICAL PERMIT FEES (per unit) Type of Fixture No.of Units Cost per Unit Subtotal Model No. Additional Plan Review fees x $75.00 = Air Cond.Unit<_100Btu h x $ 15.00 = Air Cond.Unit>100Btu h x $25.00 = Air Cond.Unit>500Btu h x $50.00 = Air Handling Units x $ 15.00 = Base Mechanical Fee 1 x $25.00 = $ 25.00 Boiler<100Btu h>3h x $ 15.00 = Boiler>1 million Btu/h<50hp x $25.00 = Boiler>1.5 million Btu/h<50hp x $50.00 = Boiler>100Btu h 3-15h x $ 15.00 = Boiler>500Btu h 15-30hp x $25.00 = Diffusers x $ 15.00 = Dryer Ducting x $ 15.00 = Ductwork(drawings required) x $25.00 = Evaporative Coolers x $ 15.00 = Exhaust Ventilation Fans x $ 15.00 = Fireplace/Insert/Stove x $ 15.00 = Forced Air Heat<_100 Btu h x $ 15.00 = Forced Air Heat>100 Btu h x $25.00 = Gas Clothes Dryer x $ 15.00 = Gas Fired AC<_100 Btu h x $ 15.00 = Gas Fired AC>100 Btu h x $25.00 = Gas Fired AC>500 Btu h x $50.00 = Gas Pi in <_5 units x $ 15.00 = Gas Piping>5 units(plus<5 units x $2.00 = Heat Exchangers x $ 15.00 = Heat Pump-Condensing Unit x $25.00 = Hot Water Heat Coils x $ 15.00 = Miscellaneous Appliance-regulated by x $ 15.00 = mechanical code,not otherwise specified Pkg.Units<_100btu x $25.00 = Pkg.Units>100btu x $50.00 = Range/Cook top-Gas Fired x $ 15.00 = Refrigeration Unit<_100Btu h x $ 15.00 = Refrigeration Unit>100Btu h x $25.00 = Refrigeration.Unit>500Btu h x $50.00 = Re-inspection fee x $75.00 = Residential Range Hood x $ 15.00 = Unit Heaters:5 100 Btu h x $ 15.00 = Unit Heaters>100 Btu h x $25.00 = AV Boxes(Variable Air Volume,part of air x $ 10.00 = conditioning system) Wall Heaters-Gas Fired x $25.00 = Water Heater-Gas Fired x $25.00 = Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total REV03.2022 Page 3 of 6 RESIDENTIAL BUILDING GAS PIPING INFORMATION El Not Applicable Proposed Piping Material: O CSST O Brass O Galvanized Steel O Black Steel O Other Proposed Piping Size: O 1/2" O S/a" 03/a" O 1" O 11/2" O 2" Distance from Meter to furthest Appliance: Total BTU's of all Appliances: PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY- USE A SEPARATE SHEET, IF NECESSARY ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE:Any interior pressure regulators must be indicated REV03.2022 Page 4 of 6 RESIDENTIAL BUILDING PLUMBING SYSTEM INFORMATION ❑ Not Applicable Type of Permit: ❑ New Installation ✓❑ Addition/Alteration/Repair Plumbing Contractor: self Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • 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) • Cross-Connection-Control may be required Proposed Interior Water Piping Size: O 1/2" ❑ 5/8" ❑ 3/4" ❑ 1" ❑ CPVC ❑ Brass ❑ PEX-AL-PEX 0 PEX Proposed Interior Piping Material: ❑ Copper ❑ Galvanized Steel ❑ Other Proposed Exterior Water Piping Size: O 1/2" ❑ 5/8" ❑ 3/4" ❑ 1" ❑ 11/2" ❑ 2" ❑ PVC ❑ Copper ❑ PEX-AL-PEX ❑ PEX-AL-PE Proposed Exterior Piping Material: ❑ PE 0 PEX ❑ Other Proposed Drain-Waste-Vent(DWV) 0 Schedule 40 ABS DWV ❑ Copper ❑ Galvanized Steel ❑ Cast Iron Material: ❑ Schedule 40 PVC DWV ❑ Brass ❑ Other: Proposed Drain-Waste-Vent (DWV) ❑ 1/2» ❑ 5/8» 713/4" ❑ 1" ❑ 11/2" ❑ 2" ❑ 3" 714" Piping Size: PLUMBING PERMIT FEES (per fixture) Type of Fixture No.of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $75.00 = Alteration/repair piping x $15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee 1 x $25.00 = $25.00 Bath Shower Combo x $15.00 = Building Main Waste x $25.00 = Clothes Washer x $15.00 = Dishwasher x $15.00 = Floor Drains x $15.00 = Grease Interceptor x $75.00 = Grease Trap x $25.00 = Hose Bibb x $ 15.00 = REV03.2022 Page 5 of 6 RESIDENTIAL BUILDING PLUMBING PERMIT FEES (per fixture) Icemaker Refri erator x $ 15.00 = Irrigation-per meter x $25.00 = Kitchen Sink&Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Miscellaneous-regulated by plumbing code,not x $15.00 = otherwise specified Re-inspection Fee x $75.00 = Roof Drains x $15.00 = Shower(only) x $15.00 = Sink bar,service,etc. x $15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $25.00 = Water Heater x $25.00 = MODEL NO.: Water Heater-Tankless x $25.00 = MODEL NO.: Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total 1 hereby certify that 1 am the 0 Owner ❑ Architect ❑ Engineer ❑ Contractor and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington, and the City of Arlington. Jeffrey Y Atkins 5/9/2025 Signature Print Name Date SAVE PRINT REV03.2022 Page 6 of 6 +` *�� • �� T:. T� �' � STAG E ' S J ARLINGTON WAS �.• �� A. DESIGN NOTES: ' B. STRUCTURAL REQUIREMENTS Design Wind Speed: Exposure C, 85-100 miles per hour Roof Snow Load: 25 pounds per square foot DRAW — Dead Snow Load: 10 pounds per square foot Seismic Zone: D1 Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 in ches Soil Bearing Capacity: 1,500 psf. unless a Geo-Technical Report is Sheet Al PROJECT INFO : .� PARCEL: 00865900005800 sheetA2 Sheet A3 DESCRIPTION : Section 23 Township31 Sheet A4 ,•y ~ • - Range 05 Quarter NE GLENEAGLE SECTOR III A BILK 000 D-00 LOT 58 Sheet A5 " EXISTING IMPERVIOUS : SheetA6 HOUSE AND GARAGE : 1505 Sheet A7 �=" ' •��• v �� PATIO : 516 M , O PROPOSED ADDITION : 240 Sheet A8 TOTAL: 2261 Sheet A9 LOT SIZE : 9583 SITE PHOTO Sheet A10 ,lorth County Recycling O DYA SYSTEMS O Crazy Dog Man O &Transfer Station - r 9 Pet Services _ Cuz concrete O — a Momentum Vans O Products,Inc AVR O 4 5 Sheet All Advanced Spa Co rs a p„e Sheet A 12 NQ SSpaICavaersl O R+L Carriers 192ne St NE O 4 9 agle Ballpark O Sheet A13 O 198th St NE - Travel Time O of Everett,Inc — Byrne Performing Sheet A 14 Smokey Point O ircur •u,- rts Center Productions - Bill Quake 9 s d Memorial Park a �keo1 mod" Silver FOX Tactical O g •q Epd \ Qg \ p 9 Arlington Municipal Airport - - (AWO) ^ $p e.W.rtte tx ao„eetn Forest Trail Park Gleneagle Golf Course-® Yt \ `-twhW \Snohomish county Fir _ 9 \District 21,Station 5 Tex Lake Q ;. S �Mtry CNA� m m Pick-n-Pull t - 1- • • � T 7 -� ;r ♦ �_ SITE PLAN Scale:<Scale> Structure Electrical -Exterior/interior walls will be 2x4 -Ceiling fan in bedroom hem/fir -Bathroom lighting will be i -Header on exterior and shear lights wet/damp approved walls will be 4x6 over windows and -2 or 3 bulb vanity light doors. -GFCI outlet near vanity -Ceiling framing will be 2x4 -Add 20 amp breaker for E hem/fir with 2x4 rim joist -Add 20 amp breaker for a outlets. Roofing PLUMBING -50 year architectural composition -Supply lines will be PEX E -30# felt fittings -7/16" OSB -Drain runs will be ABS or -Shower will use mixer val SLAB -top of slab is 6" above grade -slab 4" thick -option for monolithic slab with turn down footing -air freezing index > 1500 per TABLE R403.3(2) FI R_ I � � r gill k LI jEr ff 35' 4" 25' 5" ADDITION 10, 43' _ 6068 OX SGD M 1/2 BATH 2030 SH 2O30 SH O O O = EXISTING HOME N � M � M N N M LAUNDRY 3068 BD rl N O x N 0 Tt 0 a N N xo po 0 M o a N F)=- 12' GARAGE 81611 N N M C 16' 221611 38'-4 7/8 rl 20'-0" 1 WEST ELEVATION WITH EXISTING NORTH ELEVATION WITI SCALE 3/ 16" = 1' SCALE 3/ 16" _ a ❑ ❑ NORTHWEST ELEVATION WITH EXISTING SOUTH ELEVATION W] SCALE 1:32 SCALE 3/ 16" CF/L CL EF CL VL IN TOP VIEW SCALE 1/2" = 1' CF/L = CEILING FAN/LIGHT EF = EXHAUST FAN/LIGHT/HEATER E = EXHAUST L = LIGHT H = HEATER VL = VANITY LIGHT CL = CANLESS LIGHTS 2X4 CEILING FRAMING @ 24" O.C. W/ R-13 INSULATION NORTHWEST FRAMING ELEVATION SCALE 1:20 4X6 HEADER 2X4 STUDS @ 16" O.C. W/ R-13 INSULATION 8" J BOLTS 36" > SPACING 12" > FROM DOOR WAYS io 2X4 PT SOLE PLATE OVER ADHESIVE VAPOR BARRIER 12'-0" io SOUTH ELEVATION 1'-0" SCALE 3/ 16" = 1' 1/2" SHEETROCK 2X4 STUD/R13 INSULATION 7/16" OSB TYVEK (OR EQUIVELENT) VAPOR BARRIER 4 1-k)�64" M N M 5/8' C M .. rn N M 5 4A WELDED MESH REINFORCEMENT 1° ; #4 1/2" REBAR 5 r EXISTING WALL rl APPROX LOCATION OF BORE THROUGH THE EXISTING STEM WALL GOING FROM EXISTING BATHROOM ADDITION r. - ------------ SOUTH ELEVATION � e 0 1/4 1 �v v TOP VIEV - - - - SCALE 1/ r,' 0 2X8 RIDGE BOARD 2X4 COMMON RAFTERS 2X4 JACK RAFTERS 2X6 HIP RAFTER II CONNECTION WILL BE SIMPSON RAFTER TIES AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 We would like to advise you of the State of Washington's requirement for acting as your own contractor.As the owner of the structure,whether residential or commercial or multi-family,you are allowed to act as your own general contractor. As the owner,if you decide to act as a contractor,you will need to complete this form. 4?_ g& states as follows: Name and Project Address el 1. I have made application for a building permit from the City of Arlington,Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington.The exemptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington,a copy of which is printed on the reverse side of this Affidavit.I have read or am familiar with RCW 18.27.090. 3. 1 acknowledge that all construction work done pursuant to the proposed building permit for the property described above will be done by the owner of the property or by a licensed contractor. 4. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor,the City of Arlington must verify that the contractor is registered by the State of Washington,or that one of the exemptions stated under RCW 18.27.090 applies. S. In order to provide verification to the City of Arlington of my compliance with these requirements,I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090,1 consider the work authorized under this building permit to be exempt under No. This will therefore,not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor or to perform construction work myself. DATED THIS t015 day of, 2025 Signature: This record was acknowledged before me on kk&m by (d te) �e�� �t�r,,►�S as DWNtV- of Q (name) (type of authority) tname Sf party/cofnpany) 1 . � a� MJO fit `��`�`\`N����ttttt���� // (` q,�tA /�� 4 ' ry blic for the of Washington rptAlQ)_ � 0 My Commission Expires: o ZyA y /,j '9T l'��►ttta.��`' \? �llll'F OF \N AS?�,�I REV2022 STAGE ' S ADDITION ARLINGTON WASHINGTON C DESIGN NOTES: B. STRUCTURAL REQUIREMENTS Design Wind Speed: Exposure C, 85-100 miles per hour Roof Snow Load: 25 pounds per square foot DRAWING INDEX - Dead Snow Load: 10 pounds per square foot Seismic Zone: D1 Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. Sheet # Sheet Name Frost Line Depth: 18 in ches ' + Soil Bearing Capacity: 1,500 psf. unless a Geo-Technical Report is - Sheet Al COVER PAGE . r r PROJECT INFO Sheet A2 SITE PLAN PARCEL: 00865900005800 Sheet A3 NOTES DESCRIPTION : Section 23 Township 31 0 N 00 Range 05 Quarter NE GLENEAGLE Sheet ELEVATIONS ;. 0 J .; SECTOR III A BILK 000 D-00 LOT 58 Sheet A5 FLOOR PLAN J a Uj EXISTING IMPERVIOUS : SheetA6 ADDITION ELEVATIONS ~ HOUSE AND GARAGE : 1505 SheetA7 ELECTRICAL Q LU z 4' PATIO : 516 J M� Q 0 Sheet A8 STRUCTURE PROPOSED ADDITION : 240 TOTAL. 2261 Sheet A9 WALL CUTAWAY/SLAB L Q w LOT SIZE : 9583 U Z SITE PHOTO Sheet A10 SLAB OPTION Q9 /T-a-i� H ,lorth County Recycling O DYA SYSTEMS O Crazy Dog Man O, < ttttttttttttttti &Transfer Station _ r Pet Services Cuz concrete - Sheet All PLUMBING 1//.�►`/ Momentum Vans O Products,Inc AVR O 4 5 A a Advanced Spa Co rs Sheet Al2 PLUMBING 1 NQ �Wp.,l ae`r'st O R+I_Camers �� 192ne St NE 4 9 agle Ballpark O Sheet A13 MECHANICAL COVER PAGE ; O 198ta St NE - Travel Time O Sheet A14 ROOFING of Everett,Inc _ — Byrne Performing Smokey Point O trcur •u,- rts Center m - 1 O F 14 Productions - Bill 4uake d Memorial Park a �kte�i Silver Fox Tactical o PSI E.a ` City of Arlington Building Department Arlington a M 2025 Municipal €� Y 23r Airport APPROVED (AWO) ^ $p e.W.rtte tx Forest Kevin Olander - 06/06/2025 Trail Park Gleneagle Golf Course \ ,waWNE v District 21,Slatiotation 5 Snohomishcounty nr No changes authorized unless approved by 9 \ Tex Lake o the Building Official y_ aonay cam°t m Pick-n-Pull City of Arlington Building Department APPROVED Kevin Olander - 06/06/2025 SITE PLAN No changes authorized unless approved by Scale:<Scale> the Building Official Structure Electrical -Exterior/interior walls will be 2x4 -Ceiling fan in bedroom hem/fir -Bathroom lighting will be can/canless -Header on exterior and shear lights wet/damp approved walls will be 4x6 over windows and -2 or 3 bulb vanity light doors. -GFCI outlet near vanity -Ceiling framing will be 2x4 -Add 20 amp breaker for EF (L/H/E) hem/fir with 2x4 rim joist -Add 20 amp breaker for addition lights and outlets. M DC N z Q N 00 O Q M � J Roofing PLUMBING ~ W Q -30 year architectural composition LL Y p -Supply lines will be PEX B with crimp Q L.L -30# felt fittings Q LU z -7/16 Q OSB -Drain runs will be ABS or PVC as needed 0 -Shower will use mixer valve shower fixture W w z (D Q N J � r--, � SLAB Q -top of slab is 6" above grade City of Arlington -slab 4" thick Building Department NOTES -option for monolithic slab with turn down footing APPROVED -air freezing index > 1500 per TABLE R403.3(2) Kevin Olander - 06/06/2025 3 OF 14 No changes authorized unless approved by the Building Official May 23, 2025 - --_- i rN z SOUTH WEST 00 O 0 0) W_ 0 L x 0 LU (D - � Q C) r-s Q EAST N O RT H ELEVATIONS City of Arlington 4 OF 14 Building Department APPROVED Kevin Olander - 06/06/2025 May 23, 2025 No changes authorized unless approved by the Building Official 35' 4" 25' 5" ADDITION 10, 43' _ 6068 OX SGD M 1/2 BATH 2030 SH 2O30 SH 00 0o O = EXISTING HOME N c 0 N M N N Add CO/ Smoke z LAUNDRY 00 3068 BD Detector rl N 0 O X n W a N o N Q LL 5 Add CO/Smoke Q w z Detector J O rn N G V po o ( /'1 M VJ , ^ w w z (D Q N J 12' N � � GARAGE 81611 Q N 12' City of Arlington FLOOR PLAN N Building Department M APPROVED Kevin Olander- 06/06/2025 5 OF 14 No changes authorized unless approved by the Building Official 1 FLOOR PLAN May 23, 2025 Scale:3/i6=1' 16' 221611 38'-4 7/8 20'-01' N 12'-011 N WEST ELEVATION WITH EXISTING NORTH ELEVATI N WITH EXISTI G Z pp SCALE 3/ 16" = 1' SCALE 3/ 16" = 1' Q 0 a1 w_ Q 0 LL � J Z QUO � Q � w � w z ❑ ❑ Q N J ADDITION ELEVATIONS 6 OF 14 NORTHWEST ELEVATION WITH EXISTING SOUTH ELEVATION WITH EXISTING May 23, 2025 SCALE 1:32 SCALE 3/ 16" = 1' City of Arlington Building Department APPROVED Kevin Olander-06/06/2025 No changes authorized unless approved by the Building Official 119 1E CF/L N CL EF CL 0oC N Z p N Add CO/Smoke 00 detector O 0 M V L LJU Q LL � J Z Q (JO � QF--- w w z CD ,--i ,oz Q N J TOP VIEW N 0� SCALE 1/2" = 1' CF/L = CEILING FAN/LIGHT City of Arlington Q EF = EXHAUST FAN/LIGHT/HEATER Building Department E = EXHAUST APPROVED ELECTRICAL L = LIGHT Kevin Olander - 06/06/2025 H = HEATER 7 OF 14 VL = VANITY LIGHT No changes authorized unless approved by CL = CANLESS LIGHTS the Building Official May 23, 2025 2X4 CEILING FRAMING @ 24" O.C. W/ R-13 INSULATION M NORTHWEST FRAMING ELEVATION N SCALE 1:20 z Q N 00 O 0 0) 4X6 HEADER I--I w 2X4 STUDS @ 16" O.C. 3: W/ R-13 INSULATION LL 0 w Jz QUO IYM�4H _� Q W 8" J BOLTS 36" > SPACING H 12" > FROM DOOR WAYS N �JI L ill 11 / 2X4 PT SOLE PLATE I �1 OVER ADHESIVE VAPOR BARRIER 12'-0" io STRUCTURE SOUTH ELEVATION 1'-0" City of Arlington Building Department 8 OF 14 SCALE 3/ 16 = 11 APPROVED Kevin Olander - 06/06/2025 May 23, 2025 No changes authorized unless approved by the Building Official 1/2" SHEETROCK Si 2X4 STUD/R13 INSULATION 2x6 wall required R 20 insulation in wall 7/16" OSB R 5 exterior TYVEK (OR EQUIVELENT) VAPOR BARRIER oC N z � N 00 O D 0) � J Q w_ 0 LL owz QJO � Q C� w w z Q N J 41/64 c� V WALL 4x4 WELDED MESH REINFORCEMENT CUTAWAY/ SL City of Arlington Building Department 9 OF 14 APPROVED #4 1/2" REBAR May 23, 2025 Kevin Olander - 06/06/2025 5/8„ No changes authorized unless approved by SLAB DETAILS the Building Official M S 4x4 WELDED MESH REINFORCEMENT IL 000, #4 1/2" REBAR M DC N R-10Insulation z 0 N required from top of 00 slab to bottom of o 0 footing � w I--I 0 LL owz aJo (J) Q � w w z CD q Q N J (� Q City of Arlington Building Department SLAB OPTION APPROVED Kevin Olander - 06/06/2025 10 OF 14 No changes authorized unless approved by May 23, 2025 the Building Official i VENT PIPE TO END OF RUN M oC cv z000 O 0 • _!2' PE X Q I I--I J w Q I--I I--I LL 1/2" PIEx B 0 LU z Q J O TOILET Ul Q � DELETE P-TRAP Eu LW _ (D Q N J LONG TURN TEE WYE p� 112~ PEx a FITTING U) r--s Q - SAN TEE 112• PExe SAN TEE SINK PLUMBING DRAIN 11 OF 14 POSSIBLE 3" TO MATCH EXISTING 1/2" PEX B City of Arlington Building Department May 23, 2025 SHOWER DRAIN APPROVED SHOWER P-TRAP Kevin Olander - 06/06/2025 No changes authorized unless approved by the Building Official EXISTING WALL rl DC N Z 0 N 00 O 0 0) W_ Q 0 LL 0 J Z Q (JO APPROX LOCATION OF BORE THROUGH THE EXISTING STEM WALL FOR DRAIN PLUMBING Ln Q GOING FROM EXISTING BATHROOM ADDITION ju LLJ (D Q N J City of Arlington Building Department PLUMBING APPROVED Kevin Olander - 06/06/2025 CONT 12 OF 14 No changes authorized unless approved by the Building Official May 23, 2025 r. IAi•- ( ) L sir V "+ SOUTH ELEVATION N 1 4„ _ 1 , z 0 N o / 00 00 �v � wQ 0 LL o Jz QUO ur) Q � w w (D Q N J TOP VIEW - - - - � SCALE 1/2" = 1' MECHANICAL City of Arlington Building Department 13 OF 14 APPROVED �Y Kevin Olander - 06/06/2025 No changes authorized unless approved by May 23, 2025 the Building Official C II■I■I■III■I■I■I■I■I■I■II II■I■I�III■II \I■I■I■I■II II■I■I�IIII \I■I■I■II �"` II�II�I►' \I�I�II Z Q JL, N S O C O �LL , EZZ86 VM NOIE) NI-1'*dV o - � - NOIIIC] ad S ,DE)V-LS T �L L o 0 C d Cfl a m � W Q T O -TE a� C7 D 0 cd To as a, CO N10 p o z O w E:l VO4 'z tD 00 w O zEn M vl 1--I X W 0 Ln o t C) m O - N ' w zo *� n O o QU QD Q T: Lo = o a Z ou5 0 N 119 I£ o o � m O` O Z Qo O n � ~ HS 0£OZ OX ObOb XO ObObC) - 1 Q �-- oz y i „zElcT T „9T/L Z ,ZT 1 City of Arlington ` Building Department APPROVED `k o Kevin Olander - 06/25/2025 No changes authorized unless approved by the Building Official � r i I I i Lop i Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 A01 California Girder 1 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:04 Page:1 I D:hKiksNyKT2DnV90CK5XCy8yyA73-QTW L6?KPVfPbW VHCsRyU?438gx53oTM3FgSXtzyy9yF 8-0-0 12-1-1 1,-1-6-01, 4-1-12 1, 7-10-15 12-0-0 15-10-4 20-0-0 .21-6-0 1-6-0 4-1-12 3-9-3 4-0-0 3-9-3 4-1-12 1-6-0 0-1-1 0-1-1 5x10� 8x10� City of Arlington C 12 21 Building Department tO 5 F 4 8 19 2 5 APPROVED n M 0 Kevin Olander-07/30/2025 3x4 T2 3x4c No changes authorized unless approved by 3 622 the Building Official v v N M c7 1 1 v 2 7 23 0-4-11-- 11700 nn 1 111 8 191 24 12 25 11 26 27 28 10 29 9 30 &12c 2x4ii 4x4= 4x8= 2x4ii 5x12c NAILED NAILED LUS24 NAILED NAILED NAILED LUS24 NAILED NAILED 4-1-12 7-1-4 12-10-12 15-10-4 20-0-0 Scale=1:53.2 4-1-12 2-11-8 5-9-8 2-11-8 4-1-12 Plate Offsets(X,Y): [2:0-4-3,0-3-0],[7:0-4-3,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.25 10-11 >953 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.34 10-11 >698 180 TCDL 8.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.10 7 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MS BCDL 7.0 Weight:107 lb FT=20% LUMBER 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate Vert:12=-35(F),9=-35(F),18=-538,19=-293, TOP CHORD 2x4 HF-N No.1/No.2*Except*T2:2x6 DF SS DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; 20=-538,24=-180(F),25=-641 (F),26=-78(F), BOT CHORD 2x6 DF SS Ce=1.0;Cs=1.00;Ct=1.10 27=-82(F),28=-78(F),29=-641 (F),30=-180(F) WEBS 2x4 DF Stud 3) Unbalanced snow loads have been considered for this design. BRACING TOP CHORD Structural wood sheathing directly applied or 4) This truss has been designed for greater of min roof live oc purlins,except load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on 1-ruct 10-oc purlins(2-10-9 max.):4 overhangs non-concurrent with other live loads. 2- -5. BOT CHORD Rigid ceiling directly applied or -5. oc 5) Provide adequate drainage to prevent water ponding. racing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 7) *This truss has been designed for a live load of 20.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection,in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. REACTIONS (lb/size) 2=2558/0-5-8,(min.0-4-12), 8) All bearings are assumed to be HF No.2. 7=2558/0-5-8,(min.0-4-12) 9) Provide mechanical connection(by others)of truss to Max Horiz 2=41(LC 49) bearing plate capable of withstanding 240 lb uplift at joint Max Uplift 2=-240(LC 10),7=-237(LC 11) 2 and 237 lb uplift at joint 7. Max Graft 2=2901 (LC 31),7=2904(LC 31) 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 bottom chord. (lb)or less except when shown. 11) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d TOP CHORD 2-3=-6283/524,3-4=-5719/480, Truss,Single Ply Girder)or equivalent spaced at 7-10-8 4-18=-5129/439,18-19=-5128/439, oc max.starting at 6-0-12 from the left end to 13-11-4 to 19-20=-5127/439,20-21=-5125/439, connect truss(es)JG01 (1 ply 2x4 HF-N)to front face of 5-21=-5125/439,5-6=-5581/461, bottom chord. 6-22=-6174/515,7-22=-6272/509 12)Fill all nail holes where hanger is in contact with lumber. BOT CHORD 2-24=-477/5755,12-24=-477/5755, 13)"NAILED"indicates 3-10d(0.148"x3")or 3-12d 12-25=-477/5755,11-25=-477/5755, (0.148"x3.25')toe-nails per NDS guidlines. 11-26=-411/5223,26-27=-411/5223, 14)Hanger(s)or other connection device(s)shall be 27-28=-411/5223,10-28=-411/5223, provided sufficient to support concentrated load(s)637 lb 10-29=-427/5742,9-29=-427/5742, down and 135 lb up at 7-11-11,and 358 lb down and 59 9-30=-427/5742,7-30=-427/5742 lb up at 10-0-0,and 637 lb down and 134 lb up at WEBS 3-12=-23/365,3-11=-485/74,4-11=-1 2/928, 12-0-5 on top chord. The design/selection of such 4-10=-256/53,5-10=-19/1121,6-10=-707/92, connection device(s)is the responsibility of others. 6-9=-22/342 15)In the LOAD CASE(S)section,loads applied to the face NOTES of the truss are noted as front(F)or back(B). 1) Wind:ASCE 7-16;Vult=110mph(3-second gust) LOAD CASE(S) Standard Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate 11;Exp B;Enclosed;MWFRS(envelope)exterior zone; Increase=1.15 cantilever left and right exposed;end vertical left and Uniform Loads(lb/ft) right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Vert:1-4=-66,4-5=-66,5-8=-66,2-7=-14 Concentrated Loads(lb) Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 A02 Common 2 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:05 Page:1 ID:OFIWzo3c66UMii97vgYMFyyA6v-r2BTk1 MHnan9NzOnYZVBdihmn997?prVxehCTuyy9yC 1,-1-6-0 1, 5-3-14 10-0-0 14-8-2 20-0-0 [21-6-0 1-6-0 5-3-14 4-8-2 4-8-2 5-3-14 1-6-0 4x6= 12 4 5 r City of Arlington Building Department 2X4o 17 ]>1 o APPROVED 3 5 Kevin Olander-07/30/2025 N.­ne -ft,ed unl:epp—d by m 16 19 mea adoyo ciai v `f 15 20 2 6 1 7 8 3x6 o 3x8= 3x6a Scale=1:50.9 10-0-0 l 10-0-0 Plate Offsets(X,Y): [2:0-3-0,0-1-8],[6:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.15 8-14 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.28 8-14 >873 180 TCDL 8.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.04 6 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MS BCDL 7.0 Weight:75 lb FT=20% LUMBER 4) This truss has been designed for greater of min roof live TOP CHORD 2x4 HF-N No.1/No.2 load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on BOT CHORD 2x4 HF-N No.1/No.2 overhangs non-concurrent with other live loads. WEBS 2x4 DF Stud 5) This truss has been designed for a 10.0 psf bottom BRACING chord live load nonconcurrent with any other live loads. TOP CHORD Structural wood sheathing directly applied or 6) *This truss has been designed for a live load of 20.Opsf 4-ruc Structural pwood. on the bottom chord in all areas where a rectangle BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3-06-00 tall by 2-00-00 wide will fit between the bottom bracin chord and any other members. 7) All bearings are assumed to be HF No.2. MiTek recommends that Stabilizers and 8) Provide mechanical connection(by others)of truss to required cross bracing be installed during bearing plate capable of withstanding 69 lb uplift at joint truss erection,in accordance with Stabilizer 2 and 69 lb uplift at joint 6. Installation guide. LOAD CASE(S) Standard REACTIONS (lb/size) 2=899/0-5-8,(min.0-1-9), 6=899/0-5-8,(min.0-1-9) Max Horiz 2=-54(LC 13) Max Uplift 2=-69(LC 12),6=-69(LC 13) Max Grav 2=952(LC 19),6=952(LC 20) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. TOP CHORD 2-15=-1702/186,15-16=-1674/187, 3-16=-1601/201,3-17=-1139/130, 4-17=-1064/141,4-18=-1064/141, 5-18=-1139/130,5-19=-1601/201, 19-20=-1674/187,6-20=-1702/186 BOT CHORD 2-8=-115/1546,6-8=-115/1546 WEBS 4-8=-5/533,5-8=-648/126,3-8=-648/126 NOTES 1) Wind:ASCE 7-16;Vult=11 Omph(3-second gust) Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-0-0,Exterior(2R)7-0-0 to 13-0-0,Interior(1)13-0-0 to 18-6-0,Exterior(2E)18-6-0 to 21-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C- C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 J01 Jack-Open 2 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:05 Page:1 ID:jRjR37FS_X7QFurLmmlvP7yyAAY-r2BTklMHnan9NzOnYZVBdihpJ91H?uyVxehCTuyy9yC 2-0-0 -1-6-0 1-10-15 1-6-0 1-10-15 0-1-1 5 F2 3 2 1 00 0-4-EZ- B1 0-3- 1 4 City of Arlington Building Department APPROVED 3x4= Kevin Olander-07/30/2025 No changes authored unless approved by the Building--i 2-0-0 Scale=1:33.7 Plate Offsets(X,Y): [2:0-0-6,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 4-7 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 4-7 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MP BCDL 7.0 Weight:7 lb FT=20% LUMBER 7) All bearings are assumed to be HF No.2. TOP CHORD 2x4 HF-N No.1/No.2 8) Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 HF-N No.1/No.2 9) Provide mechanical connection(by others)of truss to BRACING bearing plate capable of withstanding 37 lb uplift at joint TOP CHORD Structural wood sheathing directly applied or 2,5 lb uplift at joint 4 and 9 lb uplift at joint 3. 2-0-0 oc purlins. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=214/0-5-8,(min.0-1-8),3=32/ Mechanical,4=6/Mechanical Max Horiz 2=35(LC 12) Max Uplift 2=-37(LC 8),3=-9(LC 12),4=-5 (LC 18) Max Grav 2=302(LC 19),3=44(LC 19),4=25 (LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. NOTES 1) Wind:ASCE 7-16;Vult=11Omph(3-second gust) Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 J02 Jack-Open 2 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:06 Page:1 I D:BdHpGTG4lq FGs2PXKTZ9yKyyAAX-J ElrxN NvYuvO?7bz5G 1 Q9wE_uZcpkLCf91QlOLyy9yB -1-6-0 2-0-0 3-10-15 1-6-0 2-0-0 1-10-15 12 3 5r 1 (4 2 a 0-4-1 131 1 4 3x4= City of Arlington Building Department APPROVED Kevin Olander-07/30/2025 No changes authorized unless approved by the Building Official 2-0-0 Scale=1:28.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 4-7 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.01 4-7 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0' Code IRC2021/TP12014 Matrix-MP BCDL 7.0 Weight:10 lb FT=20% LUMBER 8) Refer to girder(s)for truss to truss connections. TOP CHORD 2x4 HF-N No.1/No.2 9) Provide mechanical connection(by others)of truss to BOT CHORD 2x4 HF-N No.1/No.2 bearing plate capable of withstanding 28 lb uplift at joint BRACING 3,34 lb uplift at joint 2 and 8 lb uplift at joint 4. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=240/0-5-8,(min.0-1-8),3=87/ Mechanical,4=53/Mechanical Max Horiz 2=56(LC 12) Max Uplift 2=-34(LC 8),3=-28(LC 12),4=-8 (LC 12) Max Grav 2=359(LC 19),3=133(LC 19), 4=75(LC 19) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 (Ib)or less except when shown. NOTES 1) Wind:ASCE 7-16;Vult=11 Omph(3-second gust) Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be HF No.2. Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 J03 Jack-Open 2 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:06 Page:1 ID:BdHpGTG4lgFGs2PXKTZ9yKyyAAX-JElrxNNvYuvO?7bz5G1Q9wEw?ZXnkLCf91QlOLyy9yB -1-6-0 2-0-0 5-10-15 1-6-0 2-0-0 3-10-15 3 512 � 1 v Cl) 2 04-:17� 131 1 4 3x6 o City of Arlington Building Department APPROVED Kevin Olander-07/30/2025 No cba autl m d unless appro by B.Ildhe-1.1 2-0-0 Scale=1:31 Plate Offsets(X,Y): [2:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.01 4-7 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.02 4-7 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MP BCDL 7.0 Weight:13 lb FT=20% LUMBER 7) All bearings are assumed to be HF No.2. TOP CHORD 2x4 HF-N No.1/No.2 8) Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 HF-N No.1/No.2 9) Provide mechanical connection(by others)of truss to BRACING bearing plate capable of withstanding 44 lb uplift at joint TOP CHORD Structural wood sheathing directly applied or 3,27 lb uplift atjoint 2 and 37lb uplift atjoint 4. 2-0-0 oc purlins. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=235/0-5-8,(min.0-1-8),3=137/ Mechanical,4=141/Mechanical Max Horiz 2=78(LC 12) Max Uplift 2=-27(LC 8),3=-44(LC 12),4=-37 (LC 12) Max Grav 2=280(LC 19),3=210(LC 19), 4=226(LC 19) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. NOTES 1) Wind:ASCE 7-16;Vult=11Omph(3-second gust) Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 J04 Jack-Open 2 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:06 Page:1 ID:FWhUQbRUCR88AL3Qi7Kg3VyyAAI-JElrxNNvYuvO?7bz5G1 Q9wEwBZTpkLCf91QlOLyy9yB -1-6-0 1-10-15 8-0-0 1-6-0 1-10-15 6-1-1 12 5r 3 v 2 ob 0-4 B1 0-3 1 8 9 10 4 3X8 G city of Arlington Building Department APPROVED Kevin Olander-07/30/2025 No changes authon_d unless approved by NAILED NAILED NAILED he Building ORcial 8-0-0 Scale=1:28.1 Plate Offsets(X,Y): [2:0-2-15,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.18 4-7 >524 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.27 4-7 >356 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MP BCDL 7.0 Weight:15 lb FT=20% LUMBER 7) All bearings are assumed to be HF No.2. TOP CHORD 2x4 HF-N No.1/No.2 8) Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 HF-N No.1/No.2 9) Provide mechanical connection(by others)of truss to BRACING bearing plate capable of withstanding 10 lb uplift at joint TOP CHORD Structural wood sheathing directly applied or 3,49 lb uplift at joint 2 and 10 lb uplift at joint 4. 8-0-0 oc purlins. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d BOT CHORD Rigid ceiling directly applied or 10-0-0 oc (0.148"x3.25')toe-nails per NDS guidlines. racing. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MiTek recommends that Stabilizers and LOAD CASE(S) Standard required cross bracing be installed during 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate truss erection,in accordance with Stabilizer Increase=1.15 Installation guide. Uniform Loads(lb/ft) REACTIONS (lb/size) 2=154/0-5-8,(min.0-1-8),3=256/ Vert:1-3=-66,4-5=-14 Mechanical,4=194/Mechanical Concentrated Loads(lb) Max Horiz 2=34(LC 12) Vert:8=1 (B),9=-61 (B),10=-212(B) Max Uplift 2=-49(LC 29),3=-10(LC 12), 4=-10(LC 13) Max Grav 2=241 (LC 19),3=266(LC 19), 4=194(LC 20) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. NOTES 1) Wind:ASCE 7-16;Vult=11Omph(3-second gust) Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 J05 Jack-Open 2 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:06 Page:1 ID:BdHpGTG4lgFGs2PXKTZ9yKyyAAX-JElrxNNvYuvO?7bz5G1Q9wEyyZZwkLCf91QlOLyy9yB -1-6-0 3-10-15 8-0-0 1-6-0 3-10-15 4-1-1 12 5r 3 1 CO 2 a 0-4-:1Z_ B1 0-3-8 1 4 4x4= City of Arlington Building Department APPROVED Kevin Olander-07/30/2025 No changes aulhonzed unless approved by the Building Official Scale=1:29.7 Plate Offsets(X,Y): [2:0-0-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.11 4-7 >865 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.19 4-7 >494 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MP BCDL 7.0 Weight:17 lb FT=20% LUMBER 8) Refer to girder(s)for truss to truss connections. TOP CHORD 2x4 HF-N No.1/No.2 9) Provide mechanical connection(by others)of truss to BOT CHORD 2x4 HF-N No.1/No.2 bearing plate capable of withstanding 18 lb uplift at joint BRACING 3 and 23 lb uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 8-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=292/0-5-8,(min.0-1-8),3=125/ Mechanical,4=47/Mechanical Max Horiz 2=56(LC 12) Max Uplift 2=-23(LC 12),3=-18(LC 12) Max Grav 2=423(LC 19),3=178(LC 19), 4=106(LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. NOTES 1) Wind:ASCE 7-16;Vult=11 Omph(3-second gust) Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be HF No.2. Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 J06 Jack-Open 2 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:07 Page:1 ID:BdHpGTG4lgFGs2PXKTZ9yKyyAAX-nQJE9iOXJC1tdGA9f_Yfi7n00yg8ToRo0yAIYnyy9yA I 8-0-0 -1-6-0 L 7-10-15 1-6-0 7-10-15 0-1-1 3 512 10 City of Arlington Building Department APPROVED 9 Kevin Olander-07/30/2025 No changes aWhonzed unless approved by N 8 the Building Official V 2 0-4-1:t- 1 B1 0-3-- 4 3x6 o 8-0-0 Scale=1:40.2 Plate Offsets(X,Y): [2:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.26 4-7 >364 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.40 4-7 >237 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MP BCDL 7.0 Weight:24 lb FT=20% LUMBER 7) All bearings are assumed to be HF No.2. TOP CHORD 2x4 DF 240OF 2.0E 8) Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 HF-N No.1/No.2 9) Provide mechanical connection(by others)of truss to BRACING bearing plate capable of withstanding 50 lb uplift at joint TOP CHORD Structural wood sheathing directly applied or 3 and 36 lb uplift at joint 2. 6-0-0 oc purlins. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=423/0-5-8,(min.0-1-8),3=228/ Mechanical,4=77/Mechanical Max Horiz 2=94(LC 12) Max Uplift 2=-36(LC 12),3=-50(LC 12) Max Grav 2=506(LC 19),3=342(LC 19), 4=120(LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. NOTES 1) Wind:ASCE 7-16;Vult=11 Omph(3-second gust) Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-7-4,Exterior(2R)3-7-4 to 7-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C- C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 J07 Jack-Open 1 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:07 Page:1 ID:fprBUpHiV8N7UC_ktB40VYyyAAW-nQJE9iOXJC1 tdGA9f_Yfi7nzHyq RToRoOyAlYnyy9yA -1-6-0 8-0-0 9-10-3 1-6-0 8-0-0 1-10-3 4 3 5r 11 12 CP 10 ROVED City of Arlington Building o � Kevin Olander-07/30/2025 No changes au honied unless approved by 9 the Building Official 2 B1 5 3x6 o 8-0-0 Scale=1:39.7 Plate Offsets(X,Y): [2:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.27 5-8 >359 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -0.42 5-8 >225 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MP BCDL 7.0 Weight:27 lb FT=20% LUMBER 6) *This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or on the bottom chord in all areas where a rectangle 2x4 DF-N 180OF 1.6E 3-06-00 tall by 2-00-00 wide will fit between the bottom BOT CHORD 2x4 HF-N No.1/No.2 chord and any other members. BRACING 7) All bearings are assumed to be HF No.2. TOP CHORD Structural wood sheathing directly applied or 8) Refer to girder(s)for truss to truss connections. 2-2-0 oc purlins. 9) Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate at joint(s)3. racing. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint MiTek recommends that Stabilizers and (s)4,2,3. required cross bracing be installed during 11)Beveled plate or shim required to provide full bearing truss erection,in accordance with Stabilizer surface with truss chord at joint(s)3. Installation guide. LOAD CASE(S) Standard REACTIONS All bearings 0-1-8.except 2=0-5-8,3=0-1-8 (lb)- Max Horiz 2=109(LC 12) Max Uplift All uplift 100(lb)or less at joint(s) 2,3,4 Max Grav All reactions 250(lb)or less at joint (s)4,5 except 2=471 (LC 19), 3=416(LC 19) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. NOTES 1) Wind:ASCE 7-16;Vult=110mph(3-second gust) Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-6-8,Exterior(2R)5-6-8 to 9-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C- C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 JG01 Roof Special 2 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:07 Page:1 I D:BdHpGTG4lgFGs2PXKTZ9yKyyAAX-nQJ E9iOXJC1 tdGA9f_Yfi7n3FytlTmboOyAlYnyy9yA -1-6-0 6-0-0 8-0-0 1-6-0 6-0-0 2-0-0 BuCity of Arlington d ngDepartment APPROVED 4x6 Kevin Olander-07/30/2025 3x6 n No changes authorized unless approved by M 12 3 4 the Building Official d M 5 r 0- -13 c14 o T2 v v 10 1 1 2 3 v 4? m cD m "? N N N C0 2 0-4 B1 5 1 6 3x6= 2x4 ii 3x4= 5-6-1 8-0-0 5-6-1 2-5-15 Scale=1:29.6 Plate Offsets(X,Y): [2:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.06 6-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.09 6-9 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 5 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MP BCDL 7.0 Weight:32 lb FT=20% LUMBER 5) Provide adequate drainage to prevent water ponding. TOP CHORD 2x4 HF-N No.1/No.2 6) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 HF-N No.1/No.2 chord live load nonconcurrent with any other live loads. WEBS 2x4 DF Stud 7) *This truss has been designed for a live load of 20.Opsf BRACING on the bottom chord in all areas where a rectangle TOP CHORD Structural wood sheathing directly applied or 3-06-00 tall by 2-00-00 wide will fit between the bottom 6-0-0 oc purlins, except end verticals,and chord and any other members. 2-0-0 oc purlins:3-4. 8) All bearings are assumed to be HF No.2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9) Refer to girder(s)for truss to truss connections. racing. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint MiTek recommends that Stabilizers and 4,63 lb uplift at joint 2 and 53 lb uplift at joint 5. required cross bracing be installed during 11)Graphical purlin representation does not depict the size truss erection,in accordance with Stabilizer or the orientation of the purlin along the top and/or Installation guide. bottom chord. REACTIONS (lb/size) 2=505/0-5-8,(min.0-1-8),4=123/ 12)Gap between inside of top chord bearing and first Mechanical,5=444/Mechanical diagonal or vertical web shall not exceed 0.500in. Max Horiz 2=71(LC 11) 13)Hanger(s)or other connection device(s)shall be Max Uplift 2=-63(LC 12),4=-27(LC 9),5=-53 provided sufficient to support concentrated load(s)416 lb (LC 12) down and 140 lb up at 5-11-11 on top chord. The 720(LC 30),4=164(LC 29), design/selection of such connection device(s)is the Max Grav 2= 5=720(LC 30) responsibility of others. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate (lb)or less except when shown. TOP CHORD 2-10=-683/67,3-10=-575/78 UniformIncreas Loa 5 BOT CHORD 2-6=-57/536,5-6=-59/526 Uniform Loads(Ib/ft) WEBS 3-5=-748/101 Vert:1-3=-66,3-4=-66,5-7=-14 Concentrated Loads(lb) NOTES 1) Wind:ASCE 7-16;Vult=110mph(3-second gust) Vert:11=-344 Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. 11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. Job Truss Truss Type Qty Ply I Chinook Lumber Inc J1185779 JR01 Corner Rafter 2 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:07 Page:1 ID:ji FsdxS7zlG?nVecGgrvciyyAAH-nQJE9iOXJC1 tdGA9f_Yfi7n 1 ly_DToRoOyAlYnyy9yA -2-1-7 8-4-5 14-0-3 2-1-7 8-4-5 5-7-14 Special 3.541? NAILED Special 5 NAILED Special 4 Special 3 0 8 d6 7 o V 6 3x6 2 4x4 0-4-1 4x4, City of Arlington 1 Building Department 4x4- APPROVED 3x6= Kevin Olander-07/30/2025 No changes authorized unless approved by the Building Official 8-5-13 8-4-5 11-4-12 8-4-5 2-10-15 Scale=1:44.5 0-1-8 Plate Offsets(X,Y): [2:0-1-2,Edge],[2:2-0-4,0-1-10],[2:4-2-6,0-1-10],[3:0-2-10,8-4-11],[3:6-4-9,0-1-10] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.21 2-3 >487 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.29 2-3 >351 180 TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0* Code IRC2021/TP12014 Matrix-MP BCDL 7.0 Weight:32 lb FT=20% LUMBER 8) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 HF-N No.1/No.2 bearing plate atjoint(s)3,4. BRACING 9) Provide mechanical connection(by others)of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 100 lb uplift at joint 6-0-0 oc purlins. 2,99 lb uplift at joint 3 and 122 lb uplift at joint 4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 10)Beveled plate or shim required to provide full bearing racing. surface with truss chord at joint(s)3,4. 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d MiTek recommends that Stabilizers and (0.148"x3.25")toe-nails per NDS guidlines. required cross bracing be installed during 12)Hanger(s)or other connection device(s)shall be truss erection,in accordance with Stabilizer provided sufficient to support concentrated load(s)166 lb Installation guide. down and 52 lb up at 8-5-6,and 298 lb down and 52 lb REACTIONS (lb/size) 2=592/0-7-6,(min.0-5-13), up at 11-3-5 on top chord. The design/selection of such 3=529/0-2-2,(min.0-1-8), connection device(s)is the responsibility of others. 4=607/0-2-2,(min.0-1-8) 13)In the LOAD CASE(S)section,loads applied to the face Max Horiz 2=127(LC 6) of the truss are noted as front(F)or back(B). Max Uplift 2=-100(LC 6),3=-99(LC 10), LOAD CASE(S) Standard 4=-122(LC 7) 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Max Grav 2=594(LC 16),3=531(LC 16), Increase=1.15 4=724(LC 16) Uniform Loads(lb/ft) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 Vert:1-5=-66 (lb)or less except when shown. Concentrated Loads(lb) NOTES Vert:3=-117(B),4=-249(F),6=-172(F),7=-125 1) Wind:ASCE 7-16;Vult=110mph(3-second gust) (F=-84,B=-41) Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be HF No.2. 7) Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Job Truss Truss Type Qty Ply Chinook Lumber Inc J1185779 Z JOIST 22 1 Job Reference(optional) The Truss Company,Burlington,WA,98233,Tamara Klein Run:25.10 S Jun 12 2025 Print:25.1.0 S Jun 12 2025 MiTek Industries,Inc.Mon Jul 14 09:21:08 Page:1 ID:LKnY86g13Npfir26XxX7duyyA?g-FctcM2OA4V9kEQIMDh3uELJMMMJ7CFhxdcvs4Dyy9y9 1-10-6 City of Arlington Building Department RI B1 APPROVED 0-3- Kevin Olander-07/30/2025 No changes authorized unless approved by the Building Official 2 1 1-10-6 Scale=1:21.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL) 0.00 1-2 >999 240 (Roof Snow=25.0) Plate Metal DOL 0.90 BC 0.02 Vert(CT) 0.00 1-2 >999 180 TCDL 8.0 Lumber DOL 0.90 WB 0.00 Horz(CT) n/a - n/a n/a BCLL 0.0* Rep Stress Incr YES Matrix-MP BCDL 7.0 Code IRC2021/TPI2014 Weight:2 lb FT=20% LUMBER TOP CHORD BOT CHORD 2x4 HF-N No.1/No.2 BRACING BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=13/0-3-8,(min.0-1-8), 2=13/0-3-8,(min.0-1-8) Max Grav 1=31 (LC 3),2=31 (LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 (lb)or less except when shown. NOTES 1) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=;Ct=1.10 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be HF No.2. LOAD CASE(S) Standard Permit#: 6486 Permit Date: 05/09/25 Permit Type: RESIDENTIAL ADDITION Project Name: Atkins Applicant Name: Jeff Atkins Applicant Address: 7721 Eaglefield Dr Applicant, City, State, Zip: ARLINGTON Contact: Jeff Phone: 4254786415 Email: atkii913@gmail.com Scope of Work: 240 sq ft addition bed/bath Valuation: 40000.00 Square Feet: 240 Number of Stories: 1 Construction Type: VA Occupancy Group: R-1; Residential ID Code: Permit Issued: 06/06/2025 Permit Expires: 03/17/2026 Form Permit Type: RESIDENTIAL ADDITION Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ATKINS 100 SINGLE 00865900005800 7721 EAGLEFIELD DR FAMILY JEFFREY/LINDA RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License HOME OWNER OWNER Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 01/06/2026 R20. 01/07/2026 01/07/2026 BUILDING Approved ADDITION/ALTERATION FINAL 12/04/2025 R06.SHEARWALL 12/05/2025 12/05/2025 BUILDING Approved 11/20/2025 Rll.INSULATION 11/21/2025 11/21/2025 BUILDING Approved He would like a time after 11/18/2025 R0T PLUMBING 3.He also wants framing 11/19/2025 CED INSPECTOR Assigned ROUGH-IN inspection at the same time. LM to let them know it would be Wednesday also wants Plumbing 11/18/2025 R10.FRAMING rough in at same time. 11/19/2025 CED INSPECTOR Assigned Call him if you are wanting to come earlier than 3-he can head that way 09/17/2025 R02.1 FOOTING 09/18/2025 09/18/2025 BUILDING Completed DRAINS/DOWNSPOUTS 09/17/2025 R06.SHEARWALL 09/18/2025 09/18/2025 BUILDING Completed 08/01/2025 CO3. After 2:30 PM 08/04/2025 08/04/2025 BUILDING Approved FOUNDATION/SLAB R0T PLUMBING After 2:30.The 06/27/2025 ROUGH-IN homeowner will be home 06/30/2025 06/30/2025 BUILDING Approved at that time. Plan Reviews Date Review Type Description Assigned To Review Status 05/15/2025 RESIDENTIAL ADDITION Approved with red-lines of required conditions BUILDING Approved with Conditions Tie gutters and downspouts into existing storm drainage system. 05/15/2025 RESIDENTIAL ADDITION It is the applicant/owner's responsibility to ensure that Development Approved with stormwater runoff from new/replaced impervious surfaces Services Manager Conditions will be managed on-site in a manner that does not adversely affect neighboring properties. 05/15/2025 RESIDENTIAL ADDITION No land use concerns. PLANNING Approved 05/15/2025 RESIDENTIAL ADDITION No comments,KS&LT PW-ADMIN-GIS Approved 05/15/2025 RESIDENTIAL ADDITION No comments.Class 1.SB PW-SEW-REV Approved 05/15/2025 RESIDENTIAL ADDITION No comments,Timm PW-WAT-REV Approved 06/23/2025 RESIDENTIAL Plumbing revision in the bathroom of the addition BUILDING Approved PLUMBING 07/29/2025 RESIDENTIAL ADDITION Please review the engineered truss drawings. BUILDING Approved Fees Fee Description Notes Amount Building Plan Review Table 4-2 $529.65 Credit Card Service $15.89 Processing/Technology $25.00 Building Permit Table 4-1 $814.84 State Surcharge- 1st DU Residential- 1st Unit $6.50 Credit Card Service $25.39 Building Plan Review Table 4-2 $150.00 Credit Card Service $4.50 Total $1,571.77 Attached Letters Date Letter Description 06/06/2025 Building Permit 05/09/2025 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 05/13/2025 Jeffrey Atkins 231258871 Hannah Hardwick $15.89 05/13/2025 XBP Conf: $529.65 231258871 06/05/2025 Linda Atkins 233418601 Hannah Hardwick $25.39 06/05/2025 XBP Con£ $846.34 233418601 06/25/2025 Jeffrey Y 235346567 $4.50 06/25/2025 XBP Conf: $150.00 235346567 Outstanding Balance $0.00 Notes Date Note Created By: 05/14/2025 Homeowner will act as contractor.Need to get in Lieu of signed. Hannah Hardwick Uploaded Files Date File Name 08/04/2025 27636438-20250804 BLD6486 Approved Truss.pdf 06/23/2025 27006053-20250623 BLD6486 Revised Plans(I xdf 06/23/2025 27006054-20250623 BLD6486 Revised Plans(2),pdf 06/06/2025 26469543-2025 BLD6486 Issued Permit.pdf 05/28/2025 26137237-20250528 BLD6486 Revised Plans.pdf 05/15/2025 25974788-20250515 BLD6486 In Lieu of Contractor.pdf 05/09/2025 7facaa3ffde58065e3338de5babl5869 permit application.pdf 05/09/2025 edff52c69e6a9575e5a891653d2a17b7 permit document.pdf 0 LZU O z LL �a C a o z W 0 A02 � o c �Q 0 �- 0 O w .� E O v 61 A02 o o .� � o A01 � C\1 o �, � a3 NN Q J J 0 4! 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OWNER:Jeff/ Linda Atkins CONTRACTOR:Home Owner oB ADDRESS:7721 Eaglefield Dr OWNER ADDRESS:7721 Eaglefield Dr USE ofBUILDING: SFR PLAT NAME: VB R3 Description of work:Bed/ Bath addition LOT# PERMIT NO: BLD#6486 Sprinklered:NO CONDITIONS:See Permit DATE ISSUED:6/6/2025 TYPE GROUP DEPARTMENT INSPECTION DATE DATE PASS FAIL INITIALS FOOTING BUILDING FOUNDATION INSPECTION LINE UNDERFLOOR (360)403-3417 SHEARWALL PLUMBING (groundwork) GAS PIPING(groundwork) ROUGH PLUMBING ROUGH GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATING) ROOF DRAINAGE DEVELOPMENT STORM INFILTRATION SERVICES GRADING INSPECTION LINE CURB GUTTER&SIDEWALK (360)403-3417 LANDSCAPE DRIVEWAY SEWER INSPECTION SIDE SEWER LINE SEWER CLEANOUT/FINAL (360)403-3508 WATER INSPECTION WATER SERVICE INSPECTION LINE WATER SERVICE FINAL (360)403-3526 CROSS CONNECTIONFINAL (360)403-3417 FINAL INSPECTION All sections must be signed off prior to final inspection Electrical must be signed off prior to final inspection COMMENTS: