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Home My WebLink About18513 86th Dr Ne_BLD5667_2025 i Permit Packet Coversheet Community and Economic Development City of Arlington • 18204 591h Avenue NE • Arlington,WA 98223 • Phone (360)403-3551 Permit Number: BLD5667 Permit Type: Residential Single Family Address/Parcel: 18513 86th Dr Ne Completed (Month/Year): September 2024 Land Use ❑ Notice of Decision ❑ Bonding or Assignment of Funds ❑ Staff Report o Confidential Documents. Contact the ❑ Application City to obtain. ❑ Narrative ❑ Letters and Project Documents ❑ Legal Description ❑ Other: ❑ Vicinity Map ❑ Site Plan Civil ❑ Landscape Plan ❑ Issued Permit ❑ Complete Streets Checklist ❑ Application ❑ Traffic Impact Analysis ❑ Other Applications ❑ Snohomish County Traffic Mitigation Offer ❑ Construction Calculation Worksheet ❑ WSDOT Traffic Offer Form ❑ Approved Plans ❑ Tree Survey ❑ Review Comment Form ❑ Stormwater Drainage Report ❑ Letters and Project Documents ❑ Geotech Report ❑ Other Agency Permits ❑ Critical Area Evaluation Form ❑ Reports: ❑ SEPA Checklist o Drainage Report Pg: ❑ Public Notice Material o Stormwater Pg: ❑ Noticing and Related Documents o Geotech Pg: ❑ Water/Sewer Availability Certificate o All Other Reports ❑ Unanticipated Discovery Plan Form ❑ SEPA and Noticing Materials ❑ Aerial Photo of Site ❑ Inspections ❑ Proposed Building Materials ❑ As-Builts ❑ Lighting Plans and Lighting Cut Sheets ❑ Other: ❑ Color Elevations ❑ Design Matrix Building ❑ Plat Map ❑✓ Issued Permit ❑ Title Report ❑✓ Application ❑ Lot Closures ❑ Additional Applications ❑ Preliminary Civil Plans ❑✓ Approved Plans ❑ Archaeological Survey ❑✓ Site Plan o Confidential Documents. Contact the ❑ Letters and Project Documents City to obtain. ❑✓ Calculations ❑ Topography(Existing Conditions) ❑ Project Specification Manuals ❑ CC&R's ❑ Reports ❑ Deeds/Easements/Conveyances ❑ Certificate of Occupancy /Dedications ❑✓ Inspections ❑ Developer's Agreement ❑ Other: ❑ Recorded Copies Page 1 of 1 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 18513 86TH DR NE Permit#: 5667 Parcel#: PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:Construct SIR Valuation:539933.40 OWNER APPLICANT CONTRACTOR 1 BRIDGEMONT LLC Bridgemont LLC Robinett Homes,LLC 116 AVE C 116 Avenue C 116 Avenue C SNOHOMISH,WA 98290 Snohomish WA 98290 Snohomish,WA 98290 4254902205 425-490-2205 UC-602167298 EXP:01/312025 LIC:ROBINHI943IZ EXP:10492024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: f JOB DESCRIPTION PERMIT TYPE: RESIDENTIAL SINGLE FAMILY CODE YEAR: 2018 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: R-3;Residential BUILDINGS: OCC LOAD: PERMIT APPROVAL j 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 tie 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 irh 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 retrum form and coded City of Arlington#3101. �- 03/12l2024 Applicar t ignature Date Building Official Date See redlined drawings for additional requirements.Adliere to approved plans.Service elements are not allowed on the facade of the structure.Ali electrical(PUD),heatuig units,AC units,etc.are to be placed on the side or rear of the structure.Approved job copy 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 Tee Amount 03M 2024 Building Plan Review $3,347.07 03/12/2024 Processing/Technology $25,00 03/12/2024 Building Permit $5,148,86 03/12/2024 State Surcharge-1 st DU $6.50 03/12/2024 Park-CommunitySF $1,662.00 Total Due: $10,189.43 Total Payment: $10,189.43 Balance Due: $0.00 (AJ!FOR SPEC Call Call by 3:30 pnm for next dap inspection,allow 48 hours for Fur 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 INSPECTIONINFORMATION..::..._:::%:.:::c:.::;::.: <::::::.:....:::.::::::::. PasslFail RESIDENTIAL BUILDING PERMIT APPLICATION Connttunity attd>;cotioniic Developttaent 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 j ❑ Proof of approved Zoning Verification ❑ City of Arlington Residential Permit Application ❑✓ Site Plan ❑ Architectural Plans ❑� Structural Plans ❑✓ Structural Calculations ❑ Project Specification Manuals,if applicable ✓❑ WSEC Compliance Forms htt12s:J/waenergycodes.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: ❑ I 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 ❑Addition/Alteration ❑Accessory Structure IBC Construction Type: VA IBC Occupancy Type: R-3 2940 2 Building Square Footage: Number of Stories: _ Square Footage Per Floor: B: 15t: 1847 2nd: 1093 3rd: Garage: 720 Property Address: 18513 86th Drive NE Project Valuation: 425000 Lot#: 16 Parcel ID No.: 01223300001600 Preferred Contact: O Owner 9 Contractor Project construction of single family residence in the Bridgemont RB plat Scope of Work: Owner Name: Bridgemont LLC Home No.: Email Address: sarah@robinetthomes.eom Cell No.: Mailing Address: 116 Avenue C City: Snohomish) State: WA zip: 98290 Primary Contractor: Robinett Homes LLC Office No.: 4254902205 Email Address: sarah@robinetthomes.com Cell No.: _ Mailing Address: 116 Avenue C City: Snohomish State: WA Zip: 98290 W Contractor License Number: ROBINHL943LZ Expiration Date: 10-19-24 MECHANICAL SYSTEM.INF0R Q Not Applicable Type of Permit: ❑✓ New Installation ❑ Addition/Alteration/Repair ❑ Gas Piping Mechanical Contractor: unknown at this time Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: I,&l 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 RrV03.2022 Page 2 of 6 RESIDENTIAL BUILDING MECHANICAL PERMIT FEES(per unit) T e 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/M<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 15-30bp 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- 6 x $15.00 = 90 Fireplace/Insert/Stove 1 x $15.00 = 15 Forced Air Heat 5100 Btu 1z 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 1 x $25.00 - 25 Hot Water Heat Coils x $15.00 = Miscellaneous Appliance-regulated by x _ $15.00 = mechanical code,not otherwise specified Pkg.Units 5100btu x $25.00 = Pkg.Units>100btu x $50.00 = Range/Cook top-Gas Fired_ 1 x $15.00 = 15 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 1 x $15.00 = 15 Unit Heaters_<100 Btu h x $15.00 - Unit Heaters>100 Btu h x $25.00 = VAV 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 185 Inspection Fee $75.00 Processing/Technology Fee $25.00 Total 285 RGV03.2022 Page 3 of 6 RESIDENTIAL BUILDING GAS I'IP,ING 1<NFORMATI;ON © NotApp)C�cable Proposed Piping Material: O CSST O Brass O Galvanized Steel © Black Steel O Other Proposed Piping Size: D 1/2" O 5/s" O 3/4" 11 1" O 11/2" 11 2" Distance from Meter to furthest Appliance: 24' 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 G ' RESIDENTIAL BUILDING PLUMBING SYSTEM INFORMATION O Not°Applicable Type of Permit: ❑✓ New Installation ❑ Addition/Alteration/Repair Plumbing Contractor: unknown at this time 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" ❑ S/s" ❑ 3/4' ❑ 1" Cl CPVC ❑ Brass Cl PEX-AL-PEX 0 PEX Proposed Interior Piping Material: ❑ Copper O Galvanized Steel O Other Proposed Exterior Water Piping Size: ❑ 112" ❑ a/s" ❑ 3/4' 0 1" 011/2 O 2» ❑ PVC ❑Copper ❑ PEX-AL-PEX ❑ PEX-ALTE Proposed Exterior Piping Material: ❑ PE ❑ PEX ❑ Other Proposed Drain-Waste-Vent(DWV) 0 Schedule 40 ABS DWV ❑ Copper ❑ Galvanized Steel ❑ Cast Iron Material: ❑ Schedule 40 PVC DWV ❑ Brass O other: Proposed Drain-Waste-Vent.(DWV) ❑ 1/2" ❑ 5/s" ❑ 3/4" O 1" O 11/2" O 2„ ❑ 3" 04" Piping Size: PLUMBINGF RMITFEES(perfixture) Irype 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 1 x $15.00 = 15 Building Main Waste x $25.00 Clothes Washer 1 x $15.00 = 15 Dishwasher 1 x $15.00 - 15 Floor Drains x $15.00 = Grease Interceptor x $75.00 = Grease Trap _x $25.00 — Hose Bibb x $15.00 = 30 REV03.2022 Page 5 of 6 RESIDENTIAL BUILDING :'::.PLUMBING PERMIT,FEE r ure . .... ..:...................... .::....:. ..... ... ... .. _.. .. . ........:._... ....... ... Icemaker Reffi erator 1 x $15.00 W 15 Irrigation- per meter x $25.00 - Kitchen Sink&Disposal 1 x $15.00 - 15 Laundry Tray x $15.00 = _ Lavatory 4 x $15.00 = 60 Miscellaneous--regulated by plumbing code,not x $15.00 = otherwise specified Re-inspection Fee x $75A0 - Roof Drains x $15.00 Shower(only) 1 x $15.00 = 15 Sink bar,service,etc. 3 x $15.00 = 45 Toilets x $15.00 = Urinal x $15.00 - Vacuum Breakers x $25.00 Water Heater i x� $25.00 = 25 MODEL NO.: Water Heater-Tankless x $25.00 - MODEL NO.. Permit Fee 275 Inspection Fee $75.00 Processing/Technology Fee $25.00 Total 375 1 hereby certify that I am the ❑ 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. 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Single Family-New&°Additions'(effective February 1,2021) Version1.0 These requirements apply to all IRC building types, including detached one-and two-family dwellings and multiple single-family dwellings(townhouses). Project Information f Contact Information - —_ ..... __.... - ---- - .. ............ 2940 BRIDGEMONT Instructions:This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings:Table R402.1-Insulation and Fenestration Requirements by Component,Table R406.2-Fuel Normalization Credits and 406.3-Energy Credits. (Authorized Representative (bate i 1 Oil 8/2023 All Climate Zones(Table R402.1.1) I R Value a U Factor a Fenestration U-Factor b n/a 0 30 ...- - -.. _ .. .----------- . - ----- -- -- - ---... ......._._. ......._._...._..__.....__._. Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC bje n/a n/a _.._._...._._....----...._._..........- -....._.................._..- ---- --- ------- - .. _..- -- ------ - --- .._......._.-.__.._._.._..................._............................._......-- ..._._..- Ceiling a 49 0.026 Wood Frame Wall g" 21 int 0.056 Floor 30 0.029 ..._......._....__..._._.. .._.... ._.....-----------------......_...-....._...._......................... ---- Below Grade Wall c." —!---- -- 10/15/21 int+TB -- - 1 ..._....._...........-........_.....•_•.............0.042-- ------ --- _-__WTF_— ---__ i Slab R-Value& Depth 10,2 ft [- n/a - - - --- -..... --- - - R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavity that is less a than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. --- ------ - - --... ---._...._..._................_........ ---- ----- --._.-....._....._._......._.._.........._..._........... - -- -------------- b The fenestration U-factor column excludes skylights. "10/15/21+5TB"means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on I the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall."10/15/21+STB"shall be permitted to be met with R-13 cavity insulation on ' the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall."5TB" means R-5 thermal break between floor slab and basement wall. _ .._._.... ......_..._---- ---- - ----- - ---..-_._...._.._...._._..._...........__..._...._._.......__....__.._....._......._.._._...-..--- ------ -------................•........_._.._...._._._............_ d 1 R-10 continuous insulation Is required under heated slab on grade floors.See Section R402.2.9.1. For single rafter-or joist-vaulted ceilings,the insulation maybe reduced to R-38 if the full insulation depth e lextends over the top plate of the exterior wall. - --._.._- __...------------- --._.... R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter I f [slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used,it shall __imeet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400,log walls shall meet the requirements for g climate zone 5 of ICC 400. ......_.._ ......_..._.............--- - -- -- --._.._..._.... ._...._.. .----- ---- --- ._.._._....-- - -- -- ._.—...._.........•........... ... --- --._...._ Int.(intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center,78%of the wall cavity insulated and headers insulated with a minimum of R 10 ' insulation. i ....... ----- . - -.._..------------ ----- Prescriptive Path-Single Family 2018 Washington State Energy Code-R 1 2018 Washington State Energy Code--Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington :....:., i. Singie Family.Hew&Additions(effective i ebruary.3 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2(fuel normalization credits)and Table 406.3(energy credits)to achieve the following minimum number of credits.To claim this credit,the building permit drawings shall specify the option selected and the maximum tested building air leakage,and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit:3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit:6 credits All dwelling units that are not included in#1 or#3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet:1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table,review the details in Table 406.3(Single Family),on page 4. _.--- -------- --- ........_............. .._..--- Summary of Table R406.2 ._ ._............. -- Heating Credits-select ONE Fuel Normalization Descriptions heating option User Notes Options p ' 1 Combustion heating minimum NAECAb Q.Q L- -�--- ---- -- .. ... - - -- --- ' 2 1 Heat pump` 1.0- --�---- -- -...._._ .......__ _ . .. -- -- 3 Electric resistance heat only-furnace or zonal -1.0 4 DHP with zonal electric resistance per option 3.4 0.5 5 All other heating systems -1.0 Credits-select ONE Energy Energy Credit Option Descriptions energy option from each < Options category d_ -- -- - 1.1 Efficient Building Envelope 0.5 -- --- --...._-.._ ..._ -.. ..--- -------= 1.2 Efficient Building Envelope 1.0 ...�_ ._..- - - 1.3 Efficient Building Envelope 0.5 i 1.4 Efficient Building Envelope_-- 1.0 1.5 [Efficient Building Envelope 2.0 1.6 lEfficient Building Envelope - ------ _ --_3.0 - ------ -,.-----..._..._........._._._. ........_...._......_..__ L__ __....._.._......_..... 1.7 Efficient Building Envelope l 0.5 _ 2.1 iAir Leakage Control and Efficient Ventilation 0.5 ❑ --- .... .....---- - - -- - - 2.2 I Air_Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ ------ - -- .. .......... ---- -- -- --- - 2.4 Air.Leakage Control and Efficient Ventilation 2.0 ❑ ---- _._ .... .. .------ - 3.1a l High Efficiency HVAC 1.0 i _......_..._... 3.2 High Efficiency HVAC 1.0 -3.32 High_Efficiency_HVAC 1.5 € .._.............__..._........._..... _..._I_..._......__...--- -- 3.4 'High Efficiency.HVAC..._..- ---1.5---...._+..._..._._...._....._............... ------- -.._._ ......---------------- --3.5 High Efficiency HVAC--- 1.5 - _.�._._.....-...___....._.._.._. 3.68 High Efficiency HVAC 2.0 )� 41 High Efficiency HVAC Distribution System T 0.5 ❑ ---- -4.2 €High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path-Single Family 2018 Washington State Energy Code-R 2 2018 Washington State Energy Code-Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington : . -SmgieFamily=New&Additions(effective Febi`uary1;°2029) . ..'. ---------- -------.................................------ _ -- -- ---...___._..-..... ._........._..... -----.._._..................------ Summary of Table R406.2(cont.) .-.....-..._.........-- ----------- ._...._.. -- ---- -- -..._._....--- - - ---.............-- ----- ---......-.................-------_.....__........_........ —� Energy iCredits-select ONE Options Energy Credit Option Descriptions(cant.) energy option from User Notes p each category.._.__.__..-- 5.1d Efficient Water Heating ' - -- - -- -- -- g --- --- 0.5 ❑ 1 - - - - 5.2 Efficient Water Heating - I 0.5 5.3 Efficient Water Heating 1.0 ..................!......._....._....................----._._.....- -g- - _.......-----......._..._..._._..-------._._.........,.............._............._.. I 5.4 - Efficient Water Heating_..._.........._..---------........ ---..__......__.__ - 5.5 `Efficient Water Heating 2.0 _.._..._......._ ----------------- ....-- --- -..-....._...__.......---- -- 5.6 1 Efficient Water Heating_ - 2.5 --._._._.._ - -- -------- - __ --------......._........--- -------__ _ _ -- -_. 1 6.11 Renewable Electric Energy(3 credits max) 1.0 0 ------ - .......... .. --I---�--- 7.1 Appliance Package - -- s 0.5 _._._ ❑ Total Credits B.0 crl.. ot�1F cfear Fonn a, An alternative heating source sized at a maximum of 0.5 W/sf(equivalent)of heated floor area or 500 W, whichever is bigger,may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4)or C403.3.2(5) c. Equipment listed in Table C403.3.2(1)or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S.Option S.1 may be combined with options 5.2 through 5.6.See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually,up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. I. Use the single radiobutton In the upper right of the second column to deselect radfobuttons in that group. P1-ease print onl a ps;�f:throu.gh .pfi..tElis rtiol�ksheet for submission to your building official Yp g Prescriptive Path-Single Family 2018 Washington State Energy Code-R 3 Window, Skylight and Door Schedule Project Information Contact Information 2940 Bridgemont Width Height Ref. U-factor Qt. Feet inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) 1 0.01 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet 1„rh Feet inch Area UA ENTRY 0.28 2 1 ° 5 8'' 11.31 3.17 ENTRY 0.28 - 1 1 ° 6 ° 6.0 1.68 FLEX 0.28 1 6 ° 5 ° 30.0 8.40 GREAT ROOM 0.28 2 2 ° 5 0 20.0 5.60 GREAT ROOM 0.28 2 6 ° 6 ° 72.0 20.16 DINING 10.28 1 6 ° 8 ° 48.0 13.44 DINING 0.28=' 1 6 ° 6 ° 36.0 10.08 PRIMARY BED 0.28'' 1 8 ° 5 ° 40.0 11.20 PRIMARY'BED 0.28 1 6 ° : 2 ° `' 12.0 3.36 PRIMARY BATH 0.28 1 4 ° 5 ° 20.0 5.60 'POWDER 10.28 1' 2 ° 4 ° 8.0 2.24 STAIRS 0.28 1` 4 ° 5 ° 20.0 5.60 BEDROOM 2 0.28 = 1 6 ° 5 °' ' 30.0 8.40 BONUS 0.28 1 8 10 4 6 36.0 10.08 BONUS 0.28 2 2 ° 3 ° 12.0 3.36 BEDROOM 4 0.28 ` 1 6 ° 4 s 27.0 7.56 BEDROOM 3 0.28 '; 1 6 ° 4 ° 24.0 6.72 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 452.3 126.65 Vertical Fenestration Area Weighted U= UA/Area 1 0.28 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 a.00 Sum of Overhead Glazing Area and UA 0.0Ro .00 Overhead Glazing Area Weighted U= UA/Area .00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 452.31 126.65 Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This tool will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete 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 contact the WSU Energy Program at energycode@energy.wsu.edu or(360)956-2042 for assistance. Project Information Contact Information 2940 Bridgemont Heating System Type: 0 All otherSystems (A)Heat Pump To see detailed instructions for each section,place your cursor on the word'Instructions" Design Temperature Instructions - Design Temperature Difference(AT) 49 Everett Paine AFB AT=Indoor(70 degrees)-Outdoorposign Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2,940 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) _ 8.6 24,990 Glazing and Doors U-Factor X Area = UA Instructions i o a . 0.280 453 126.84 Skylights U-Factor X Area = UA Instructions 0.50 Insulation Attic U-Factor X Area = UA Instructions R49 w 0,026 1093 28.42 i Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-38 Vented 0.027 Above Grade Walls tsee Figure it U-Factor X Area UA Instructions 0.056 2,940 164.64 R-27 Intermediate � '� - 7 Floors U-Factor X Area UA Instructions 0.025 F 1847 46.18 Below Grade Walls(see Figure 1) I U-Factor X Area UA Instructions R-21 tnt '.i' enor � J 0.042 L .�......-. Slab Below Grade[see Figures) F-Factor X Length UA InstructionsL"-Efi _.._::.::_ .--...... . .... ...... .. jj No Slab aelou Grade in this project ♦+ 7 0.303 --- Slab on Grade(see Figure i) F-Factor X Length UA Instructions R-tO Fully Insulated '�'s 1 0.360 Location of Ducts Instructions ] Duct Leakage Coefficient No Duds J f u 1.00 Sum of UA 366.07 Envelope Heat Load 17,938 Btu/Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 13,225 Stu/Hour Volume x 0.6 x AT x 0.018 nnovetaa. Building Design Heat Load 31,162 Stu/Hour Airleakage+envelope heat loss emu,r Building and Duct Heat Load 31,162 Btu 1 Hour Ducts in unconditioned space:sum of building heat loss x 1.10 Ducts in conditioned space:sum of building heat loss x i Maximum Heat Equipment Output 38,953 Btu/Hour Building and duct heat lass x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump (07101113) i SITE PLAN FOR SCALE: 1" = 20' LOT 1, BRIDGEMONT RB -AFN#202212215003 — IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. — CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 20 0 o ` 186TH ST NE i LLJ N89'07'14"W 100.59' a Al < ° ° SIDEWALKS p o PROPOSED COVERED , ko �Q rl EASEMENT i / �� ` O a FRONT PORCH 9 a / I / / NQ�/ 58.0' Y 00 / ¢ 06, 58' 5 / \ w UTILITY [ EASEMENT \B-s ° <9 .n N I o0 6.0' 30' kp66 ,', So i W o 1 18528 86TH DRIVE NE o \ 2624 PLAN - ss-slue 8,334 SF N FOOTPRINT 9.5' 24' N I 12.0' 2,013 SF a 26.44'< a PROPOSED COVERED oe NLO o Z BACK PORCH ° d o < N l a ^o In N PROPOSED 2 e U 47' DRIVEWAY a d � °d N89'07'14"W 131.35' 58.0' �n so-sros�' 4p5.90 ° ii LEGEND: ® ® HEAT PUMP NOTES: I a �p, POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC —SS— SS LINE 116 AVENUE C 116 AVENUE C STUB STUB CITY OF TON. SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER ® WATER METER 4) SEWER SOURCE: PUBLIC - CITY OF ARLINGTON PHONE 425-490-2205 -6- FIRE HYDRANT 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR —SD— SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 1, PLAT OF 01223300000100 CB CATCH BASIN 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,013 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS: HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED 18528 86TH DRIVE NE TBC=405.7 7) TOTAL LOT SIZE: 8,334 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 06.2 MAXIMUM LOT COVERAGE. Z917 SF OR 35% 202212215003, RECORDS OF SITE AREA: 8,334 SF UPPER=416.2 GARAGE=4 .2 PROPOSED LOT COVERAGE:2,013 SF OR 24% SNOHOMISH COUNTY, WASHINGTON. SITE PLAN FOR SCALE. 1" = 20' LOT 2, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON V N89'07'14"W 131.35' so-SMS 4p5.90 ° Lo PM ED a 5 64.0' 25.04' 42' o ° d ° a a d° I I Q O I e e e a N ° PROPOSED o ° o I I I DRIVEWAY e d Z 7,879 SF � 24.56' 'm I o 6.5' 3 UTILITY < ° Q u I 18520 86TH DRIVE NE I o EASEMENT N 12.0' J. <n c 45' 2940 PLAN o "' ss-s>Ve o N CO v I I I FOOTPRINT o :1 Z a 2,735 SF N Z I PROPOSED COVERED 0 6.0' d" - I I BACK PORCH oN 24.63' ¢ •� N C) I 24' w ZW Oa .J A' � 61' 40.0' 30.27' a . �000 - - - - - - - -404 64.0' 4SD-STIUB� 'oboe X N89'07'14"W 131.30' C�le LEGEND: PROPOSED COVERED F HP I HEAT PUMP NOTES: FRONT PORCH 0 POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: —SS— SS LINE TO ON—SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC STUB STUB CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C ® WATER METER 3) WATER SOURCE. PUBLIC — CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER -6- FIRE HYDRANT 4) SEWER SOURCE. PUBLIC — CITY OF ARLINGTON PHONE 425-490-2205 SD LINE 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: CB CA TCH BASIN EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 2, PLAT OF 01223300000200 r-1 SIGN 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,735 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. THE PLAT THEREOF AS RECORDED 18520 86TH DRIVE NE HOUSE ELEVATIONS: 7) TOTAL LOT SIZE. 7,879 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 TBC=405.5 MAXIMUM LOT COVERAGE. 2,758 SF OR 3590 202212215003, RECORDS OF SI TE AREA: 7,879 SF GARAGE=406.0 PROPOSED LOT COVERAGE. 2,735 SF OR 35% SNOHOMISH COUNTY, WASHINGTON. UPPER=416.0 SITE PLAN FOR SCALE. 1" = 20' LOT 3, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON PROPOSED COVERED , ° I� FRONT PORCH A \ SD-STUB a �1 _ - - - - - - -404 — m soh o N89'07'14"W 131.30' In Z38.0' 68' 'no cn W \ \ 18512 86TH DRIVE NE n o I \ PROPOSED COVERED 8 25.04' o \ BACK PORCH 2808-A PLAN W (� \ FOOTPRINT 064 oSF ss-slue �_ \ ^r o UTILITY EASEMENT C) Lo o 6.0' N I ^' 7,8 77 SF S.o' N ° 24.51' Z Z 57 12.0' Lu ," a ° 5' � \ \ < C ° -2%� as I O \ ° PROPOSED I = a DRIVEWAY 69' a ° n 9 38.0' 24.03' N89'07'14"W 131.26' SD-STUB Ai ® 403.62 LEGEND: FH-P-1 HEAT PUMP NOTES: POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: —SS— SS LINE TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC STUB STUB CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ® WATER METER ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER -6- FIRE HYDRANT 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON PHONE 425-490-2205 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR SO LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: CB CATCH BASIN EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 3, PLAT OF 01223300000300 r-1 SIGN 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,064 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. THE PLAT THEREOF AS RECORDED 18512 86TH DRIVE NE HOUSE ELEVATIONS: 7) TOTAL LOT SIZE. 7,877 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 TBC=403.6 MAXIMUM LOT COVERAGE. Z757 SF OR 3590 202212215003, RECORDS OF SITE AREA: 7,877 SF GARAGE=404.1 PROPOSED LOT COVERAGE. 2,064 SF OR 26% SNOHOMISH COUNTY, WASHINGTON. UPPER=414.1 SITE PLAN FOR SCALE. 1" = 20' LOT 4, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON ' � I d q �9� olo N89'07'14"W 131.26' sD-snre fYD ° i ® 403.62 I PM ® d 4 64.0' 25.04' ° 42'I ° I Q d 2% ° d d n W Q 5' \4 I N I ° PROPOSED ° N W N \ 1 14.0' Q d DRIVEWAY O o I 7,8 74 0 d 0 0 1 1 o vi 6.5' 24.56' Z N I N t 18506 86TH DRIVE NE t o o d y Q o I 12.0' 3.5' cn 45' 2940 PLAN o Q) SS-SW Sv N W FOOTPRINT Z rn I I 1 a 2,735 SF d. PROPOSED COVERED b 6'0 24.66' 000 I BACK PORCH CS ° +� cn 1 1 24' ¢ 61' UTILITY EA EMENT o � I I 40.o' 30.24' U) I � I I SD-SNB ' ,� i4 L- - - - - - — s4.o �, 402 - - YD �oti� \� I N89°07'14"W 131.21' PROPOSED COVERED d JL FRONT PORCH I - LEGEND: HP I HEAT PUMP NOTES: POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: —SS— SS LINE TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C STUB STUB 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ® WATER METER ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON PHONE 425-490-2205 FIRE HYDRANT 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR —SD— SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: CB CATCH BASIN EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 4, PLAT OF 01223300000400 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,735 SF BRIDGEMONT R8, ACCORDING TO SITE ADDRESS. HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED 18506 86TH DRIVE NE TBC=403.4 7) TOTAL LOT SIZE: 7,874 UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 MAXIMUM LOT COVERAGE. Z 756 SF OR 3590 202212215003, RECORDS OF SI TE AREA: 7,874 SF UPPER=413.9 GARAGE41 J.9 PROPOSED LOT COVERAGE. 2,735 SF OR 35% SNOHOMISH COUNTY, WASHINGTON. SITE PLAN FOR SCALE. 1" = 20' LOT 5, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON I I i I I I I I I 40.0' -S 402.07 SD NB ,� I �9A2 I I I I — — — - —64.0'— 402 - YD ,otiI 2 \ I N89'07'14"W 131.21' 1, 48.0' °¢ • � � 28.0' 33.36' w 58' 12.0' PROPOSED COVERED I I FRONT PORCH ` w PROPOSED COVERED �v I BACK PORCH � ° 3038 PLAN 6.0' 270ss'sNe o I I I I FOOTPRINT N `O I I O 5 3' 2>075 SF �� 24'° 4° a • W 0 9.0' `o Z I I I 18500 86TH DRIVE NE o EASEMENT W I I I I II 7,871 SF o I ,��, N ' 8.0' N °° O N � I I I 24.51' Z = N ° ° ° Z I I 62' 6.0' o ° ° 3% a 00 Of N °° I II I = o DRI VEWA PROPOSED I LY 5' ° 68' "39-0"k111111 4 °24.04' ro S 48.0' PM In � SD-STUB �9,II I I W9107'14"W 131.17' \ 4oi.2s LEGEND: EHREI HEAT PUMP NOTES: 0p, POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: —SS— SS LINE TO ON—SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC STUB STUB CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C 3) WATER SOURCE. PUBLIC — CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 1B WATER METER 4 SEWER SOURCE: PUBLIC — CITY OF ARLINGTON ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER FIRE HYDRANT PHONE 425-490-2205 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR —SD- SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: CB CATCH BASIN EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 5, PLAT OF 01223300000500 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,075 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS: YD YARD DRAIN 7) TOTAL LOT SIZE. 7,871 SF THE PLAT THEREOF AS RECORDED 18500 86TH DRIVE NE HOUSE ELEVATIONS: MAXIMUM LOT COVERAGE: 2,755 SF OR 3590 UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 TBC=401.5 202212215003, RECORDS OF SI TE AREA: 7,871 SF GARAGE=402.2 PROPOSED LOT COVERAGE. 2,075 SF OR 26% SNOHOMISH COUNTY, WASHINGTON. UPPER=412.2 SITE PLAN FOR SCALE. 1" = 20' LOT 6, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON m 401.26 S �-SNB EB N89'07'14"W 131.17' �n 58.0' \ 25.04' 1 46.0' rA A- e a 1 48' I 12.0' 2% ° < e 1 Ld 5' I 1 o Q `o iyl O � e e ° O Q �f PROPOSED I o O W o l II D 1 2624 PLAN a s DRIVEWAY I A i a z coo I I PROPOSED COVERED o FOOTPRINT 24.56' Q BACK PORCH a 2,013 SF 9.5' N �O N I 1 I� 11 1 18432 86TH DRIVE NE o � 1 No 1 C4 I I w 1 7 869 SF o 6.0' N 00 Z 1 w 27.68' 2 a N . VJ 1 SS-S7" 1 . 1 a, 61' 33.47' Q \ w 1 1 58.0' 24' 1 U1ILITY EASEMENT y .�. �899 1 1 N89°07'14"W 131.12' So-SroB ro kODeti , + 1 1 1 1 —PROPOSED COVERED 1�, 1 1 1 FRONT PORCH LEGEND: HP I HEAT PUMP NOTES: POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: O SS MANHOLE TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC—SS SS LINE CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C STUB STUB 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON ATTN: MARTIN ROBINETT PHONE 425 490-2205R ® WATER METER FIRE HYDRANT 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 6, PLAT OF 01223300000600 CB CATCH BASIN 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,013 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED 18432 86TH DRIVE NE 7) TOTAL LOT SIZE: 7,869 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 TBC=400.0 MAXIMUM LOT COVERAGE: 2,754 SF OR 3590 GARAGE 202212215003, RECORDS OF SI TE AREA: 7,869 SF UPPER=41400.5 10.5 PROPOSED LOT COVERAGE. 2,013 SF OR 26% SNOHOMISH COUNTY, WASHINGTON. SITE PLAN FOR SCALE. 1" = 20' LOT 7, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.SE., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 1 ` \ PROPOSED COVERED a • II o \ \ FRONT PORCH ��.99 \ \ N89'07'14"W 131.12' so-sroe�' ro o01� \ \ \ \ 48.0' _ 3 Q 28.0' 33.36' o 'a 5 UTILITY N \ 58' 12.0' EASEMENT 24' o WLu cfl N PROPOSED COVERED ° 27.09' o Z 1 \ BACK PORCH 3038 PLAN 6.0 ss-slue FOOTPRINT o ;� .' Q \ o _ � I `\ 11 1 ' 3 2,075 SF � Ln 9.0' 18424 86TH DRIVE NE Lo N 1 7,8421SF L o I N ° 8.o' LE C) q 1 ` 24.51' ° q N 62' G PROPOSED 6.0' w(D n DRIVEWAY °° a d " ° ( A° A A ° Ko 24.03' 3g8 1 � — - - 48.0'- SD-NB N89 07'14"W 123.07' 398.13 - , LEGEND: HP HEAT PUMP NOTES: �� POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: —SS— SS LINE TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC STUB STUB CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ® WATER METER 4 SEWER SOURCE: PUBLIC - CITY OF ARLINGTON ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER � FIRE HYDRANT PHONE 425-490-2205 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR —SD— SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: CB CATCH BASIN EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 7, PLAT OF 01223300000700 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,075 SF BRIDGEMONT R8, ACCORDING TO SITE ADDRESS: YD YARD DRAIN 7) TOTAL LOT SIZE. 7,842 SF THE PLAT THEREOF AS RECORDED 18424 86TH DRIVE NE HOUSE ELEVATIONS: UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 TBC=398.0 MAXIMUM LOT COVERAGE. 2,745 OR 359 202212215003, RECORDS OF SI TE AREA: 7,842 SF GARAGE=398.5 PROPOSED LOT COVERAGE. 2,075 OR 277' SNOHOMISH COUNTY, WASHINGTON. UPPER=408.5 SITE PLAN FOR LOT 8, BRIDGEMONT RB -AFN#202212215003 SCALE. 1" = 20' �I IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. u W CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 20 0 NOTES: o I� 1) PROPOSED DISTURBANCE ENTIRE LOT. 60 QO v � 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT \`�196 �' o TO ON—SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE S ' CITY OF ARLINGTON. A CB 3) WATER SOURCE. PUBLIC — CITY OF ARLINGTON 39 7 co 4) SEWER SOURCE: PUBLIC — CITY OF ARLINGTON 3 .5 •�, p6� i 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR a �� PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. YD h 6) FOOTPRINT (HOUSE, GARAGE, PORCH): Z064 SF 7) TOTAL LOT SIZE. 7,296 SF y9ti� ti MAXIMUM LOT COVERAGE: 2,554 SF OR 35% N90'00'00"E 75.77' a, o PROPOSED LOT COVERAGE. 2,064 SF OR 28% \ Zr) ti p`O ° 6 11 \ ss- } STUB PROPOSED OWNER: k \ \ PROPOSED COVERED so_ °DRIVEWAY ° BRIDGEMONT LLC �g8' \ FRONT PORCH s/ STUB ry a 1\' 116 AVENUE C ° SNOHOMISH, WA 98290 �' W`D 1 >>2 J a 1� ATTN: MARTIN ROBINETT o \ go °a ° a I m g �, \ 7,296 SF �v° ,go a� W APPLICANT&CONTACT: ° I ROBINETT BROTHERS, LLC coo 116 AVENUE C SNOHOMISH, WA 98290 18402 86TH DRIVE NE 8 �a \ \ G \� ATTN: SARAH UPLINGER �5 \ \ 2808—B PLAN gQgC,F I _ PHONE 425-490-2205 \v'� FOOTPRINT PARCEL DATA \\ 2,064 SF ^ I LEGAL DESCRIPTION: LOT 8, PLAT OF Q \ I W BRIDGEMONT RB, ACCORDING TO 65' �FZ ��, 22 \ �, PM .n THE PLAT THEREOF AS RECORDED �o \ \O soo ��° ^ I UNDER AUDITOR'S FILE NUMBER 202212215003, RECORDS OF LEGEND: N o\ h� Z SNOHOMISH COUNTY, WASHINGTON. FRED HEAT PUMP \ \\ I TAX ACCOUNT NUMBER: 0 POWER METER -�, 22' I 01223300000800 SITE ADDRESS. O SS MANHOLE 18402 86TH DRIVE NE �9 `39Q ARLINGTON, WA 98223 —SS— SS LINE "_� PROPOSED COVERED � � 39� SITE AREA: 7,296 SF STUB STUB BACK PORCH \ Lo HOUSE ELEVATIONS: ® WATER METER N89'06'58"W 6781' TBC=396.0 FIRE HYDRANT GARAGE=396.5 —SD— SO LINE 10'TREE BUFFER ZONE UPPER=406.5 CB CATCH BASIN SITE PLAN FOR — SCALE. 1" = 20' LOT 9, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 186TH DR NE 20 O CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON NOTES: 1) PROPOSED DISTURBANCE ENTIRE LOT. 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE CITY OF ARLINGTON. A 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON c �0 4) SEWER SOURCE: PUBLIC - CITY OF ARLINGTON 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR 39 PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. 636 EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. ss • ° 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,075 SF 7) TOTAL LOT SIZE. 7,295 SF MAXIMUM LOT COVERAGE. 2,553 OR 3590 l� PROPOSED LOT COVERAGE. 2,075 OR 29% S s� s� ° ao ° h ° o ° , ° �'/ /e' LEGEND: \M 1D ° a_SD 1-43551� G CF HP I HEAT PUMP \ POWER METER OWNER: PROPOSED ° BRIDGEMONT LLC `Z PROPOSED COVERED PM I DRIVEWAY rn �% FRONT PORCH O SS MANHOLE 116 AVENUE C o N� a_ —SS— SS LINE SNOHOMISH, WA 98290 / N ° rn `" C:)_ \ ATTN: MARTIN ROBINETT m l 3' STUB STUB `? ° 4 I 18' \ 1� [El WATER METER APPLICANT&CONTACT:� 50.0' � � ROBINETT BROTHERS, LLC 24.0' 16.0' o � FIRE HYDRANT 116 AVENUE C 'R> \ —SD— SD LINE SNOHOMISH, WA 98290 c6 `�9- �( ATTN: SARAH UPLINGER CB CATCH BASIN PHONE 425-335-4001 YD YARD DRAIN 3038 PLAN �Q l \ PARCEL DATA GARAGE FOOTPRINT >>- LEGAL DESCRIP710N: LOT 9, PLAT OF W 2,075 SF BRIDGEMONT RB, ACCORDING TO b l \ THE PLAT THEREOF AS RECORDED O N °0 06 / UNDER AUDITOR'S FILE NUMBER •N I� Z rn 18403 86TH DRIVE NE `- 7,295 SF \ / � 202212215003, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 1 / TAX ACCOUNT NUMBER: I I 14.0' o b PROPOSED COVERED \ 01223300000900 HP t6 N BACK PORCH "� \ SITE ADDRESS. 17.o' p 16'.6 18403 86 TH DRIVE NE I, " 39 50.0' / ARLINGTON, WA 98223 00 iK ko SITE AREA: 7,295 SF ko N HOUSE ELEVATIONS: N89'06'58"W 143.43' TBC=396.0 ion TREE BUFFER ZONE GARAGE=396.6 UPPER=406.6 SITE PLAN FOR LOT 10, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF 186TH DR NE I SECTION24, T.31N., R.5E., W.M. _— SD-STUB CITY OF ARLINGTON, SNOHOMISH COUNTY, `� --__ ° I I39� WASHINGTON R=60'_ ' ' N87°36'15"W 70.23' 4p4.82 OWNER: \�� 2431' BRIDGEMONT LLC 4.05' \ 116 AVENUE C SNOHOMISH, WA 98290 �`� d° PR ° PMOPOS D ° I \ ATTN: MARTIN ROBINETT ` d / so ° ° ° a ° 2% Q0 3.0, �\ ° �� III APPLICANT&CONTACT: ROBINETT BROTHERS, LLC `396 °so. ° h 21.89' ° �� 12'1 116 AVENUE C `36 �" 0 8 c� SNOHOMISH, WA 98290 ss • a e gyp, �\ �o' o ATTN: SARAH UPLINGER PHONE 425-490-2205 f G��P�� o PARCEL DATA ° ° ° M � LEGAL DESCR/P710N: LOT 10, PLAT OF 8' THE PLABRIDGEMONTHEREOF CORDING TOAS RECORDED F9S��T ° 1828086 A PLAN NE �o o II UNDER AUDITOR'S FILE NUMBER FOOTPRINT 202212215003, RECORDS OF SCALE. 1" = 20' �0 \ 2,064 SF 0 N SNOHOMISH COUNTY, WASHINGTON. �80 15' 20 0 Lo TAX ACCOUNT NUMBER: \Sqo PROPOSED COVERED SITE ADDRESS. HOUSE ELEVATIONS: N SITE ADDRESS: \ BACK PORCH Z 18409 86TH DRIVE NE TBC=397.6 PROPOSED COVERED 90 O ARLINGTON, WA 98223 GARAGE=398.1 2Q 60, FRONT PORCH �. 0•� ^� SITE AREA: 7,213 SF UPPER=408.1 -119Q 5' 7,213 SF NOTES: 1) PROPOSED DISTURBANCE ENTIRE LOT. LEGEND: I 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT F—HP-1 HEAT PUMP \ \ l TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE POWER METER \ l l CITY OF ARLINGTON. / o 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON O SS MANHOLE l 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON —SS— SS LINE \ I 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR STUB STUB \ PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. — EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. ® WATER METER 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,064 SF -6- FIRE HYDRANT 7) TOTAL LOT SIZE. 7,213 SF —SD— SD LINE MAXIMUM LOT COVERAGE. Z525 SF OR 3590 CB CATCH BASIN PROPOSED LOT COVERAGE. 2,064 SF OR 29% SITE PLAN FOR SCALE. 1" = 20' LOT 11, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON I � L \ \ \ I \ m SD-Sroe N89°07'14" 128.46' 406,90 6 0 \ \ PROPOSED CB=2 ° l�� i9� DRIVEWAY ° \ o �. Zo A O Al. / d e ,p\``TO;''A a G° e ° pM 48.0'\� N I 1 Ol i e ° d �� ° 7,22 7 SF e e ° 39.0' 17.02' I� e e \ ° ° a W <f / \ Q Q S 1 d ° a \ d (If LEGEND: �g q� 5 ° �� 98 e ° ° 18417 86TH RIVE NE o Hp HEAT PUMP a ter'- \ 8.0 0 �I Z SS-SNe g9 OpM POWER METER ss 22' 9.0, I o O S S SS MANHOLE Z ��1 a /W PROPOSED COVERED 0 3038 PLAN I —SS— SS LINE o oL FOOTPRINT o STUB STUB FRONT PORCH e e 6.0' N 2,075 SF I � �R,60�� ,° 20.00' � � I ® WATER METER \ 12 0' FIRE HYDRANT ,R:60' ' a 20' 28 0' I 6.03' SD LINE 24.60' �� e UTILITY EA MENT 48.0' I O O CB CA TCH BASIN — ___- PROPOSED COVERED N P so-srve �, I BACK PORCH o 5' YD YARD DRAIN 1 �9.6' "' N87°36'15"W 70.23' NOTES: 4p4 82 1) PROPOSED DISTURBANCE ENTIRE LOT. 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT LEGEND: TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE OWNER: APPLICANT&CONTACT: CITY OF ARLINGTON. BRIDGEMONT LLC 116 AVENUE BROTHERS, LLC Hp HEAT PUMP 116 AVENUE C 16 AVENUE C 0 POWER METER 3) WATER SOURCE: PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 ATTN: SARAH UPLINGER O SS MANHOLE 2205490- 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR ATTN: MARTIN ROBINETT PHONE 425- —SS— SS LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 11, PLAT OF TAX ACCOUNT NUMBER: STUB STUB 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,075 SF BRIDGEMONT RB, ACCORDING TO 01223300001100 Ill WATER METER HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED SITE ADDRESS: FIRE HYDRANT 7) TOTAL LOT SIZE. 7,227 SF TBC=399.0 UNDER AUDITOR'S FILE NUMBER 18417 86TH DRIVE NE MAXIMUM LOT COVERAGE: Z529 SF OR 35% GARAGE=399.5 202212215003, RECORDS OF ARLINGTON, WA 98223 SD LINE PROPOSED LOT COVERAGE. 2,075 SF OR 29% UPPER=409.5 SNOHOMISH COUNTY, WASHINGTON. SITE AREA: 7,227 SF CB CATCH BASIN SITE PLAN FOR SCALE. 1" = 20' LOT 12, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.SE., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 40 sv-sroe 4p _ _ _ _ N89107'14"W 131.05' \ 407.56 ° ® 24.03' 43\ \° a a ° e \ 5' °a d 2% w \ \ Coll�r A pB$ � �° d ° Q PROPOSED N Q PROPOSED COVERED o Z V- DRIVEWAY A ° (D BACK PORCH c a °24.51' o o \ W o -1 I ° a 6.5' b N \ \ _ �, o \ \ pep m N ss-slue � 0 18425 86TH DRIVE NE 3 5 12.0 44' N 2940 PLAN 6'0 12 \ \ Z Q ' 25.50' ` FOOTPRINT o \ \ W ° 2,735 SF N o \� Q•sss.s2 24'- 0 7,852 SF �\ \ U7ILITY EASEMENT w A 31.15' 40.o' 59 64.0' \ \ so-sroe N89'07'14" 128.46' n ° \ 406.90 08� ° ��? �9&" PROPOSED Co RED 1 1 0 0 -1 o 4 FRONT PORCH o LEGEND: HP HEAT PUMP NOTES: POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: O SS MANHOLE TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC —SS SS LINE CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C STUB STUB 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER ® WATER METER 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON PHONE 425-490-2205 -6- FIRE HYDRANT 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR —SD— SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 12, PLAT OF 01223300001200 CB CATCH BASIN 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,735 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED 18425 86TH DRIVE NE TBC=400.2 7) TOTAL LOT SIZE: 7,852 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 MAXIMUM LOT COVERAGE. Z 748 SF OR 3590 202212215003, RECORDS OF SI TE AREA: 7,852 SF UPPER=41 GARAGE410.7 00.7 PROPOSED LOT COVERAGE. 2,735 SF OR 35% SNOHOMISH COUNTY, WASHINGTON. SITE PLAN FOR SCALE. 1" = 20' LOT 13, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON PROPOSED COVEREDYD tv d FRONT PORCH I s S I - 9 So-STUB I I 65 408• N89 07'14"W 131.05' sj� -J- �:ELu } I � I o ° UTILITY 24 58.0' I o EASEMENT I 61' I co 0 33.45' 36.5' p SS-SNB I W 27.67' 6 0' 18433 86TH DRIVE NE I o i 13 I I o W o z �� 2624 PLAN I I I I co FOOTPRINT 7,863 SF 3 � PROPOSED COVERED I < Z N 9 5, 2,013 SF o '= BACK PORCH Lo 24.56' `r N 1 I I - W ° d s° �p \ d 2% °° ° o wU�OD II 48<- d a d a o ° PROPOSED Q O / d DRIVEWAY N I ` 5' 25.04' 46.o' YD -o \ so-STUB/ 40 _ 58.0' N89°07'14"W 131.05' \ ° 400.40 — — _ _ 407.56 ED \ \ \ \ - 5' LEGEND: FH_p_l HEAT PUMP NOTES: 0 p, POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC —SS— SS LINE CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C STUB STUB 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ® WATER METER ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON PHONE 425-490-2205 -6- FIRE HYDRANT 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 13, PLAT OF 01223300001300 CB CATCH BASIN 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,013 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED 18433 86TH DRIVE NE TBC=400.5 7) TOTAL LOT SIZE: 7,863 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 401.0 MAXIMUM LOT COVERAGE. Z 752 SF OR 35% 202212215003, RECORDS OF SI TE AREA: 7,863 SF UPPER=410.0 GARAGE410.0 PROPOSED LOT COVERAGE. 2,013 SF OR 26% SNOHOMISH COUNTY, WASHINGTON. SITE PLAN FOR SCALE. 1" = 20' LOT 14, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31 N., R.SE., W.M. 20 0 \d ^ CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON II ° CB-5 I I 402.21 ° ° —� sD-SNB N89'07'14"W 131.05 4 402.67 — 410.05 u-� ° a a ij 24' PM / ° ° 43' �0 ° 2%° ° °° o I p I 5' I � W �' I I I I ° ° o ° PROPOSED 0 14.0' cs ° DRIVEWAY ° Q d CDft� 14 24.51' 6.5' h 7,863 S FII Na W i III 3.5' I W N b 18501 86TH DRIVE NE 12 I I 44' 2 SS-SNB I m. c llJ 6.0' � 2940 PLAN b = I N z 25.51' N FOOTPRINT N I o I Z 2,735 SF I PROPOSED COVERED 24'—� UTILITY EASEMENT N I BACK PORCH o I I = m d 31.79' 40.0' 59' _ 64.0' I— •�' ey SD-SNB.l �n S I � 408.65 N89'07'14"W 131.05' + PROPOSED COVERED I I o FRONT PORCH LEGEND: HP HEAT PUMP NOTES: 0 POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: —SS— SS LINE TO ON—SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C STUB STUB 3) WATER SOURCE. PUBLIC — CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ® WATER METER ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER 4) SEWER SOURCE. PUBLIC — CITY OF ARLINGTON PHONE 425-490-2205 .6- FIRE HYDRANT 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR —SD— SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: CB CATCH BASIN EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 14, PLAT OF 01223300001400 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,735 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED 18501 86TH DRIVE NE TBC=402.2 7) TOTAL LOT SIZE: 2,863 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 MAXIMUM LOT COVERAGE. Z 752 SF OR 3590 202212215003, RECORDS OF SI TE AREA: 7,863 SF UPPER=412.7 GARAGE412.7 PROPOSED LOT COVERAGE. 2,735 SF OR 35% SNOHOMISH COUNTY, WASHINGTON. SITE PLAN FOR SCALE. 1" = 20' LOT 15, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON p ROPOSED COVERED eJ ONT PORCH � So-SNB 410.89 1 10 48.0' N89°07'14"W 131.05' I I -.- ° 31.75' 28.0' I I I - ° w 24' 12 0' S9' I o EASEMENT I p EASEMENT _ CO 26.01' 6.0' 0 3038 PLAN ° o of I I N Lu �, v 2FOOTPRINT 3 o ss-sroe o 0 ,075 SF ' 9 0. N PROPOSED COVERED I N ° `° 18507 86 M DRIVE NE b BACK PORCH I I w w Z JA o I I 15 L m z a a S.o' I I I I y 'd 24.56 I 7,863 SF I I I N a ° °PROPOSEDui 6.0' 61' I I Z DRIVEWAY < 5 Cp 11 a , 2% cB=5 ° 67' 402.21 ° \ ° e a 39.0' I , ° 25.04' SD-S1UB PM 48.0' N89'07'14"W 111.05' a J ° 402.67 - — — 410.05 LEGEND: d e I C) i C, II I 5' IF HP I HEAT PUMP T 0 POWER METER NOTES: O S SS MANHOLE 1) PROPOSED DISTURBANCE ENTIRE LOT. —SS— SS LINE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC STUB STUB CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C ® WATER METER 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 -6- FIRE HYDRANT ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON PHONE 425-490-2205 SD LINE 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR CB CATCH BASIN PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: YD YARD DRAIN EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 15, PLAT OF 01223300001500 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,075 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED 18507 86TH DRIVE NE TBC=403.0 7) TOTAL LOT SIZE: 7,863 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 403.6 MAXIMUM LOT COVERAGE. Z752 SF OR 3590 202212215003, RECORDS OF SITE AREA: 7,863 SF UPPER=413.6 GARAGE4136 PROPOSED LOT COVERAGE. 2,075 SF OR 26% SNOHOMISH COUNTY, WASHINGTON. SITE PLAN FOR SCALE. 1" = 20' LOT 16, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON v o Grol L - - - - - - II II- 11 ° ® sn-s1uB N89 07'14"W 131.05' I 404.99 _ 404 41182 ® 24 / — — Pa- Ln 1 I I 64.0' 43' Z PROPOSED a � 0 1 0 ADRIVEWAY 4 w ) 00 I a �a ° o 16 'I II � S, e< ` 2% ' N (if 14.0'� ►_- 1J/ ° e 0 1 7,863 SFI I I o W Q� 24.51' L o o o e 71 a o 6.5' �_ o rn \ / o I I o I I I �u m u ss-s7uB o 0 18513 86TH DRIVE NE 35 12.0 44' I Lo � 1 I I I rY ) 2940 PLAN a N '��, unurr ' 25.51 6 N FOOTPRINT N o PROPOSED COVERED I Z Z EASEMENT 2,735 SF 4' 1 BACK PORCH II e I I 1 Y 24 59' 3 31.84' 40.0' I I I W -1 I O J W so-slue Zn 64.0' 410.89 J. goy°o N89'07'14"W 131.05' 1 I PROPOSED COVERED 1 I I ` N FRONT PORCH LEGEND: HP I HEAT PUMP NOTES: � POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC —SS— SS LINE CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C STUB STUB 3) WATER SOURCE. PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ® WATER METER ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON PHONE 425-490-2205 FIRE HYDRANT 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR —SD— SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 16, PLAT OF 01223300001600 CB CATCH BASIN 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,735 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED 18513 86TH DRIVE NE TBC=404.5 7) TOTAL LOT SIZE: 7,863 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 MAXIMUM LOT COVERAGE. Z 752 SF OR 3590 202212215003, RECORDS OF SI TE AREA: 7,863 SF UPPER=415.GARAGE415.0 PROPOSED LOT COVERAGE. 2,735 SF OR 35% SNOHOMISH COUNTY, WASHINGTON. SITE PLAN FOR SCALE. 1" = 20' LOT 17, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON PROPOSED COVERED FRONT PORT CH 4 AY 22 SD-STUB — Lo \ \ _ 412.38 go� �. e ° 50.0'— — —406— ,N89'07'14"W 131.05' \ Q Q3 _ - UTILITY 24 38.0' EASEMENT \ .a. Q \ O O + 8.0' 18521 86TH DRIVE NE cp 5 PROPOSED COVERED b 2808—B PLAN �rc' BACK PORCH \ I N �* -1: FOOTPRINT \ \ o z ss-slue o Lo 2,064 SF o \ \ N 24' s.o' b � 7 I W a Z 8.0' d 24.83' e 7,863 SFLd v m 56' cV n I E WA PROPOSED DR II I a 68' I 25.30' e 38.o' I — G U PM 1 SD-SNB "' 50.0 N89'07'14"W 131.05' I 404.99 411.82 ® / -404— — — — — — — — I LEGEND: F-HP-1 HEAT PUMP NOTES: pm POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. S SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: —SS— SS LINE TO ON-SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C STUB STUB 3) WATER SOURCE: PUBLIC - CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ® WATER METER ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER 4) SEWER SOURCE. PUBLIC - CITY OF ARLINGTON PHONE 425-490-2205 -6- FIRE HYDRANT 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR —SD— SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 17, PLAT OF 01223300001700 CB CATCH BASIN 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,064 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. HOUSE ELEVATIONS: THE PLAT THEREOF AS RECORDED 18521 86TH DRIVE NE 7) TOTAL LOT SIZE: 7,863 SF UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 TBC=405.0 MAXIMUM LOT COVERAGE: 2,752 SF OR 3590 GARAGE 202212215003, RECORDS OF SI TE AREA: 7,863 SF UPPER=415.6415.6 PROPOSED LOT COVERAGE. 2,064 SF OR 26% SNOHOMISH COUNTY, WASHINGTON. SITE PLAN FOR SCALE. 1" = 20' LOT 18, BRIDGEMONT RB -AFN#202212215003 IN THE NW 114 OF THE NW 114 OF SECTION 24, T.31N., R.5E., W.M. 20 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON '0 186TH ST NE \ . PLANTER` d o� a ° SIDEWALK N89'07'14"W LL 101.83, e e d ° p PROPOSED COVERED o UTILITY FRONPORCH ^� \ EASEMENT O � 16— — — 60' d ° UTILITY � �68 36.5' \\ EASEMENT 0=7 6.0' 18529 86TH DRIVE NE \ o 4M.36 30' PROPOSED COVERED o W ae 2624 PLAN co �S0 .66' "� o FOOTPRINT BACK PORCH 407.2I 2,013 SF = � 24� s.5' � a � 1 8 ss-STUB 26.01' �u m d° e e L° a e 12.0' I d o w 7,681 SF 4, ° 3% d �; o c� o C 4 pp� Lo co 'co 1 " ° l° v �O8 D CDI Z o PROPOSED T 0 I Z DRI aEWAY ° 47' V e 26.48' 46.0' �— LEGEND: _ \ a, ¢0622 SD-STUB 58.0' 472.38 HP I HEAT PUMP N89°07'14"W 131.05' NOTES: Y" — -406- � � POWER METER 1) PROPOSED DISTURBANCE ENTIRE LOT. \ O SS MANHOLE 2) PROPOSED DOWNSPOUTS/FOOTING AND DRIVEWAY DRAINAGE TO BE DIRECT OWNER: APPLICANT&CONTACT: —SS— SS LINE TO ON—SITE PLAT BIORETENTION CELL/PLAY TRACT AS APPROVED BY THE BRIDGEMONT LLC ROBINETT BROTHERS, LLC STUB STUB CITY OF ARLINGTON. 116 AVENUE C 116 AVENUE C 3) WATER SOURCE: PUBLIC — CITY OF ARLINGTON SNOHOMISH, WA 98290 SNOHOMISH, WA 98290 ID WATER METER 4 SEWER SOURCE. PUBLIC — CITY OF ARLINGTON ATTN: MARTIN ROBINETT ATTN: SARAH UPLINGER FIRE HYDRANT PHONE 425-490-2205 5) SILT FENCE AND CONSTRUCTION ENTRANCE AS NEEDED FOR —SD- SD LINE PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. PARCEL DATA TAX ACCOUNT NUMBER: CB CATCH BASIN EROSION CONTROL TO BE IN PLACE PRIOR TO CONSTRUCTION. LEGAL DESCRIPTION: LOT 18, PLAT OF 01223300001800 r-1 SIGN 6) FOOTPRINT (HOUSE, GARAGE, PORCH): 2,013 SF BRIDGEMONT RB, ACCORDING TO SITE ADDRESS. 7) TOTAL LOT SIZE. 7,681 SF THE PLAT THEREOF AS RECORDED 18529 86TH DRIVE NE HOUSE ELEVATIONS: UNDER AUDITOR'S FILE NUMBER ARLINGTON, WA 98223 TBC=407.2 MAXIMUM LOT COVERAGE. Z688 SF OR 35% 202212215003, RECORDS OF SITE AREA: 7,681 SF GARAGE=408.0 PROPOSED LOT COVERAGE. 2,013 SF OR 26% SNOHOMISH COUNTY, WASHINGTON. UPPER=418.0 tecinstruct LLC 41 1 1 164th St SW Unit 51 Lynnwood, WA 98087 Phone (206) 553 9076 rheimisch@yahoo.com www.tecinstrucf.com Engineering STRUCTURAL DESIGN Owner: Robinett Homes Project: Plan 2940 Bridgemont 86th Dr NE Arlington, WA Description: New Single Family Residence Building Codes: IBC/IRC 2018 ASCE 7-16 Structural Design/ Roland Heimisch, P. E. EOR: Lic # 42479 Date 06/30/2023 .?Q Y L tecinstruct LLC 41 1 1 164rh St SW Unit 51 Lynnwood,WA 98087 Phone (206) 553 9076 rheimischwahoo.com Engineering Table of Contents Chapter page Lateral Analysis 01 Seismic Analysis 02 Wind Analysis 04 Shear Wall Layout 05 Shear Wall Properties 07 Shear Wall Design 08 Gravity Design 24 Design Criteria 25 Key List 26 Roof 27 Framing above Main Level 28 Framing above Crawl Space 31 Foundation 32 Design Sheets 33 1 tecinstruct LLC 41 1 1 164m St SW fi Unit 51 II Lynnwood,WA 98087 / Phone (206) 553 9076 rheimisch@vahoo.com Engineering 1. LATERAL DESIGN 2 Project: Robinett Plan 2940 Bridgemont 1.1 Seismic Design Criteria Basic Seismic-Force-Resisting System Diaphragms/Shear Walls Medium Building Height H = 25 ft Seimic Use Group II Importance Factor 1.0 Site Class D Seismic Design Category D Response Factor R = 6.5 (light frame wood building) Mapped Acceleration Ss = 1.15 S1 = 0.34 Design Acceleration SDs = 0.91 SD, = NA Seismic Response Coefficient Cs = SDs/ (R/1) = 0.91 /(6.5/1.0) = 0.14 Building Weight The weight of the walls is applied by adding 5 psf to the roof DL and 10 psf to the floor DL . 2nd level W = (15+5) x 1,100 sqft = 22,000 Ibs 1 st level W = (20+10) x 1,100 + (15+5) x 1,500 = 63,000 Ibs Total Building Weight W = 85,000 Ibs Base Shear VBase = Cs x W = 0.14 x 85,000 = 11,900 Ibs Design Shear: To convert from strength level to ASD, Base Shear is multiplied by 0.7 VDesign = 0.7 x 11,900 = 8,330 Ibs Vertical Distribution: Fx = C x x V = C X x 8,330 Cvx = (wx x hxk)/ (wi x hik) with k= 1.0 for T< 0.5 sec Level wX hX wXhX wXhX/>:wihi FX v per ft v per ft front/rear left/right (lb) (ft) (lb-ft) N (Ibs) Of) (Ibs) 2nd 22,000 17 374,000 40 3,330 70 140 1st 63,000 9 567,000 60 5,000 100 85 85,000 941,000 100 8,330 tecinstruct LLC ASCE 7 Hazard Tool https://asce7hazardtool.onlinei 3 REPORT SUMMARY Site Information Address: 186th St NE,Arlington, Washington, 98223 Elevation: 410 ft(NAVD 88) Lat: 48.164395 Long: -122.11532 Standard: ASCE/SEI7-22 Risk Category: II Soil Class: D-Stiff Soil Seismic Data Ss 1.15 S1 0.34 lli SMs 1.36 lI Smi 0.77 Sps 0.91 Spi 0.51 TL 6 PGAM 0.53 Vs3o 260 Seismic Design D Category _. Where values of the multi-period 5%-damped MCER response spectrum are not available from the USGS Seismic Note Design Geodatabase,the design response spectrum shall be permitted to be determined in accordance with Section 11.4.5.2 1 of 2 6/17/2023,7:37 PM 4 Project:Robinett Plan 2940 Bridgemont 1.2 Wind Design Directional Procedure, Part 2 (simplified method) per ASCE 7-16, Chapter 27.5 Design Criteria: Enclosed Simple Diaphragm Building Risk Category II Basic Wind Speed per Table 26.5-1 A 110 MpH Directionality Factor Kd 0.85 Exposure Category B Wind Speed up factor Kit 1.0 Enclosure Classification enclosed Net pressure at top of wall ph ,Table 27.6-1 18.5 psf (conservatively also used for bottom of wall) As the shear wall design is performed for ASD,the load is multiplied with 0.7 Applied wind pressure 0.7 x 18.5 13 psf Uniform wind loads on diaphragms w/trib h 10 ft w 10 x 13 - 130 plf tecinstruct LLC 5 Shear Wall Layout 2nd Level 3: cl) --- coC/) (—a rya--eo,o -- --®rmnr----- ---I•— -I—�'- M o 0 I N� co co aac. 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GRAVITY DESIGN 25 Project: Robinett Homes, Plan 2940, Bridgemont 2.1 Design Criteria Dead Loads Roof Coating/Waterproofing 2.0 Sheathing OSB/Plywood 15/32" 2.0 Trusses/Framing 3.0 Insulation R-38 1.2 Gypsum Board 5/8" 2•8 Miscellaneous (Sprinkler, HVAC etc) 1.5 Total 12.5, say 15 psf Floors Living Finished Floor (carpet) 1.0 Sheathing OSB/Plywood 3/4" 2.5 Floor Joists/TJIs 2•5 Insulation R-11 1.0 Gypsum Board 5/8" 2•8 Miscellaneous (Sprinkler, HVAC etc) 1.5 Non bearing partitions 8.0 Total 19.3, say 20 psf Decks/Balconies Decking 3.0 Floor Joists/TJIs 2•5 Miscellaneous (Railing/Waterproofing) 1.5 Total 7.0 say 10 psf Ext.Walls Siding 3.0 Sheathing 15/32"OSB/Plywood 2.0 2x6"Studs @ 16"o.c. 1.5 Insulation R-21 0.6 Gypsum Board 5/8" 2•8 Total 9.9, say 10 psf Int.Walls 2x4"Studs @ 16"o.c. 1.5 Gypsum Board (2 sides) 5/8" 5:6 Total 7.1, say 8 psf Live Loads Roof 20 psf Living areas 40 psf Decks/Balconies 60 psf Snow Load Snow Ground Load 25 psf Snow Roof Load (no reduction applied) 25 psf tecinstruct LLC 26 Project: Robinett Homes, Plan 2940, Bridgemont 2.2 Key List Roof Key No. 1.1 Manufactured Truss Roof Key No. 1.2 Header, DF No.2, 4x8" Key No. 1.3 Header, DF No. 2,4x6" Floor above Main Level Key No. 2.1 Manufactured Truss Roof Key No. 2.2 TJI 230, 2-1/16x11-7/8", @ 12" o.c. Key No. 2.3 TJI 110, 1-3/4x11-7/8",@ 16" o.c. Key No. 2.4 Stair Stringers, HF No. 2, 2x12", @ 16" o.c. Key No. 2.5 Joists at Landing, HF No. 2, 2x6", @ 16" o.c. Key No. 2.6 Glulam WS, 24F-1.8E, 5-1/8x21" Key No. 2.7 Glulam WS, 24F-1.8E,5-1/8x15" Key No. 2.8 Garage Header, DF No. 2,6x12" Key No. 2.9 Beam, DF No.2, 6x10" Key No. 2.10 Header, DF No. 2,4x12" Key No. 2.11 Header, DF No.2, 4x10" Key No. 2.12 Header, DF No. 2,4x6" Key No. 2.13 Beam, DF No.2, 6x12" Key No. 2.14 Post within Wall, DF No. 2, 6x6" Key No. 2.15 Post at Porch, HF No.2, 6x6", P.T. Floor above Crawl Space Key No. 3.1 TJI 110, 1-3/4x9-1/2",@ 16" o.c. Key No. 3.2 Beam, DF No.2,4x10" Floor above Crawl Space Key No.4.1 Continuous Footing,fc= 2,500 psi, 16x8",w/Stem Wall 8" Key No.4.2 Continuous Footing,fc= 2,500 psi, 16x8" Key No. 4.3 Spread Footing,fc=2,500 psi, 30x3Ox8" Key No.4.4 Sonotube, Dia.24",fc= 2,500 psi Key No.4.5 Spread Footing,fc =2,500 psi, 24x24x8" tecinstruct LLC 27 Project: Robinett Homes, Plan 2940, Bridgemont 2.3 Roof Key No. 1.1 Manufactured Truss Roof Span: L = varies Load: DL = 15 psf SL = 25 psf Layout and design per manufacturer Key No. 1.2 Header, DF No.2,4x8" Span: L = 8 ft Load: roof w/trib 10 ft DL 10 x 15 = 150 plf SL 10 x 25 = 250 plf For calculation see design sheets Key No. 1.3 Header, DF No.2, 4x6" Span: max L = 6 ft Load: roof w/trib 2 ft DL 2 x 15 = 30 plf SL 2 x 25 = 50 plf For calculation see design sheets Also used for shorter spans tecinstruct LLC 28 Project: Robinett Homes, Plan 2940, Bridgemont 2.4 Framing above Main Level Key No. 2.1 Manufactured Truss Roof Span: L = varies Load: DL = 15 psf SL = 25 psf Layout and design per manufacturer Key No. 2.2 TJI 230, 2-5/16x11-7/8",@ 12" o.c. Span: L = 20 ft Load: DL = 20 psf LL = 40 psf Per iLevel span tables for deflection L/480 Key No. 2.3 TJI 110, 1-3/4x11-7/8",@ 16" o.c. Span: L cantilevered = 12 + 2 ft Load: typical floor loads+ point load from upper floor w/roof trib 11 ft, wall h 8 ft DL = 20 psf LL = 40 psf PDL at end of cant 11 x 15+8 x 10 = 245 Ibs PSL 11 x 25 = 275 Ibs Per iLevel span tables for deflection L/480 Key No. 2.4 Stair Stringers, HF No. 2, 2x12", @ 16" o.c. Span: L = 6 ft Load: DL = 20 psf LL = 40 psf Per span tables Key No. 2.5 Joists at Landing, HF No. 2, 2x6",@ 16" o.c. Span: L = 4 ft Load: DL - 20 psf LL - 40 psf Per span tables Key No. 2.6 Glulam WS, 24F-1.8E,5-1/8x21" Span: L = 24 ft Load: roof w/trib 6 ft(partial),wall w/h 8 ft (partial), floor w/trib 12 ft(full length) DI-1 x= 0to8ft 6x15+ 8x10 = 170plf DI-2 12 x 20 = 240 plf LL 12 x 40 = 480 plf SL x=0to8ft 6x25 = 150plf For calculation see design sheets tecinstruct LLC 29 Project: Robinett Homes, Plan 2940, Bridgemont Key No. 2.7 Glulam WS, 24F-1.8E, 5-1/8x21" Span: L = 24 ft Load: roof w/trib 10 ft (partial),wall w/h 8 ft (partial), floor w/trib 2 ft (partial) DL x= 8to24ft 10x15+ 2x20 + 8x10 = 270plf LL x= 8 to 24 ft 2 x 40 = 80 plf SL x= 8to24ft 10x25 = 250plf For calculation see design sheets Key No. 2.8 Garage Header, DF No. 2, 6x12" Span: L 16 ft Load: roof w/trib 5 ft DL 5 x 15 = 75 plf SL 5 x 25 = 125 plf For calculation see design sheets Key No. 2.9 Beam, DF No. 2, 6x10" Span: L - 12 ft Load: roof w/trib 8 ft DL 8 x 15 = 120 plf SL 8 x 25 - 200 plf For calculation see design sheets Key No. 2.10 Header, DF No. 2, 4x12" Span: L = 6 ft Load: reaction from joists 2.3,factor 0.75 to adjust for spacing DL 0.75 x 500 - 375 plf LL 0.75 x 40 = 800 plf For calculation see design sheets Key No. 2.11 Header, DF No. 2, 4x10" Span: L = 6 ft Load: upper and lower roof w/tot trib 13 ft, floor w/trib 10 ft, wall w/h 8 ft DL 13x15 + 10x20 + 8x10 = 475plf LL 10 x 40 = 400 plf SL 13 x 25 = 325 plf For calculation see design sheets tecinstruct LLC 30 Project: Robinctt Homcs, Plan 2940, Bridgemont Key No. 2.12 Header, DF No. 2,4x6" Span: L - 8 ft Load: roof w/trib 3 ft DL 3x15 = 45plf SL 3 x 25 = 75 plf For calculation see design sheets Key No. 2.13 Beam, DF No.2, 6x12" Span: L = 8 ft Load: roof w/trib 10 ft, floor w/trib 10 ft,wall w/h 8 ft DL 10x15 + 10x20+ 8x10 = 430plf LL 10 x 40 = 400 plf SL 10 x 25 = 250 plf For calculation see design sheets Key No. 2.14 Post within Wall, DF No. 2, 6x6" Height: H _ 9 ft Load: max P = reaction from beam 2.6(governs over 2.7) PDL = 3,135lbs PILL = 5,8151bs For calculation see design sheets Key No. 2.15 Post at Porch, HF No. 2, 6x6", P.T. Height: H = 9 ft Load: reaction from beam 2.9 PDL = 725lbs PILL = 1,205lbs Per inspection tecinstruct LLC 31 Project: Robinett Homes, Plan 2940, Bridgemont 2.5 Framing above Crawl Space Key No. 3.1 TJI 110,1-3/4x9-1/2",C@ 16" o.c. Span max L = 12 ft Load DL = 20 psf LL = 40 psf Per iLevel span tables for deflection L/480 Key No. 3.2 Beam, DF No.2, 4x10" Span: L 3-span = 4+4+4 ft Load: roof w/trb 10 ft,floor w/trib 10 ft,wall w/h 9 ft DL 10x15 + 10x20+9x10 = 440plf LL 10 x 40 = 400 plf SL 10 x 25 = 250 plf For calculation see design sheets tecinstruct LLC 32 Project: Robinett Homes, Plan 2940, Bridgemont 2.6 Foundation Key No.4.1 Continuous Footing,fc=2,500 psi, 16x8",w/Stem Wall 8" Dimensions per prescriptive requirements for 2-story structures Reinforcement: (2) rebars#4 longitudinal hooked verticals#3 @ 18"o.c., alternated Key No.4.2 Continuous Footing,fc=2,500 psi, 16x8" Load max P= reaction from beam 3.2 - 4,080 Ibs Load is distributed over 1.33 x 4= 5.32 sgft Soil pressure 4,080/5.32 = 767 psf< 1,500 Reinforcement: (2) rebars#4 longitudinal Key No.4.3 Spread Footing,fc=2,500 psi, 30x30x8" Load from post 2.14 P = 8,950lbs Soil pressure 8,950/6.25 = 1,432 psf< 1,500 Rebars #� @ 6"o.c. both directions Key No.4.4 Sonotube, Dia. 24",fc= 2,500 psi Load from post 2.15 P = 1,930 Ibs Area A 3.14 x 22/4 Soil pressure 1,930/3.14 = 615 psf< 1,500 Key No. 4.5 Spread Footing,fc=2,500 psi, 24x24x8" Load from post 2.15 P - 1,930lbs Soil pressure 1,930/4 = 483 psf< 1,500 Rebars #4 @ 6" o.c. both directions tecinstruct LLC 33 Robinett Plan 2940 WoodWorks° n 1_2 Header ,ornrurrrw» �,u�� I June 28, 2023 19:57 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL 150.0 plf SL Snow Full UDL 250.0 Plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 8'-0.74'' Q 0' 8' Unfactored: Dead 605 05 Snow 1008 1008 Factored: Total 1612 1612 Bearing: Capacity 1612 Beam 1612 Support 1785 1785 Des ratio Beam 1.00 0. 90 Support 0.90 #2. Load comb #2 #2 Length 0.74 074 0.74 Min req'd 0.74 1. Cb 1.00 1.0000 00 Cb min 1.00 1.111 Cb support 1.11 Fc sup625 625 Lumber-soft, D.Fir-L (N), No.1/No.2, 4x8 (3-1/2"x7-1/4") Supports:All -Timber-soft Beam, D.Fir-L (N) No.2 Total length: 8'-0.75"; Clear span: 7-11.25"; Volume = 1.4 cu.ft. Lateral support:top =at supports, bottom =at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fV = 80 Fv' = 207 psi fv/Fv' = 0.38 Bending(+) fb = 1252 Fb' - 1256 psi fb/Fb' = 1.00 Dead Defl'n 0.08 = < L/999 Live Defl'n 0.13 = L/740 0.27 = L/360 in 0.49 Total Defl'n 1 0.21 = L/463 0.40 = L/240 in 0.52 34 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN 1._2 Header WoodWorks®Sizer 2019(Update 4) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 1.80 1 .15 1 .00 1 .00 - - - - 1.00 1.00 2 Fb'+ 850 1.15 1.00 1.00 0.988 1.300 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - 1.00 1.00 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + S Bcnding( I ) : LC #2 = D I S Deflection: LC #2 = D + S (live) LC #2 = D + S (total) Bearing Support 1 - LC #2 = D + S Support 2 - LC #2 = D + S D=dead S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 1600, V design = 1346 lbs; M(+) = 3200 lbs-ft EIy = 177.83 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.0 dead + "live" Lateral stability(+) : Lu = 8' Le = 14'-10.25" RB = 10.3 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 35 Robinett Plan 2940 WoodWorks® 1__3 Header SOF ANFFOHWOODDESIGN June 28, 2023 20:03 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL 30.0 plf SL Snow Full UDL 50.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 6-0.5" 0, 6 Unfactored: Dead 91 Snow 151 --- Factored: Total 242 242 Bearing: Capacity 1094 Beam 1094 Support 1211 1211 Des ratio Beam 0.22 0.22 Support 0.20 0.20 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.11 1.11 Fcp sup 625 625 `Minimum bearing length setting used: 1/2"for end supports Lumber-soft, D.Fir-L (N), No.1/No.2, 4x6 (3-1/2"x5-1/2") Supports:All -Tirnber-soft Beam, D.Fir-L(N) No.2 Total length: 6-0.5"; Clear span: 5'-11.5";Volume =0.8 cu.ft. Lateral support:top=at supports, bottom =at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 16 Fv' = 207 psi fv/Fv' = 0.08 Bending(+) fb = 245 Fb' = 1271 psi fb/Fb' = 0.19 Dead Defl'n 0.01 = < L/999 Live Defl'n 0.02 = < L/999 0.20 = L/360 in 0.09 Total Defl'n 1 0.03 = < L/999 0.30 = L/240 in 0.10 36 F1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 13 Header WoodWorks®Sizer 2019(Update 4) Page 2 Additional Data: FACTORS: F/E (psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 850 1.15 1.00 1.00 1.000 1.300 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + S Bending(+) : LC #2 = D + S Deflection: LC #2 = D + S (live) LC #2 = D + S (total) Bearing Support 1 - LC #2 = D + S Support 2 - LC $2 = D + S D=dead S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 240, V design = 202 lbs; M(+) = 360 lbs-ft EIy = 77.64 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.0 dead + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 37 Robinett Plan 2940 WoodWorkso 2_3 TJI SOFRVARE FOR WOOD DESIGN June 28, 2023 20:43 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 20.00 psf LL Live Full Area No 40.00 psf PDL Dead Point No 14.02 245 lbs PSL Snow Point No 14.02 1 275 Ilbs Maximum Reactions (lbs) and Support Bearing (in): - 14'-0.25" 0. 12' 14' 0 Unfactored: Dead 115 504 Live 312 436 Snow -46 321 Factored: Total 428 1071 Bearing: Capacity Joist Reacti )n resistance of I-joist from 086 15.2.3.5 is not cons:.dered Support 664 1071 Des ratio Support 0.64 1.00 Load comb #2 #3 Length 0.50* 0.81 Min req'd 0.50* 0.81** Cb support 1.21 1.21 Fcp sup 625 625 'Minimum bearing length setting used: 1/2"for end supports "Minimum bearing length governed by the required width of the supporting member. I-Joist, TJI, 110 , 1-3/4"x11-7/8" Supports: All -Timber-soft Beam, D.Fir-L (N) No.2 Floor joist spaced at 16" c/c;Total length: 14'-0.25"; Clear span: 11'-11.38", 1'-11.63" This section PASSES the design code check. 38 F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 2_3 TJI WoodWorks®Sizer 2019 (Update 4) Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear V = 534 Vr = 1560 lbs V/Vr = 0.34 Bending(+) M = 1133 Mr = 3015 lbs-ft M/Mr = 0.38 Bending(-) M = 1093 Mr = 3467 lbs-ft M/Mr = 0.32 Deflection: Interior Dead 0.02 = < L/999 Live 0.16 = L/928 0.30 = L/480 in 0.52 Total 0.18 = L/803 0. 60 = L/240 in 0.30 Cantii. Dead 0.05 = L/463 Live 0.08 = L/306 0.10 = L/240 in 0.78 Total 0.13 = L/184 0.20 = L/120 I in 0. 65 Additional Data: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Vr 1560 1.00 - - - - - - 1.00 - 2 Mr+ 3015 1.00 - - - - - 1.00 1.00 - 2 Mr- 3015 1.15 - - - - - 1.00 1.00 - 4 EI 238.0 million - - - - - - 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+) : LC #2 = D + L Bending(-) : LC #4 = D + S Deflection: LC 42 = D + L (live) LC #2 = D + L (total) Bearing Support 1 - LC #2 = D + L Support 2 - LC #3 = D + 0.75 (L + S) D=dead L=live S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 534 lbs; M(+) = 1133 lbs-ft; M(-) = 1093 lbs-ft EI = 261.80e06 lb-in^2 (inc. 10% comp. action) K = 1.39e06 lbs GA = 0.17e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 0.5 dead + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. WoodWorks Sizer provides preliminary estimates for I-joist design. Each wood kjoist producer develops its own proprietary design values. Please contact the manufacturer for a custom kjoist version of Sizer or other I-joist design software. 4.The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. 39 Robinett Plan 2940 Woodworks® 2 6 GLB SOFRVA NE FOR WOOD OESILN June 29, 2023 11:39 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL1 Dead Partial UDL 0.12 8.12 170.0 170.0 plf DL2 Dead Full UDL 240.0 plf LL Live Full UDL 480.0 plf SL Snow Partial UDL 0.12 8.12 1 150.0 150.0 Iplf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 1 24'-2.82" � 0, 24' Unfactored: Dead 4043 5 200 814 Live 5819 Snow 1000 200 Factored: Total 9862 8947 Bearing: Capacity 8947 Beam 9862 Support 10177 9233 Des ratio Beam 1.00 0. 97#2 Support 0.97 . Load comb #2 #2 Length 2. 96 269 2.69 Min req'd 2.96 1. Cb 1.00 1.0000 Cb min 1.00 1.0 17 Cb support 1.07 Fcp sup625, 625 Glulam-Unbalan., West Species, 24F-1.8E WS, 5-1/8"x21" Supports: All -Timber-soft Beam, D.Fir-L(N) No.2 Total length: 24'-2.81"; Clear span:23'-9.19";Volume= 18.1 cu.ft.; 14 laminations, 5-1/8" maximum width, Lateral support:top=continuous, bottom = at supports; This section PASSES the design code check. 40 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 7 26 GLB WoodWorks®Sizer 2019 (Update 4) Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Anal sis Value Design Value Unit Analysis/Design Shear fv = 113 Fv' = 265 psi fv/Fv' = 0.43 Bending(+) fb = 1739 Fb' = 2239 psi fb/Fb' = 0.78 Dead Defl'n 0.20 = < L/999 Live Defl'n 0.50 = L/572 0.80 = L/360 in 0. 63 Total Defl'n 1 0.70 = L/410 1 1.20 = L/240 I in 0.59 Additional Data: FACTORS: F/E (psi) CD CM Ct CL CV Cfu Cr Cfrt Notes Cvr LC# Fv' 265 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.00 1.00 1.00 1.000 0. 933 - - 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Eminy' 0.85 million 1.00 1.00 - - - - 1.00 - - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+) : LC 42 = D + L Deflection: LC #2 = D + L (live) LC #3 = D + 0.75 (L + S) (total) Bearing Support 1 - LC #2 = D + L Support 2 - LC #2 = D + L D=dead L=live S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 9773, V design = 8119 lbs; M(+) = 54596 lbs-ft EIy = 7119.28 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 0.5 dead + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI Al 90.1-2012 4. GLULAM: bxd =actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 41 Robinett Plan 2940 Wood Works® 2-7 GLB SOF REFORWOODD CN June 29, 2023 13:24 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Partial UDL 8.03 24.03 270.0 270.0 plf LL Live Partial UDL 8.03 24.03 80.0 80.0 plf SL Snow Partial UDL 8.03 24.03 250.0 250.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 24'-1.25" - r 0, 24' Unfactored: 80 Dead 1440 2853 Live 427 Snow 1333 2667 67 Factored: Total 2773 5547 Bearing: Capacity 5547 Beam 2773 Support 2862 5724 Des ratio 100 Beam 1.00 0. Support 0. 97 .97 Load comb #4 #4 Length 0.83 1. 67 Min req'd 0.83 1.67 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.07 1.07 Fcp sup 625 625 Glulam-Unbalan., West Species, 24F-1.8E WS, 5-1/8"x15" Supports: All -Timber-soft Beam, D.Fir-L(N) No.2 Total length: 24'-1.25"; Clear span: 23'-10.75"; Volume= 12.9 cu.ft.; 10 laminations, 5-1/8" maximum width, Lateral support:top=continuous, bottom =at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 95 Fv' = 305 psi fv/Fv' = 0.31 Bending(+) fb = 1847 Fb' = 2663 psi fb/Fb' = 0.69 Dead Defl'n 0.59 = L/492 Live Defl'n 0.54 = L/531 0.80 = L/360 in 0.68 Total Defl'n 1 1.13 = L/255 1.20 = L/240 in 0.94 42 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 2_7 GLIB WoodWorks®Sizer 2019 (Update 4) Page 2 Additional Data: FACTORS: F/E (psi) CD CM Ct CL CV Cfu Cr Cfrt Notes Cvr LC# Fv' 265 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 4 Fb'+ 2400 1.15 1.00 1.00 1.000 0.965 - - 1.00 1.00 - 4 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 4 Eminy' 0.85 million 1.00 1.00 - - - - 1.00 - - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #4 = D + S Bending(+) : LC #2 - D + S Deflection: LC #4 = D + S (live) LC 44 = D + S (total) Bearing Support 1 - LC #4 = D + S Support 2 - LC #4 = D + S D=dead L=live S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 5547, V design = 4879 lbs; M(+) = 29582 lbs-ft EIy = 2594.49 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 0.5 dead + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI Al 90.1-2012 4. GLULAM: bxd =actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 43 Robinett Plan 2940 WoodWorks° 2_8 Garage Header SOF ANFFONWOODDESIGN June 29, 2023 13:35 f� Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL 75.0 plf SL Snow Full UDL 125.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 16'-0.5" 01 16' Unfactored: Dead 602 02 Snow 1003 1003 Factored: Total 1604 1604 Bearing: Capacity 1719 Beam 1719 Support 1836 1836 Des ratio 93 Beam 0.93 0.0.87#2 Support 0.87 Load comb #2 #2 Length 0.50* 0.50* 50* Min req'd 0.50* 0. . Cb 1.00 1.00 0 Cb min 1.00 1.0 1.07 Cb support 1.07 Fc sup625, 625 'Minimum bearing length setting used: 1/2"for end supports Timber-soft, D.Fir-L (N), No.2, 6x12 (5-1/2"x11-1/2") Supports: All -Timber-soft Beam, D.Fir-L(N) No.2 Total length: 16-0.5"; Clear span: 16-11.5"; Volume = 7.0 cu.ft.; Beam or stringer Lateral support:top=continuous, bottom =at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 33 Fv' = 195 psi fv/Fv' = 0.17 Bending(+) fb = 634 Fb' = 1006 psi fb/Fb' = 0.63 Dead Defl'n 0.12 = < L/999 Live Defl'n 0.20 = L/943 0.53 = L/360 in 0.38 Total Defl'n 0.33 = L/589 0.80 = L/240 in 0.41 44 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 28 Garage Header WoodWorks®Sizer 2019 (Update 4) Page 2 Additional Data: FACTORS: F/E (psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 170 1.15 1.00 1.00 - - 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.000 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - 1.00 1.00 - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + S Bending(+) : LC #2 - D + S Deflection: LC 42 = D + S (live) LC 42 = D + S (total) Bearing SupporL 1 - LC #2 = D + S Support 2 - LC #2 = D + S D=dead ,S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 1600, V design = 1404 lbs; M(+) = 6400 lbs-ft EIy = 906.17 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.0 dead + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 45 Robinett Plan 2940 ID WoodWorks® 2_9 Beam SOFIWAREFOR WOOD DESIGN June 29, 2023 13:41 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL 120.0 plf SL Snow Full UDL 200.0 Plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 1. 12'-0.56" x 12' Unfactored: Dead 723 723 Snow 1205 1205 Factored: Total 1927 1927 Bearing: Capacity 1927 Beam 1927 Support 2059 2059 Des ratio Beam 1.00 1.00 Support 0.94 0.94 Load comb #2 02 Length 0.56 0.56 Min req'd 0.56 0.56 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.07 1.07 Fcp sup 625 625 Timber-soft, D.Fir-L (N), No.2, 6x10 (5-1/2"x9-1/2") Supports: All -Timber-soft Beam, D.Fir-L(N) No.2 Total length: 12'-0.56"; Clear span: 1 V-11.44";Volume=4.4 cLi.ft., Beam or stringer Lateral support:top= continuous, bottom =at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NHS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 48 Fv' = 195 psi fv/Fv' = 0.24 Bending(+) fb = 835 Fb' = 1006 psi fb/Fb' = 0.83 Dead Defl'n 0.11 = < L/999 Live Defl'n 0.18 = L/788 0.40 = L/360 in 0.46 Total Defl'n 1 0.29 = L/492 0. 60 = L/240 in 0.49 46 F-1 I WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN 29 Beam WoodWorks®Sizer 2019 (Update 4) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 170 1 .15 1 .00 1 .00 - - - 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.000 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC 42 = D + S Bending(+) : LC #2 = D + S Dcflcction: LC #2 = D I S (live) LC #2 = D + S (total) Bearing Support 1 - LC #2 = D + S Support 2 - LC #2 = D + S D=dead S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 1920, V design = 1659 lbs; M(+) = 5760 lbs-ft EIy = 510.84 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.0 dead + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 47 Robinett Plan 2940 WoodWorks® 2_10 Header SOFiWAflE FOR WOOD DESIGN June 29, 2023 13:50 �r S Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL 375.0 plf LL Live Full UDL 800.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 6-1.65" — 0' 6 Unfactored: Dead 1151 1151 Live 2455 2455 Factored: Total 3606 3606 Bearing: Capacity 3606 Beam 3606 Support 3992 3992 Des ratio Beam 1.00 0.90 Support 0.90 #2. Load comb #2 #2 Length 1. 65 1. 65 Min req'd 1.65 1.65 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.11 1.11 Fcp sup 625 1 625 Lumber-soft, D.Fir-L (N), No.1/No.2, 4x12 (3-1/2"x11-1/4") Supports:All -Timber-soft Beam, D.Fir-L(N) No.2 Total length: 6-1.63"; Clear span: 5'-10.38"; Volume= 1.7 cu.ft. Lateral support:top= at supports, bottom =at supports; This section PASSES the design code check. 48 F-1 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 2_10 Header WoodWorks®Sizer 2019(Update 4) Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2018 Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 89 Fv' = 180 psi fv/Fv' = 0.50 Bending(+) fb = 859 Fb' = 925 psi fb/Fb' = 0.93 Dead Defl'n 0.01 = < L/999 Live Defl'n 0.04 = < L/999 0.20 = L/360 in 0.18 Total Defl'n 0.04 = < L/999 0.30 = L/240 in 0.14 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 850 1.00 1.00 1.00 0. 989 1.100 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1. 6 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC 42 = D + L Bending(+) : LC #2 = D + L Deflection: LC #2 = D + L (live) LC #2 = D + L (total) Bearing Support 1 - LC #2 = D + L Support 2 - LC #2 = D + L D=dead L=live All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max - 3525, V design = 2343 lbs; M(+) = 5288 lbs-ft EIy = 664.44 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 0.5 dead + "live" Lateral stability(+) : Lu = 6' Le = 12'-4.31" RB = 11.7 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 49 Robinett Plan 2940 WoodWorks° 2_11 Header so ,,wEFORwoaooE�N June 29, 2023 13:55 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL 475.0 plf LL Live Full UDL 400.0 plf SL Snow Full UDL 325.0 if Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 6' 1.42" 0' 64 Unfactored: 453 Dead 1453 1224 Live 1224 1 Snow 994 994 Factored: Total 3117 3117 Bearing: Capacity 3117 Beam 3117 Support 3451 3451 Des ratio Beam 1.00 0.#3 90 Support 0 .90 . Load comb #3 #3 Length 1.42 1.42 42 Min req'd 1.42 1. Cb 1.00 1.0000 00 Cb min 1.00 1.11 Cb support 1.11 1 Fcp sup 625, 625 Lumber-soft, D.Fir-L (N), No.1/No.2, 4x10 (3-1/2"x9-1/4") Supports:All - Timber-soft Beam, D.Fir-L(N) No.2 Total length: 6-1.44"; Clear span: 5'-10.56";Volume= 1.4 cuff Lateral support:top=at supports, bottom =at supports; This section PASSES the design code check. 50 WoodWOrks® Sizer SOFTWARE FOR WOOD DESIGN 211 Header WoodWorks®Sizer 2019(Update 4) Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2018 Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 102 Fv' = 207 psi fv/Fv' = 0.49 Bending(+) fb = 1102 Fb' = 1160 psi fb/Fb' = 0.95 Dead Defl'n 0.04 = < L/999 Live Defl'n 0.04 = < L/999 0.20 = L/360 in 0.21 Total Defl'n 1 0.08 = L/895 1 0.30 = L/240 I in 0.27 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 3 Fb'+ 850 1.15 1.00 1.00 0. 989 1.200 - 1.00 1.00 1.00 3 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D + 0.75 (L + S) Bending(+) : LC #3 = D + 0.75 (L + S) Deflection: LC #3 = D + 0.75 (L + S) (live) LC 43 = D + 0.75 (L + S) (total) Bearing Support 1 - LC #3 = D + 0.75 (L + S) Support 2 - LC #3 = D + 0.75 (L + S) D=dead L=live S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 3056, V design = 2210 lbs; M(+) = 4584 lbs-ft EIy = 369.34 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 0.5 dead + "live" Lateral stability(+) : Lu = 6' Le = 12'-1.13" RB - 10.5 Design Notes: 1. Analysis and design are in accordance with the ]CC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 51 Robinett Plan 2940 WoodWorks® 2_13 Beam SORWAN££OA IVOO o GN June 29, 2023 15:05 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL 430.0 plf LL Live Full UDL 400.0 plf SL Snow Full UDL 250.0 if Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 8'-1.08" I 0' 8' Unfactored: Dead 1739 1739 Live 1618 1618 Snow 1011 1011 Factored: Total 3711 3711 Bearing: Capacity 3711 Beam 3711 Support 3964 3964 Des ratio Beam 1.00 1.00 Support 0.94 0. 94 Load comb #3 #3 Length 1.08 1.08 Min req'd 1.08 1.08 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.07 1.07 Fcp sup 625 625 Timber-soft, D.Fir-L (N), No.2, 6x12 (5-1/2"x11-1/2") Supports:All -Timber-soft Beam, D.Fir-L (N) No.2 Total length: 8'-1.06"; Clear span: 7-10.94"; Volume - 3.6 cu.ft.; Beam or stringer Lateral support:top=continuous, bottom = at supports; This section PASSES the design code check. 52 F] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 213 Beam WoodWorks®Sizer 2019(Update 4) Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Anal�,•sis Value Design Value Unit. Analysis/Design Shear fv = 59 Fv' - 170 psi fv/Fv' = 0.35 Bending(+) fb = 657 Fb' = 875 psi fb/Fb' = 0.75 Dead Defl'n 0.04 = < L/999 Live Defl'n 0.05 = < L/999 0.27 = L/360 in 0.19 Total Defl'n 0.09 = < L/999 0.40 = L/240 in 0.23 Additional Data: FACTORS: F/E (psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 875 1.00 1.00 1.00 1.000 1.000 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+) : LC #2 = D + L Deflection: LC #3 = D + 0.75 (L + S) (live) LC #3 = D + 0.75 (L + S) (total) Bearing Support 1 - LC #3 = D + 0.75 (L + S) Support 2 - LC #3 = D + 0.75 (L + S) D=dead L=live S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 3320, V design = 2487 lbs; M(+) = 6640 lbs-ft EIy = 906.17 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 0.5 dead + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 53 WoodWorkso W 5 GN 2 14 Post June 29, 2023 15:11 s Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Location [ft] Magnitude Unit Start End Start End PDL Dead Axial (Ecc. = 0.00") 3135 lbs PLL Live Axial (Ecc. = 0.00") 5815 lbs Reactions (lbs): 9' y ,CID, -� o m 14- 0' 9' Unfactored: Lateral: Dead Live Axial: Dead 3135 5 581 Live 5815 5815 Factored: L->R Load comb #1 14- Timber-soft, D.Fir-L (N), No.2, 6x6 (5-1/2"x5-1/2") Support: Non-wood Total length: 9'; Volume= 1.9 cu.ft.; Post or timber Pinned base; Ke x Lb: 1.0 x 9.0 =9.0 ft; Ke x Ld: 1.0 x 9.0 =9.0 ft; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Anal sis/Design Axial fc = 296 Fc' = 559 psi fc/Fc' = 0.53 Axial Bearin fc = 296 Fc* = 700 si fc/Fc* = 0.42 Additional Data: FACTORS: F/E (psi) CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Fc' 700 1.00 1.00 1.00 0.799 1.000 - - 1.00 1.00 2 Fc* 700 1.00 1.00 1.00 - 1.000 - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Axial : LC #2 = D + L D=dead L=live All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 54 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 214 Post WoodWorks®Sizer 2019 (Update 4) Page 2 Design Notes: 1. Analysis and design are in accordance with the ]CC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 55 Robinett Plan 2940 WoodWorks° 3 2 Beam soF, wEFORw000�Es,�N June 29, 2023 15:27 s Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL No 440.0 plf LL Live Full UDL No 400.0 plf SL Snow Full UDL No 1 250.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 12'-0.69" 0' 4' 8' 12' Unfactored: Dead 717 1936 1936 717 Live 652 1760 1760 652 Snow 407 1100 1100 407 Factored: Total 1511 4081 4081 1511 Bearing: Capacity 1511 Beam 1511 4506 4506 Support 1673 4081 4081 1673 Des ratio Beam 1.00 0. 91 0.91 1.00 Support 0.90 1.00 1.00 0. 90 Load comb #3 #3 #3 #3 Length 0.69 1. 69 1.69 0.69 Min req'd 0.69 1. 69** 1.69** 0. 69 Cb 1.00 1.22 1.22 1.00 Cb min 1.00 1.22 1.22 1.00 Cb support 1.11 1.11 1.11 1.11 Fcp sup 1 625 625 625 625 "Minimum bearing length governed by the required width of the supporting member. Lumber-soft, D.Fir-L (N), No.1/No.2, 4x10 (3-1/2"x9-1/4") Supports:All -Timber-soft Beam, D.Fir-L(N) No.2 Total length: 12'-0.69"; Clear span: 3'-10.81", 3'-10.31", 3'-10.81";Volume=2.7 cu.ft. Lateral support:top=continuous, bottom =at end supports; This section PASSES the design code check. 56 F1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 3_2 Beam WoodWorks®Sizer 2019(Update 4) Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 61 Fv' = 180 psi fv/Fv' = 0.34 Bending(+) fb = 259 Fb' = 1020 psi fb/Fb' = 0.25 Bending(-) fb = 323 Fb' = 1000 psi fb/Fb' = 0.32 Dead Defl'n 0.00 = < L/999 Live Defl'n 0.00 = < L/999 0.13 = L/360 in 0.03 Total Defl'n 0.01 = < L/999 0.20 = L/240 in 0.04 Additional Data: FACTORS: F/E (psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - 1.00 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.200 - 1.00 1.00 1.00 2 Fb'- 850 1.00 1.00 1.00 0.980 1.200 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+) : LC #2 = D + L Bending(-) : LC #2 = D + L Deflection: LC #3 = D + 0.75 (L + S) (live) LC #3 = D + 0.75 (L + S) (total) Bearing Support 1 - LC #3 = D + 0.75 (L + S) Support 2 - LC #3 = D + 0.75 (L + S) Support 3 - LC #3 = D + 0.75 (L + S) Support 4 - LC #3 = D + 0.75 (L + S) D=dead L=live S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 2016, V design = 1317 lbs; M(+) = 1075 lbs-ft; M(-) = 1344 lbs-ft EIy = 369.34 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 0.5 dead + "live" Lateral stability(-) : Lu = 12 ' Le = 22'-0.94" RB = 14.1; Lu based on full span Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.