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Home My WebLink AboutBLD2023-00526 MFG Home - BLD Inspections - 4/12/2024 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98684 COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 BELFAIR:360-275-4467,EXT 352 Bw7dm%Planning,Envicon enralHealth,CommunityHealth ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY— To schedule an inspection call or visit http://www.co.mason.wa.usicommunity-services/bid-inspection.php Permit Number BLD2023-00526 Date Issued 11/01/2023 Issued By Project NEW MODULAR HOME Site Address 6120 NE North Shore Rd Applicant STAGG STACEY CAROL&JOHNNY K Contractor INTERGRATED NW CONSTRUCTION LLC Contractor Phone 253.888.5314 Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type MANUFACTURED HOME Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.— PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks -(3-23 NO Slab Footing Perimeter IL 41 Point load Footing Footing Interior .(,.j} 9D Footing Decks/Porches Foundation Stem Walls sjL�.j.` Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup F.2 6_3"(Deb V-T-r#,q.Attly f r�+y4& Home Concrete Foot/Runners Final Other f MASON COUNTY 360-427-9670 Shelton ext.352 360-2754467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: , 1-�017 ADDRESS/LOCATION: — �( FINDINGS: Nt) ry aM4,t�\"iek e Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: - " ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 go COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal .44 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: Z4D ?023-0a2( ADDRESS/LOCATION: 6120 NE 4)oRT# SYdRe+ 1?Q FINDINGS roo4o% S lo 6sck-Allc lo e- a Mm:.,.,in 0 7.21, 44tJ -io 6104k �- ri�ShS �CJ11C C�K U4'A Ac,r OU� Items listed above must be corrected to fain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: Please contact our office regarding possible Department: 13W structural damage incurred by recent Inspector: DED "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 Randy Collins From: Randy Collins Sent: Tuesday, February 27, 2024 7:53 AM To: 'Stacey Stagg' Cc: Genie McFarland;Joshua Luck Subject: RE:Access Letter/Sprinkler Requirement Attachments: Pic 1 jpg; Pic 2jpg; Pic 3 jpg Good Morning Stacy, Yesterday Building Inspector Dobson shared that you had re-graded your driveway and had requested an inspection which he deferred to me.To that end,yesterday afternoon, I visited your site to take slope readings of the driveway to verify if the re-grading resulted in a slope being less than the 14%(that triggered the original fire sprinkler requirement as identified in permit BLD2023-00526 which you signed on Nov 1, 2023). From the enclosed photos,the slope varied between 18.6&26.5%which far exceeds the 14%trigger which is what resulted in the "Fail". As stated in my Dec 20 email,this leaves you the two options of(1) Installing a fire sprinkler system in your residence or(2) obtaining the Emergency Access Easement from your neighbor that is recorded on their property map with the assessors office.You also have the option of regrading your driveway so it is below the 14%. However,that would most likely involve re-routing it and a tremendous amount of site work. If you are serious about pursuing that option, I would recommend discussing with a grading contractor. If you have any questions regarding this email or your situation, please do not hesitate to contact me. Respectfully, Randy Collins, Fire Marshal From:Stacey Stagg<opticode@hotmail.com> Sent: Monday, February 26, 2024 7:32 PM To: Randy Collins<RCollins@masoncountywa.gov> Subject: Re: Access Letter/Sprinkler Requirement Caution: External Email Warning!This email has originated from outside of the Mason County Network. Do not click links or open attachments unless you recognize the sender, are expecting the email, and know the content is safe. If a link sends you to a website where you are asked to validate using your Account and Password, DO NOT DO SO! Instead, report the incident. Hi Randy We noticed that the recent inspection on 2/26/24 was a fail. Would you please provide us with the specific information that resulted in a fail. Thank you Stacey and Johnny Stagg 1 Sent from my iPhone On Dec 18, 2023, at 11:40 AM, Randy Collins<RCollins@masoncountywa.gov>wrote: Stacy, Regarding the sprinkler requirement for your project, enclosed is a copy of the letter that I sent last July after conducting an inspection of the property and determining the access did not meet the minimum standards as found in Chapter 14.17 of the Mason County Code. Since you indicated in our conversation that you have modified the access, I will return to the site on Wednesday Dec 20 at 11 AM to re- evaluate it and determine the applicability of the sprinkler requirement. In the meantime, if you have any questions, do not hesitate to contact me. Respectfully, Randy Collins Fire Marshal Mason County 360 427-9670 x309 360 490-0167 Cell <image001 Jpg> <Grade Letter BLD 2023-00528.pdf> z to r Randy Collins From: Randy Collins Sent: Wednesday, December 20, 2023 1:38 PM To: 'opticode@hotmail.com' pCc: Joshua Luck Subject: FW: Access Letter/Sprinkler Requirement Attachments: Grade Letter BLD 2023-00528.pdf 423 124or- 4� ,�rrL bJ rrf� �f-.�ys-JF_-F� VX� Johnny, Stacy, _nspcctcL sttr-sav no tv �,c� oF��,n�_`3 cz�i�r I enjoyed meeting you at your building site today to review the access requirements for your property. As discussed, I am sending you this email to memorialize our discussion and identify the options that are available to you regarding the code requirements for fire department access roads.They are as follows: Option 1: Install a fire sprinkler system in the residence that is being built under the scope of this permit (BLD2023- 00528).This is required because your driveway serving the building site exceeds the 12%allowable slope and the requirement for a turn-around at the end of the driveway cannot be met due to the limitations of your lot.These requirements can be found in Mason County Code 14.17.110 & 14.17.090 respectively. Option 2: Obtain an Emergency Access Easement on your neighbor's driveway(to the west)that extends from the intersection of North Shore Rd, up the hill, behind his/her home and to the property line that is shared with you (and immediately adjacent to your building footprint). Please note that if you pursue this option, it will mean recording this easement on your neighbor's parcel map which will require obtaining their permission and most likely engaging the services of a professional familiar with this process. It is important that your neighbor understands that because the easement will remain in perpetuity, it will never be able to be built on and must remain clear and unobstructed as a condition of this agreement. It will also be necessary for a copy of the amended parcel map with the easement be forwarded to me. At that point, I will be able to sign off that you have met the access requirement and final your project. Please respond here to let me know which option you wish to pursue and if you have any questions, please do not hesitate to contact me. Randy Collins, Fire Marshal From: Randy Collins Sent: Monday, December 18, 2023 11:40 AM To: 'opticode@hotmail.com' <opticode@hotmail.com> Subject: Access Letter/Sprinkler Requirement Stacy, Regarding the sprinkler requirement for your project, enclosed is a copy of the letter that I sent last July after conducting an inspection of the property and determining the access did not meet the minimum standards as found in Chapter 14.17 of the Mason County Code. Since you indicated in our conversation that you have modified the access, I will return to the site on Wednesday Dec 20 at 11 AM to re-evaluate it and determine the applicability of the sprinkler requirement. In the meantime, if you have any questions, do not hesitate to contact me. Respectfully, i c MASON COUNTY • COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health July 25, 2023 Johnny & Stacy Stagg 2913 S. "C" St Tacoma WA 98402 RE PERMIT.• BLD2023-00528 Dear Mr. & Mrs. Stagg, On July 25, 2023, an inspection was performed of the slope and proposed driveway serving your property at 6120 North Shore Rd in Belfair. The purpose of the inspection was to determine if for purposes of this Building Permit, the fire access provisions of Mason County Code Chapter (MCC) were met or the installation of a fire sprinkler system would be required as a mitigating measure. More specifically, if the slope exceeded a 14% grade triggering this requirement (MCC 14.17.110). From the inspection (and confirmed by the Residential Site Improvement Plan you submitted), it was apparent that the route of the proposed driveway/access road had a slope greater than this figure. In addition, it also appears from your site plan that due to the limited area of the building site, it was not possible to provide a designated turn-around for a fire apparatus as required by MCC 14.17.090. Because of these constraints! I am writing this letter to inform you that a fire sprinkler system conforming to NFPA-13D will be required as a condition for your project. While fire sprinkler plans are accepted as a "deferred submittal", you are encouraged to engage the services of a fire protection contractor (or properly licensed plumber if you wish to install a combination system) as soon as possible to avoid any unnecessary delays to your project. If you have any questions pertaining to this letter or the inspection conducted, please feel free to contact me. Respectfully, Randy Collins, Fire Marshal Randy Collins From: Randy Collins Sent: Wednesday, December 20, 2023 1:38 PM To: 'opticode@hotmail.com' Cc: Joshua Luck Subject: FW:Access Letter/Sprinkler Requirement Attachments: Grade Letter BLD 2023-00528.pdf Categories: This message has been archived by Retain on December 21 2023 02:26 Johnny, Stacy, I enjoyed meeting you at your building site today to review the access requirements for your property. As we discussed, I am sending you this email to memorialize our discussion and identify the options that are available to you regarding the code requirements for fire department access roads.They are as follows: Option 1: Install a fire sprinkler system in the residence that is being built under the scope of this permit (BLD2023- 00528).This is required because your driveway serving the building site exceeds the 12%allowable slope and the requirement for a turn-around at the end of the driveway cannot be met due to the limitations of your lot.These requirements can be found in Mason County Code 14.17.110 & 14.17.090 respectively. Option 2: Obtain an Emergency Access Easement on your neighbor's driveway(to the west)that extends from the intersection of North Shore Rd, up the hill, behind his/her home and to the property line that is shared with you (and immediately adjacent to your building footprint). Please note that if you pursue this option, it will mean recording this easement on your neighbor's parcel map which will require obtaining their permission and most likely engaging the services of a professional familiar with this process. It is important that your neighbor understands that because the easement will remain in perpetuity, it will never be able to be built on and must remain clear and unobstructed as a condition of this agreement. It will also be necessary for a copy of the amended parcel map with the easement be forwarded to me. At that point, I will be able to sign off that you have met the access requirement and final your project. Please respond here to let me know which option you wish to pursue and if you have any questions, please do not hesitate to contact me. Randy Collins, Fire Marshal From: Randy Collins Sent: Monday, December 18, 2023 11:40 AM To: 'opticode@hotmail.com' <opticode@hotmail.com> Subject: Access Letter/Sprinkler Requirement Stacy, Regarding the sprinkler requirement for your project, enclosed is a copy of the letter that I sent last July after conducting an inspection of the property and determining the access did not meet the minimum standards as found in Chapter 14.17 of the Mason County Code. Since you indicated in our conversation that you have modified the access, I will return to the site on Wednesday Dec 20 at 11 AM to re-evaluate it and determine the applicability of the sprinkler requirement. In the meantime, if you have any questions, do not hesitate to contact me. 1 Randy Collins From: Randy Collins Sent: Wednesday, December 20, 2023 1:38 PM To: 'opticode@hotmail.com' Cc: Joshua Luck Subject: FW:Access Letter/Sprinkler Requirement Attachments: Grade Letter BLD 2023-00528.pdf Categories: This message has been archived by Retain on December 21 2023 02:26 Johnny, Stacy, Md�f. v/it/f G�r�i.� /�i !✓S.S�o�i7S Aor3zci I enjoyed meeting you at your building site today to review the access requirements for your property. As we discussed, I am sending you this email to memorialize our discussion and identify the options that are available to you regarding the code requirements for fire department access roads.They are as follows: Option 1: Install a fire sprinkler system in the residence that is being built under the scope of this permit (BLD2023- 00528).This is required because your driveway serving the building site exceeds the 12%allowable slope and the requirement for a turn-around at the end of the driveway cannot be met due to the limitations of your lot.These requirements can be found in Mason County Code 14.17.110 & 14.17.090 respectively. Option 2: Obtain an Emergency Access Easement on your neighbor's driveway(to the west)that extends from the intersection of North Shore Rd, up the hill, behind his/her home and to the property line that is shared with you (and immediately adjacent to your building footprint). Please note that if you pursue this option, it will mean recording this easement on your neighbor's parcel map which will require obtaining their permission and most likely engaging the services of a professional familiar with this process. It is important that your neighbor understands that because the easement will remain in perpetuity, it will never be able to be built on and must remain clear and unobstructed as a condition of this agreement. It will also be necessary for a copy of the amended parcel map with the easement be forwarded to me.At that point, I will be able to sign off that you have met the access requirement and final your project. Please respond here to let me know which option you wish to pursue and if you have any questions, please do not hesitate to contact me. Randy Collins, Fire Marshal From: Randy Collins Sent: Monday, December 18, 2023 11:40 AM To: 'opticode@hotmail.com' <opticode@hotmail.com> Subject:Access Letter/Sprinkler Requirement Stacy, Regarding the sprinkler requirement for your project, enclosed is a copy of the letter that I sent last July after conducting an inspection of the property and determining the access did not meet the minimum standards as found in Chapter 14.17 of the Mason County Code. Since you indicated in our conversation that you have modified the access, I will return to the site on Wednesday Dec 20 at 11 AM to re-evaluate it and determine the applicability of the sprinkler requirement. In the meantime, if you have any questions, do not hesitate to contact me. 1 STA7E OF 18FBSZ3000Z1 DEPT.OF LABOR LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION , AP t of Labor and Industries Paid date I Column ——Check --Fee a - -- -- 03/sUE sembled Structures ' ANDFIE . 4tb130 Olympia WA 98504-4430 NOTIFICATION TO LOCAL ENFORCEMENT AGENCY www.wa.gov/lni/FAS/ Date (case sensitive) M 60 The Factory-Built unit identified below requires completion work at the Mfg site as specified. Timberland Homes Owner's name Mfgr's serial no. Dept insignia no. Stagg D#7133 Installation address T ype of construction Occupancy ETA at site 6120 SE North Shore Rd VB I R-3 City State ZIP+4 C-ty Phone number Belfair WA 98528 Mason 253-735-3435 Installation site is in: ❑ City a County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ www.wa.gov/InYelectric&U INSERT NAME AND ADDRESS IN SHADED AREA INSERT NAME AND ADDRESS IN SHADED AREA To: To: Building Official Electrical Inspector 615 W.Alder Street PO Box 44814 Shelton,WA 98584 Olympia,WA 985044814 (360)427-9670 arriage Line Connection at Girders Per Plan Hook up ufer ground@electrical panel rriage Line Floor Bolts Per Plan Electrical crossovers in attic between modules Marriage Line End Wall Connections Per Plan Remote meter hook up W/emergency disconnect Ho a Attachment to Foundation/Tie Downs Per Plan Feeders from remote meter to electrical panel verify Un rfloor Plumbing hook up in Crawl Space clean-outs, e-install siding at end of house Blower door test on site(verify 3.0 ACH) Verify WSEC certificate Roofing installed on-site verify roof venting Installation of piggyback trusses g see sheet 7 ridge cut outs P ' Steps.landings,railings at exterior doors/decks Dryer vent pipe to exterior Underfloor insulation installation on site R-38 req'd Electric fireplace by others• ecks built on site Inspector's name(prinUlype) Phone:(8 am to 5 pm) anufacttaer s name(print/type) Mike Langford Office location Date Manufacturer's signature F623-013.ON notification to local enforcement agency 03-2009 Paae 3 of 74 Expires 6/30/2023 STATE OF WASHINGTON 1 RC gR SS / DE�T.OF LAR 4R AND Applicant.•Filro7ftFcdlAP§fX 3 0 0 0 2 INDUSTRIES --- ------- '-"'-""� FAS P Tj(,Pj3, Q Manufacturer Mfg No. P Labor and Industries lky,� -R*es Ti�wbered Structures A\K®IFffiDA.` 'IO\ Plans to be returned ter Address �t P Olympia WA 98504-4430 ��1 3 /U-11" st O WA Only City/Statet/IZIP I For Non-Postal Delivery(e.g.,FedX,UPS) WA Rev/ Courtesy }�-(/Ll./rn kf4- J Department of Labor and Industries - P ____RevlWA Courtesy FOR DEPARTMENT USE ONLY Factory Assembled Structures Other state 7273 Linderson Way S W sure IDee Ledg Sht# Check# $Amount A lication ID TurnwaterWA 98501 F-!Ap 09156908 CD $1,136.99 �S2300021 wwwma.gov/lnl (case sensitive) No. Date approved Expiration date PLAN APPROVAL REQUEST 18FB532300021 03/14/2023 06/30/2023 FACTORY BUILT STRUCTURES __. Fee enclosed Contact person's printed name: Date Signature Phone No NO FAX No New plan (Master design) (I Yr design) .__-__ See Initial MFG filing appropriate Resubmittal Renewal AP No. -� WA Addendum AP No for fees Plans review by L&I listed professional Note:Identify addendum items on ORA! Code cycles(monWyear): / 113C,IRC,IMC IB UPC: / NEC: /f4p WSEC,VIAQ: / * IFC: Size of building:: No of Occupancy Width: 2 P Length: D Area(Sq Ft): modules: 11 group: Type construction: Use: SUB SEC yr yr Seismic LL V 1 4 D - JI=i d t Roof live load PSF,4J Wind lold MPH-EXP: Floor load PSF:, /� LTj Plot plan subptitted7 Q Yes CM No If"No",provide distance from farthest projection to nearest building/property 1 Front: 1 Rear: 1 Left side: S( Right aide: Type heat: Central Fan powered Qforced air Q Hydronics LD Baseboard room heater Other __ Type of fuel: C �j/� JI A 1+ Electric Natural gas Propane tl er: �U u t Insulation Floo Walls Roof(Flat) Roof(Vault) values: _ ./L Q.- Heating zone: [ Zone 1 0 Zone 2 WSEC compliance chapter: Energy calculations: i Electrical service:' /)�} pc O Q 00 Attached Q On file-AP# Amps 2 r v! Campo Systems Prescriptive N/A HeatPtunp Yes No erformance Analysis Air conditioning Em Yes � No - Phase ] 1 Q 3 STATE OF WASHINGTON N/A Attached Attached/Design On DEPT.OF LABOR AND INDUSTUES L&IReview Professional Review file FAS PLAN REVIEW/SECTIO Structural calculations or test proposals AP# APPROVED Truss or rafter drawing(s) AP# 03/14/2023 Truss plan if over 3 different trusses AP# S B ECT Tn GODEr. Girder truss or ridge beam drawing HVAC drawing - Ed Cross section and elevation AP# Foundation plan AP# Electrical load demand calculation AP# Panel box schedule/Electric load cale's AP# Chassis drawing(CC units only) AP# Plumbing systems: AP# EA Operating pressure to _No of fixtures (�i- _ Total developed length RETURN PLANS W Regular mail Overnight @ customer's expense F-1 Carrier VIA: 0 Other: _---____-- ----,---_—_-_— Acct# F623-006-000 plan approval request 7-M Pagel of 74 Expires 6/30/2023 I°�� STATE OF W'ASHINCelire 18FBS2300021 ! 12 r DEP'N#r# jjy�, ry 1 (}j�" FAS an Fin out cone e PL RE�'1 N'/SE TI n o`>< r and Industries Pit WWFACAMER 1FGNo. s ft�1�dctA?�L?q~s�e,,m,,bied Structures Alteration IIVI� 1 - wnD!'I�.d �� W Replacement PaoouctgwrAct�ty�cor�as Olympia WA 98504-4430 p( 7 A140 For Non Postal Delivery(e g.,Fed.X LIPS) Ca Multi-Tagged MYSTATEMP rtm Depaent of Labor and Industries Ca WA ID U k g Factory Assembled Structures Lj OR ❑ Other McPHONE No. r r FAX No.�� 2 3 7273 Linderson Way SW Tumwater WA 98501 FOR DEPA"TugNT USE twLy www.wa.govAni/FAS/ areal No s (case sensitive) )E�.91 6" D � 1 APPLICATION FOR INSIGNIA Arm FOR FACTORY BUILT STRUCTURES SUBMIT ONE COPY- NOTE. A sepanne form Is to be used for each building unless multiple buildings have the same plan approval number. Contact pelsods printed name: r{1 Date Fee enclosed Alply &=4 11 6 Signature PhoaeNo /✓� FAX 2No A FEE FOR-EACH MSWM IS DUE WH APPLICATION—NOT SUBJECT TO REFUND 1 PLEASE MAKE CHECKS PAYABLE TO DEPT.OF LABOR&INDUSTRIES Dept Insignia No. Mfg ereal No. Approved Plan No. POD Fee j, O'� � 18FBS2300021 t y7.�pOF �/ � qOG 7C IS P 909 ao >sL INA 2� /IYi Szoi � TI / P I� Dept Insignia No. "Jv,,,",` /Mriftg Said N . POD Fee 2. Y-7133-- F) OF $ Dept Insignia No. Mfg Serial No. POD Fee 3. OF $ Dept Insignia No. Mfg Serial No. POD Fee 4. OF $ Dept Insignia No. Mfg Serial No. POD Fee S. OF $ Dept Insignia No. Mfg Serial No. POD Fee 6. OF $ Dept Insigtus No. Mfg Serial No. POD Fee 7 OF $ Dept Insignia No. Mfg Serial No. POD Fee 8. $ OF Dept Insignia No. Mfg Serial No. POD Fee 9. $ OF Manufacturer to complete: Regular mall aont6wed oar reNerse Carrier Number of lags: Via Overnight at customer expense— b►- Acct# Other FOR DEPARTMENT-USE ONLY :. Dame lr>Siptln Release u 02/2 �ao23': Id�cf►ae Ilul�e John-Paul Noble Gulliford q. F023-014-Wo P5ggl2tb " T 11-00 Expires 6/30/2023 STATE OF WASHINGTON 18 F B S 2 3 0 0 0 21 DEPT.OF LABOIR AND INDUSTRIES FAS PLAN REVIEW/SECTION AP ent of Labor and Industries ti Paid date Column Cheek Fee suwEH sembled Structures :' $ AND FIEffQ4ksr4W0 Olympia WA 9850"30 NOTIFICATION TO LOCAL ENFORCEMENT AGENCY www.wa.gov/Ini/FAS/ Dete (case sensitive) _ M 60 The Factory-Built unit identified below requires completion work at the Mfg site as specified. Timberland Homes Ownees name M%es serial no- Dept insignia no. Stagg D#7133 Installation address Type of construction Occupancy ETA at site 6120 SE North Shore Rd VB I R-3 City State ZIP+4 County Phone number Belfair WA 98528 Mason 253-735-3435 Installation site is in: City IZI County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ www.wa.gov/InVelectricall INSERT NAME AND ADDRESS IN SHADED AREA INSERT NAME AND ADDRESS IN SHADED AREA To: To: i Building Official Electrical Inspector 615 W.Alder Street PO Box 44814 Shelton,WA 98584 Olympia,WA 98504-4814 (360)127-9670 Marriage Line Connection at Girders Per Plan Hook up ufer ground@electrical panel Marriage Line Floor Bolts Per Plan Electrical crossovers in attic between modules Marriage Line End Wall Connections Per Plan Remote meter hook up W/emergency disconnect House Attachment to Foundation/Tie Downs Per Plan Feeders from remote meter to electrical panel Underfloor Plumbing hook up in Crawl Space verify cleaa-outs Re-install siding at end of house Blower door test on site(verify 3.0 ACH) Verify WSEC certificate Building Continued: Roofing installed on-site verify roof venting Installation of piggyback trusses g sae sheet 7 ridge cut outs p�Y Steps.landings,railings at exterior doors/decks Dryer vent pipe to exterior Underfloor insulation installation on site R-38 req-d i Electric fireplace by others• Decks built on site Inspector's name(print/type) Phone:(8 am to 5 pm) Manufacturces name(printltype) Mike Langford Office location Date Manufacturer's signature F623-013-000 notification to local enforcement agency 03-2009 Page 3 of 74 Expires 6/30/2023 STATE W'A 18FBS2300021 ,DEPT..O OF LABORBOR AND AND ` INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE 2018 Washington State Energy Code—Residential AND FIELD INSPECTION Prescriptive Energy Code Compliance for All Climate Zones in Washington g e artsi `i Ai t10 WfWM—M1rebL 1i 2021} These requirements apply to all IRC building types,including detached one-and two-family dwellings and multiple single-family dwellings(townhouses). Project Information --� Contact Information 6120 SE North Shore Rd ==�] Timberland Homes Beffair,WA 98528 1201 37th St NW,Aubum,WA 98001 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. i Authorized Representative Date i All Climate Zones(Table R402.1.1) R-Value a U-Factor,' Fenestration U-Factorb n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,, n/a n/a Ceiling e 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall`,h 10/15/21 int+TB 0.042 Slab d7R-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. 1110/15/21+5TB"means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall."10/15/21+5TB"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 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 may be reduced to R-38 if the full insulation depth e extends 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 f slab insulation when applied to existing slabs complying with Section R503.1.1.If foam plastic is used,it shall meet 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 9 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. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 1 Page 4 of 74 Expires 6/30/2023 STATE N'A LABOR AND i'T. R 18 F BS2300021 DE O OF LAB(fR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE �.S 2018 Washington State Energy Code-Residential ��{,AND FIELD INSPECTION Prescriptive Energy Code Compliance for All Climate Zones in Washington 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 Summary of Table R406.2 Heating Credits-select ONE Fuel Normalization Descriptions User Notes Options heating option 1 Combustion heating minimum NAECAb 0.0 ❑ 2 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 ElEnergy Credits-select ONE Options Energy Credit Option Descriptions energy option from each P category 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 0 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ r 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ I 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.61 High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path-Single Family 2018 Washington State Energy Code-R 2 Page 5 of 74 Expires 6/30/2023 STATE.O W'ABORAND 18FBS2300021 ,DEPT.OF LABOR AND + INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE 2018 Washington State Energy Code—Residential AND FIELD INSPECTION prescriptive Energy Code Compliance for All Climate Zones in Washington rim 1 LX—W- "M,6 S(ifmmiifurt al ' Summary of Table R406.2(cont.) Energy Credits-select ONE Energy Credit Option Descriptions(cont.) energy option from User Notes Options each category d 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6.le Renewable Electric Energy(3 credits max) 1.0 0 7.1 Appliance Package 0.5 ❑ Total Credits 3.0 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 5.1 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. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 3 Page 6 of 74 Expires 6/30/2023 STATE OF WASHINGTON 18 F B S 2 3 0 0 0 21 D'ePT.OF LAI{OR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE AND FIFI D INSPECTION Window, Skylight and Door Schedule Project Information Contact Information D#7133 Stagg Timberland Homes 6120 SE North Shore Rd 1201 37th St NW Belfair, WA 98528 Auburn, WA 98001 Width Height Ref. U-factor Qt. Feet Inch Feet '"°h Area UA Exempt Swinging Door(24 sq. ft. max.) _0.32 1 3 ° 6 ' 20.0 6.40 1 Exempt Glazed Fenestration (15 sq.ft. max.) 0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet inch Area UA Milgard Vinyl Window Slider 14 0.25 3 5 ` 4 ° 60.0 15.00 Milgard Vinyl Window Slider 4 0.25 ( 1 4 1:3 15.3 3.83 Milgard Vinyl Window Picture 4 0.25 1 5 1 e 7.5 1.88 _Milgard Vinyl Window_ SH 4 0.25 2 2 ° 5 G 20.0 5.00 Milgard Vinyl Window Slicer 4 0,27 2 6�` ° 5 60.0 16.20 Milgard Vinyl Patio Door SGD 4 10.28 16 6 41.0 11.48 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 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 y 0.0 0.00 I 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 Page 7 of 74 Expires 6/30/2023 STATE OF LABOR AND 18FBS2300021 DEPT.OF LABOR AND , INDUSTRIES ` FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE AND 10911, 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 1 0.01 0.001 Sum of Vertical Fenestration Area and UA 1 203.81 53.39 Vertical Fenestration Area Weighted U=UA/Area 1 0.26 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 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U=UA/Area 1 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 223-81 59.79 Page 8 of 74 Expires 6/30/2023 STATE OF N'A ER AND 18 F B S2300021 DEPT.OF LAPIPOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED OSi"Neating System Size: Washington State AND 1 #OMWtern 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 -- Heating System Type: O All DUw Systems 0 Heat Pump To see detailed instructions for each section,place your cursor on the word'Instructions" Design Temperature Instructions Design Temperature Difference(AT) 47 Shelton A T=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area In,-ructions Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) ® 9,152 Glazing and Doors U-Factor X Area = UA Instructions U-o.28 •' 0.280 62.72 Skylights U-Factor X Area = UA Instructions 0.50 ® — Insulation Attic U-Factor X Area = UA Instructions R 49 ' 0.026 ® 27.04 1,040 Single Rafter or Joist Vaulted Callings U-Factor X Area UA Instructions select R-Value • No selection ® -- Above Grade Walls fseeAvure 1) U-Factor X Area UA Instructions R-21Intermediate • 0.056 ® 62.83 Floors U-Factor X Area UA Instructions R-38 0.025 ® 26.00 Below Grade Walls(see Figure p U-Factor X Area UA Instructions select R-value No selection ® -'- Slab Below Grade seen!um 1) F-Factor X Len h UA Instructions No selection — Select conditioning Slab on Grade(seen' rre f) F-Factor X Len h UA Instructions ISelectR-value No selection -- Location of Ducts Instructions Duct Leakage Coefficient Unconditioned space 1.10 Sum of UA 178.59 Envelope Heat Load 8,394 Btu I Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 4,646 Btu t Hour Volume x 0.6 x AT x 0.018 AboveC,adv Building Design Heat Load 13,039 Btu t Hour Air leakage+envelope heat loss Building and Duct Heat Load 14,343 Btu t Hour Ducts in unconditioned space:sum of buildina heat loss x 1.10 Ducts in conditioned space:sum of building heat loss x 1 Maximum Heat Equipment Output 20,081 Btu t Hour Buildino and duct heat loss x 1.40 for forced air furnace Buildino and duct heat loss x 1.25 for heat pump (07/0.V13) Page 9 of 74 Expires 6/30/2023 STATE T.O LABOR AND 18FBS2300021 DEFT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SEMON APPROVED 03/14/2023 SUBJECT TO CODE A Property address: HVAC System Duct Leakage Testing(R403.3)_ chile WN Bullder/registered design professional na kxy All ductwork and air handler In conditioned space?(See Option 4.2) Y or N All ductwork In unconditioned spaces buried and tested at 3%total leakage,and air Y or N Sullderlreg.design pro.signs re: handler In conditioned space?(See Option 4.1.) Conditioned floor area: fts(per building permit) All ductwork S air handler outside conditioned space Insulated to minimum R-0? Y or N Alr handler present at duct leakage test?(Total leakage 4%if yes,3%If no) Y or N R-Values R303.1.1 HVAC leakage to outside test conducted at final? Y or N Ceiling/ Vaulted R- Floors: Over unconditioned space R Attic: Do HVAC duct leakage testa include GPS and time stamp verification? Y or N Attic R-:Vq Slab-on-grade floor R-_ ---'- - - HVAC system leakage test calculated design target: CFM @ 25 Pa Wails: Above grade R-� Fully insulated slab?YIN(Circle one) HVAC system leakage test measured results: CFM @ 25 Pe Below,int.R- Doors: R- ,R- ,R- Building Leakage Testing(R402.4.1.2) Below,ext R- Dwelling unit leakage test calculated design target: ACH @ 60 Pa U-Value of Wlndows,Skylights and Doors(R303.1.1.3) Dwelling unit leakage test,measured results: ACH @ 60 Pa Average area weighted U-value from Glazing Workshoet Average U-- Whole Building Leakage test(112 corridor only)design target: CFM/sf @ 60 Ps Whole Building Leakage test(112 corridor only)measured: CFM/ef @ 60 Pa Fuel Normalization(T&Vy2 R40&2 and Energy CTdhts 'faWo R408.3 Do building leakage tests Include GPS and time stampverification? Y or N System Type Number(1 to 6) (Select one) Male House Ventilation System lYsasured H te Flow Ras(M1lfQ3.4'/RC-WA) Clrtle one Energy Credits selected(1 to 71 ---- • Fuel Normalization Credit_5-+Total Energy Credits =Total Credits .C Are the system controls correctly labeled? Y or N The Whole House Ventilation(WHV)system operation and maintenance(O&M) Y or N Heating,CoWing and Domestic Hot Water instructions we p vkied to the building owner? System T anufacturer and Model Number Efficiency Provided on (date) Heating —-- Cooling - �'3 0 $f Whole House Ventilation tfan,l Type:(Ci °{�1 e DHW _ _ (1)Whole house exhaust fan,location t i L t1(r � (2)Balanced HRV/ERV,location 4 Drain water heat I For R2 low-rise,serves more than one unit? Y or N recovery (3)Supply or HRV WHV integral to the air handler. Describe system control sequence of Onslte Renewable EnergV Electric Power System operations or reference to design submittal: System type System design capacity kW ------------- Rated annual generation kWh/yr Specify rundlme: ' hours per day CFM AApplianc*s Enew Ste►7 WHV calculated design minimum flow rate per plan submittal: Manufacturerartd Model (Cffd&one) WHV measured min flow rate at commissioning:Exhaust CFM,Supply CFM Dish washer Y or N Do WHV flow tests Include GPS ti time stamp verification? Y or N Refrigerator Y or N HRV/ERV sensible heat recovery efficiency: Washer Y or N Commissioning Notes: Dryer Y or N _ Vented or unvented? If vented,CEF rating Gas fireplace/heating stove(Section R402.4.2) Fireplace efficiency(FE) Odw Manolatory Requirements GrcM on Heating or Decorative?(Circle one) All other mandatory requirements of WSEC-R have been met? Y or N Page 10 of 74 Expires 6/30/2023 STATE OF WASHIN 18 F BS2300021 DtPT.OF LABOR AND AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/1 ` SUBJECTT TOEnergy Program AN�FIELDINSP . Insulation Certificate for Residential New Construction WASHINC'TON STATE UNIVERSFIA Permit#: House address or lot number: Walls Blown or Sprayed Fiberglass or Cellulose-Walls Type of insulation: Eibeciko R-value per inch: Manufacturer: vj1Jf Coverage area: R-value: Q--Lt Bag count: Floor Blown or Sprayed Fiberglass or Cellulose-Ceiling Type of insulation: %bP R-value per inch: Manufacturer: 61 v`Ite Coverage area: R-value: Bag count: Flat Ceiling/Attic Sprayed Polyurethane Foam(SPF) Type of insulation: Density: Manufacturer: •f Installed thickness: R-value: R-value of installed thickness: Single Rafter Joist Vaulted Ceiling Building component installed:(circle one) Type of insulation: walls floor ceiling Manufacturer: R-value: Insulation Installer Company name: &U Ky-" u I Installer name: Installer signature: Date: Phone number: Email: Washington State Energy Code Reference: 11303.1 Identification. Materials,systems and equipment shall be identified in a manner that will allow a determination of compliance with the applicable provisions of this code. R303.1.1 Building thermal envelope insulation.An R-value identification mark shall be applied by the manufacturer to each piece of building thermal envelope insulation 12 inches(305 mm)or greater in width. Alternately,the insulation installers shall provide a certification listing the type,manufacturer and R-value of insulation installed in each element of the building thermal envelope.For blown or sprayed insulation (fiberglass and cellulose),the initial installed thickness,settled thickness,settled R-value,installed density, coverage area and number of bags installed shall be listed on the certification.For sprayed polyurethane foam (SPF)insulation,the installed thickness of the areas covered and R-value of installed thickness shall be listed on the certification.For insulated siding,the R-value shall be labeled on the product's package and shall be listed on the certification.The insulation installer shall sign,date and post the certification in a conspicuous location on the job site. Exception:For roof insulation installed above the deck,the R-value shall be labeled as required by the material standards specified in Table 1508.2 of the International Building Code or Table R906.2 of the International Residential Code. Page 11 of 74 Expires 6/30/2023 STATE OF LABOR ANDWASHINGTON18FBS2300021 DEPT.OF LABOR AND INDUSTRIES I Residential Electric FAS PLAN REVIEW/SECTION" APPROVED Water Professional Prestige ProTerra 03/14/2023 , 1 1 Hybrid Water Heaters SUBJECT TO CODE AND FIELD INSPECTION i The new degree of comfort.' Professional Prestige' ProTerra" Hybrid Electric with LeakGuardT11 is the most efficient water heater available Efficiency Operation Modes •Up to 4.0 UEF reduces operating cost • Energy Saver •ENERGY STAR"rated • Heat Pump •Title 24 Compliant(JA13 Ready) • High Demand Performance • Electric •Delivers hot water faster than most •Vacation/Away:2-28 days(or placed standard electric water heaters on hold indefinitely) •Ambient operating range:37-1450 F Plus... is widest in class,offering more days . Premium grade anode rod with of HP operation annually; designed to resistor extends the life of the tank meet Northern Climate Spec(Tier 4) • 3/4'NPT water inlet and outlet; Easy Installation 3/4`condensate drain connections •Easy access side connections • Incoloy stainless steel resistor •Quick access to electrical junction box elements • Easily replaces a standard electric • Dry-fire protection water heater • Easy access,top mounted washable Integration air filter •LED Screen with built-in water • 2" Non-CFC foam insulation sensor alert with audible alarm' • Enhanced flow brass drain valve •Integrated EcoNet®WiFi-connected2 •Temperature and pressure relief valve technology and free mobile app installed gives users control over water heater, a Design certified to NSF/ANSI 372 allowing for customizable temperature, (Lead Content) Professional Prestige vacation settings,energy savings and system monitoring at home or away Warranty ProTerra Hybrid •Demand Response Ready with built-in • 10-Year limited tank and parts 40, 50, 65 and 80-Gallon EcoPort(CTA-2045 Port) warranty Capacities • LeakGuard"and LeakSense" See Residential Warranty Certificate for complete 208-240 Volt/ 1 PH integrated leak detection and Information prevention system with factory Units meet or exceed ANSI requirements and have Electric installed auto water shut-off valve been tested according to D.O.E.procedures.Units limits leaks to no more than 20 meet or exceed the energy efficiency requirements of NAECA,ASHRAE standard 90,ICC Code and all C U�, US i Ounces of Water s' state energy efficiency performance criteria, v kft.s 'AvaAable with select models.'WiFi broadband internet connection required.3Source:Rheem Leak-Sensing Data;testing under a vacuum lock using 50-gallon tank,no expansion tank,average tank pressure of 40 psi,assuming no additional faucets are opened. See specifications chart on next page. Page 12 of 74 Expires 6/3072623 NO.HP-375-SO riev.I STALE OF WASHINGTON 18 F BS2300021 DEPT.OF LAB6R AN D INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/Z023 SUB,JECTP (essional Prestige® ProTerra Hybrid Specifications AND FIELD INSPECTION NOMINAL RATED ELECTRIC ENERGY YEARLY RRST"R. RE� TOTAL Wiry APPROA 40 36 PROPH40 T2 RH375-SO"7M" WIL3.�75 ' 04 4,200 60 26 4,500 5,000 21 04 4 200 27 4,500PROPH65T2 RH375-SO55 4,200 75 27 4,500225 - 262 80 72 PROPH80T2RH375-SO149 4,200 87 27 4,500 5,000 i 21 244 281 Estimated energy cost based on a national average electricity cost of$0.12 AdNh.Uniform Energy Factor and rated gallon capacity based on Department of Energy(DOE)requirements. All unRs have integrated WiR control board. 2"Clearance Needed • � for TIP Raleau I F i ) G r �O H A C E Wo D oewwriom DIMENSIONS tSHOWN IN INCHES) MGM 40 PROPH40 62-5116 20114 1 47 1 3.5/8 39-5/8 1 25-3/8 1 20-1/2 78-718 22-3/0 23-1/4 50 PROPH50 61-3/4 22-1/4 47 3S/6 39SM 27-3/8 22-1/2 78-5/8 24-" 25-9/16 65 PROPH65 64-3/16 24-1/4 48 3-7/8 42S/8 29-1/2 1 24S/8 81-1/8 26-1/2 28-1/16 80 PROPH80 74-3116 24-1/4 59 3-7/8 42-WS 29-1/2 24S/8 91 26 1/2 27 3/8 Page 13 of 74 Expires 6/30/2023 2 STATE OF WASMNGTON 18FBS2300021 DEPT.OF LABORLABORAND ' INDUSTRIES FAS PLAN REVD?WISECrION APPROVED 03/14/ 03 , S�,ECT� id Water Heater Installation Guidelines to Provide Optimal Efficiency AND FIELD INS CTION Heater: Not Ducted Heater: Not Ducted Room size:Smaller than 700 W(e.g.7'x 10'x 10'). Room size:Larger than 700 W(e.g.Tx 10'x 10'). Requirements:Full louvered door OR two louvers Requirements:No additional ventilation needed. top and bottom.See below. O ( O I Heater. Not ducted Room:Small Closet Requirements:"Air gap under door equal to 18 in2(0.75"clearance). Louver must be located the same height on door as the air exhaust on heater. Heater air exhaust must be positioned towards louver within one foot of door. 0 Air exhaust 75' * 1Y Max Door Heater: Ducted with inlet OR outlet duct Room size:Any size room Heater.Ducted with inlet AND outlet duct Requirements:Air gap under door equal to 18 in' Room size:Any size room (0.75"clearance) Requirements:No additional ventilation needed. Er 0 'w 24' .. Page 14 of 74 Expires 6/30/2023 3 STATE OF LABORWASHINGTON18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUW AND FI This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between 1/1/2015 and 12/31/2020. CERTIFIED Certificate of Product Ratings AHRI Certified Reference Number:8738636 Date:02-11-2021 Model Status:Active AHRI Type:HRCU-A-CB-O(Mini-Split Heat Pump,with Remote Outdoor Unit Air-Source,Free Delivery) Outdoor Unit Brand Name:CARRIER Outdoor Unit Model Number 38MA0812R--3 Indoor Type:Mini-Splits(Non-Ducted) Indoor Model Number(s):40MAQB12.8--3 Rated as follows in accordance with the latest edition of AHRI 210/240 with Addendum 1,Performance Rating of Unitary Air-Conditioning&Air-Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored,independent,third party testing: Cooling Capacity(95F):12000 EER(95F):13.00 SEER:22,50 High Heat(47F):12000 Low Heat(17F):7800 HSPF:12.00 Sold in?:USA,Canada t'Active'Modef Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for safe;OR new models that are being marketed but are not yet being produced'Produclion Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still setting or offering for sale. Ratings that are accompanied bywAS indicate an involuntary re-rate. The new published rating is shown alono with the previous(i.e.WAS)rating. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to.and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at a ww.ahridltitetwy orr. TERMS AND CONDITIONS , This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part.be reproduced;copied;disseminated: entered into a computer database;or otherwise utilized.in any form or manner or by any means,except for the user's individual. T- personal and confidential reference. AIRLOAOIT"IkG HEATp/O, CERTIFICATE VERIFICATION •REiAWEAAtMN erRl7TlfTi The in wmatior,for the model Wed mr thin ccrhhtatc can be ierhed at chcl,on'Vol Car161Eesto Ina and enter the AHRI Certified Reference Number and the date on which the ce•tif:,cate was issued. which is listed ebose and the Certificate No Which:s listed at bottom right ( -------- _- - _--- G2021 Air-Conditioning,Heating.and Refrigeration Institute CERTIFICATE NO.: 3zE7ssHhD3699aata Page 15 of 74 Expires 6/30/2023 STATE W'ABORAND 18FBS2300021 DEFT..O OF LABOR ADD INDUSTRIES FAS PLAIN REVIEW/SECTION APPROVED 03/14/2023 SURD AND FI Outdoor Unit •le Zone Heat Pump Ductless • •or Model: 3i Submittal Data Job Data: —� Location: Buyer:1 Buyer P.O.#:1 Carrier#: Unit Number: Model Number: Performance Data Certified By: Date: \. STANDARD FEATURES r •Variable Speed(Inverter) / \ •Factory installed Base Pan Heater /(J�/�J//� �� •Factory installed Crankcase Heater ////�/// y� �►� •Low Voltage Controls \ •Auto-Restart function jI?i •Condenser High Temp Protection ; ?jRefrigerant Leakage Detection Illll! •Modes:Cool,Heat,Dry,Fan,Auto •Quiet operation ��J��/ •Anti-corrosive fin coating LIMITED WARRANTY" •10 year limited to original purchaser on compressor ' and parts upon timely registration,otherwise 5 years *For residential applications. See warranty for full details. NOTE:Images for illustration purposes only.Actuel models may be slightly difrereM. System Size 12 Face Area S .Ft. 4.5 Outdoor Model 38MA0812R--3 Outdoor Coil No.Rows 2 Volta ,Phase,Cycle V/Ph/Hz 20B/230-1-60 Fins per inch 18 Electrical MCA A. 9 Circuits 4 MOCP-Fuse Rating A. 15 Type Rotary Inverter Operating Cooling Outdoor DB Min-Max °F(°C) -13-122(-25-50) Model ATM115D43UFZ2 Range Heating Outdoor DB Min-Max °F°C -22-86 -30-30 Compressor Oil Type VG74 Total Pi Ing Length ft(m) 82(25) Oil Charge Fl.Oz. 17.6 Piping Piping Lift ft(m) 32(10) Rated Current RLA 5.7 Pipe ConnecWn Size-Liquid in(mm) 1/4(6.35) Unit Width in(mm) 32.09(815) Pipe Connection Size-Suction in(mm) 112 12.7 Unit Height in mm 21.81 554 Refrigerant Type R410A Unit Depth in mm 13.11 (333 Refrigerant Meterin Device EEV Outdoor Net Weight ibs k 91.5(41.5) [Charge Ibs(k ) 3.31 (1.5) Airflow CFM 1,200 Condensing unit above or below indoor unit Sound Pressure dB(A) 56.0 For Compatibility See Product Data Accessories RCD#331831-701 Piping Adaptor Kit,to facilitate piping installation when matched with FMA/FMC/FMU RCD#40MD0000D3 Piping Adaptor Kit,to facilitate piping installation when matched with FV4 Copyright 2019 CACIBDP.Atlanta.GA.30339 Edition Date:0712019 Catalog No.38MAR.12-3075B SUBJECT TO CHANGE WITHOUT NOTICE Page 1 Replaces:38MAR-12-3-MSB Page 16 of 74 Expires 6/30/2023 03/I/2023 .va rnon Q w o �s CE ERAL NOTES, SHEET INDEX PROJECT INFO 1. Edsvet stag Imrinot<rat leas ttan 3 fed(914—0 ham lroperfy ka 3 feel(914 rmd 1—a obls and ram Woble GI COVBt^JEST TYPE OF CONSTf01L71CN V-0 Wvi�W No Ma bidrq and 10 fed(3046 rmd hom med-kal I T0f5 5,TE R2® TKP! WLM,*50.�. ID40 of Wa—-,,f.hve Ma opvinq 6 located 3 fcd(914 mm) above the or Woke.Me—ol eehwsl IemiMiorn must—T4y riM� 2 FQWT t RIGHT 13EVATICN3 OCOTPANCT R-! 2015 IRC M1504.3. ! l8T<I3lR 13EVATWK USES SINT�E FAWLY RESIGBICE 2. Fk.'iq pv IRC 2015 R-705.4: 4 ROOR RAN RDCrt DVE LOIO 40 PSF The floe!*,dal admd fo Itr saf—of 5 t AT10N PUN APPIJCAdE=E5 IRC w161 IDC w15,UPC 2018,ME 20w,IFC ww Yow W 15 fhe e.tedcr v l&v h.Espe ioly rat,sectlm-4.COMn—ly a 5A AUT t your PINT ROOF SNOW LOAD 25 PS' obese al pnqudiq rood hen.Appovcd canosiarF—tang flo"irq ed 6 Sl;ax-nR NOTES,AN010R tMT t S1FJ2tNL 50®LlES t OETAL M W Sp® Iql aha� yD of ole-fadim In a mh,b fo prevml en6Y d rN W.the FA not cavity a penehdkn d vdv to the bully shucMd harip r� "/ TYPICJL CROSF`ltilt4! FAQ D carpaenfs. V 11I DErA NM a,55 v 1,654 5-590 6 El HF.LIRIC�IL PLAN h- 1 3. Wale Vane VenBdian llekq GAad Farr t1RC MI505A1 Qtl E2 9EClidCAL RA4J-SO®IAES/fiBl.ISECIWl74.NOTES -CFM E.—I,Fm Flav RaBq Pv Tobk M 1505.430). PI RIPEING RAAI oaefyirxN 1ldle M1505t.A=(rot Ibdmud t ref dWbded S facta)� V 1 -Fan—lydle:24 hsa clock tin t ropob-y of—h—s PE.T D cgva— Tfd1LTLRN.Blile�2PMl'{3t91 mood ord alma. cmhd t occeesble. 5 4 Yule have faro shod hove a sme ratirq d ID a is d 0.1 iahee wq. Wdoor&W dl be 6~h to.,.-r.Imloble roam by idddd wldaa or klcls.M,—addax d s�gpF arc sepord d korn c.h—t pals by doaa STATE OF W'ASIIINGTON �`shod be made to vwee ar flow by irtalohm d 6s6bulm dxls. cdi^9 does,9 i-I,—a smla mean.Dose shod be udvuR a DEPT.OF LABOR AND INDUSTRIES mkr of 1/2'dove Ma floor SPECIALTY COMPLIANCE SERVICES DIVISION 4.Sec Mn f1EA holiac to I.-.dedarmwnf agvay>tam anadaa io M:s FACTORY ASSEMBLED STRUCTURES PLAN APPROVAL NISFBS2300021 plon W.MPA itrnn may revie review,gw-1 ard'n.pect—by bcd a A.0y havkq A^ fi .TYPICAL ALL 511E I1,6TAOJ30 ITEMS. SUBJECT TO FEELD INSPECTION. 5.F.—W—pk—and defals or.not r.,.-d by Ul.e..0 fa Ile OVERSIGHTS.OR VIOLATION OF RCW/W'AC's renson t0ay of Ma deser to s.gpo.the modulo Wldrq.Approval and OR WA STATE CODES ARE NOT APPROVED i W ti-of tfrs fwaddian sysfem 6 Me M6&r—of the lord 6.1*q 03.14,2023 &Wd.his 6 Iy*d fa d1 fmnddion reded daeb,Woks and vl¢mahq _ Michael Luke DATE: canfmwd nitrn Moe plm set. s.ti ura EXPIRATION DATE:06/30/2023. 6.Orr:.ux ad loaaflsn of Mn modly boddq 6 Mc ja66cf d IM kad bAdq tk d.Ste q,.a ord plol&daps pbn—M--d by WI. 77— STATE OF WASITINGTON 7.Al apploncee ad cqA f m.f be imaged pv ma+daclvv's.pe T s vu1Vn DEPT.OF L caar ABOR AND INDUSTRIES and n odar ' sppk bk 6hro.Mond avers intdioa lol FACTORY ASSEMBLED STRUCTURES .ahucbare stag be avaleble m he labsde d the Ma d iupecTan. �� ELECTRICAL PLAN REVIEW 7133 PLAN APPROVAL,MISFBS2300021 ma BY:Jason Summers DATE: 03,02/2023 EXPIRATION DATE:See main plan euminer stamp awe SUBJECT TO CODE AND FIELD INSPECTION /� NOTE SEAL FOR STRUCTURAL ONLY C-I Page 17 of 74 Expires 6/30/2023 03,14 2023 i:h€. FOUIN IS ION AN UTIL FOR: 51 TE PREPARATION 3. --WA—Ii Fah Amnmk SET a�ARrsE AWESS w TO I. FounAnaa AND ununEs A. Foundation petal: AGREEMENT CUSTOMERS, I. Provide and install foundation as n foundation and provided Tm6aland Hanes, A. Foundation d fully p4epaed ors specified. ��' pis+ epetificdians P by 8. Foundation chonged Ihwt notification to rmberwrd Florrnes. Plans.11 be stamped•Frwl Plans far Conshuctan'. C. Relocation of foundation on the site.resulting in changed moduk placemenf. 2. Provide and instal 2 x 6 heated mud sA,secured to ersbecided anchor bolts,and topped by Iv 6 spacer boards D. Change horn normal side placement to unanticipated•end,olr placement(extra between anchor bolt nuts Detail•Al. change). B t C.He*t of Foundation: E Unreasonable• Additional crew or ys requipmc�t ��nts and equiprrhent charges due I. I. Fa crawl°pace-type foundations,—in—height INSIDE OR OUTSIDE of foundation k NOT To EX®37 from Improper site preparation _ bottarn of footing a grade to top of mud sill(Ref.b-C).ADDITIONAL C05T5 WILL DE ASSESSED IF OVER 37. 2. M ground adjacent to the foundation is to be firm to allow fa delivery and placement of the home. Customer undeisto ds site re srements and agrees to the above,and will be responsible for sane.Custoner also agrees to pay additional charges if site is not D. Water Supply Line/Gas Pipe C Vent prapvly prepared.if additional a luiprnent is required,or it unwarranted stand-by tine is I. Install I'diarneter supply Fine fron 3 ft.outside the foundation(size of pipe may way due to local requirements) or uireents) Incurred.Further related infarrrtation d responsibilities e listed on SET UP to 3 ft.inside Itx foundation. AC42133•ENT. 2. Provide ad install 200 PSI poly line born the wafer meter.Line to be installed at depth of 26 Iron meter to hone unless otherwise specified by code. 3. Provide ad instal piping for all gas appiances. i E. 5ewe Sleeve: 4 I. Provide and install 4•ADS sewn sleeve through foundation of a 2%slope to the outside(1/4•per foot). 3'A55 trough foundation wa11 abouf 3'with cleon out outside of toudation.Detail*El. FC& Install ALL P05T MATERIAL V.I."F'and•Gl.See foundation pion fa specifications.Posts ad beans must be instalkd Ch © B prior to delivery on all hones. 9 2. ADEQUATE ACCE55 TO THE SITE C) •''ie" Timberland Hones win%deliver you home modules on special pneumatic-lift balers which out huc1s It place pvallel vith the ® i� length of your foundation,ready fa installation by our set crews.Our truck and haler is about ba lonq,dependnq upon the size of the hone.Con equently,t is very inpotont to have odeq ote driveway clearance,as wet as on-site clearance to get to your .' foundation.A Tinnoerlaid representative will certify highway accessbiity,but it 6 the Customers responsbiTty to provide adequate occess onto the property ad up to the foundation. A. Driveway ad Culvert: o»a v« I. Driveway must remdin of least 16 ft.wide on straight-aways,and wider at comers. 2. PRIOR TO DELIVERY DATE:Ditches and hales must be filled,and stunps r--d.All int—f"frees must be DETAIL'A'' rerve nod or W-ned,ad al m overhead wits ust be propped up,repositioned,or removed for clear access to the job site.1,4e need a minimum of 16 ft.ckarahu). B. Grading and Levein4 smss r ws use xas 1. Level site along length of foundation where pacement 11 pour.(side pl--t).5hwld not be more than 32'from grand to tap of mud sill. 2. Provide adequate space to driver modules far placeme t.A two-module home is placed accordinq to Detail•Hit. Far bigger harries,additional modules are brought into the sane location when preceding modules are instalkd, s •;'s;:': ear, x C. Permits and UhStks: DETAIL V DETAIL W 3. PRIOR TO DriIVERY: aww w. o.Provide all necessary permits,and have seater t sewer into the foundation. °s" •^ +e*•eW++►r 1133 b.Make arangvnerits with your torn)utility company to hook up power and gas immediately after State and w%� local inspections have been eonplefed on site. a'^•'� oar. Delays in getting pemanent power will hrpact your move-in daft. xplr 03i1g 2023 13.0• MA132IAGE LIME 13'-0• p"1p MGOJLE B MODULE A ° z 12 6 IQ 6 0 [�C� w s 12-08-2022 q MODULE A MODULE 8 b a -- KEY PLAN RIGHT ELEVATION SCALE:3/16•- 1'-0' m� 4 6:12 �� -__ LINE LAMINATED 5HINCCE5 `^ 2X6 FASCIA PLATE HEIGHT WINDOW TRIM ❑ ❑❑ _ __ o L _ r 5HINGLE a b SIDING ' 1 m �•, CORNER DOAP06 lei MY1 I x r 51CIRT BOARD MAIN FLOOR '�� ■HB APPROX.GRADE LINE casysirwu sro+caes-w+nae n.�°c DE51GN REGUIREMENTS 7133 S17.G: YUImIE•JYYlF'. anas+wlw.n-a DJsaw�voor FRONT ELEVATION ab WIND01^15: vam i w mA Yaw e�wosura:v _ SCALE:3/16•- I'-O• ENCLOSED SOFFIT5: NOTE: ENGINEERS SEAL FOR STRUCTURAL ONLY 2 K�03/14 2023 of" 13'-0 CL.MIAGE LINE 13'_O A MODULE A MODULE 6 2 27259 CAP LINEONAL 12-08 2022 IML Ol up vx xrsro�na.xb — � �44�4 b� LEFT ELEVATION j � SCALE:3/16'- 1'-0* ng 6 12 - - - DTIMIL - B® -- REAR ELEVATION 'ap SCALE:3/16'- 1'-0' N4IE: ENGINEERS SEAL FOR STRUCTURAL ONLY 3 03/14 2023 wm ^ amaW12 7q le'A Y.' e'-IO 1/4' 17J' 7D' a]pfn �,1 of /e• a. urw',rc°Gwr W O v-lo s/e• a'-r I In I Irr vet�� I: r Ir DINING RM IL_ , � ` 0 f BEQQQQM#1 D o as sOv.' �/ s� O 0 _ I In �A _ �m Q f I 6 iWRPb I• ___ h �� n� UTL, ve q D I A GREAT RM D xmia / ^iM k § swt �. � a � aas•mn �tB 5'-I I' 7ti 5'-I i' Q pp pM iaw so sro' a' s s-s lro• wo.'b.. ° U� 1 FLOOR E4 2-oa PLAN NO1 as Irr ' r. ann AA 2022 I)OE5M LW O�a MID. 4 a W FLO:a UW Imo °� wnlrn 25 W RXF NM ICVD Q SEE SNEEt i6 fOR ALL COtNUII NOiFS SL®•I W N➢H b6aSrE. M10 SCNfDULES. 511E O.ASe tT Ss•Ibm Sl-6% itl. 23 nnead.uo N@E5 rmrr TO WW 7 133 Ton c A¢ns+r a:ueoz wn IKVSMR GOD f 51IJDHmS. — e)O .WO OFL.M2 M XMST5 TO � O-C, � FLOOR PLAN NOTE: M ALL D ENGINEERS SEAL FOR STRUCTURAL ON.r SCALE:3/I6'- r-o 4 •u03,1 20233 �� .Ty w Z � o AL AL Cc= Nt 21-II sir' 12-08-2022 G ee Ir1 L --------------- -------------- ------- [�' -------------- ------------------- D I I Ib•-9 sie• Ir-7 v.' e'er sro• za w.m 4'o r-ii +'-Ii .'-n yr !-io ve• r-io Ir1 r-u Iro' s'-i v+ ,.xa� Ir r ,bwa rz I I r r I Q e L�J I I z.'xxxa T I y� me vo wnv ze•z.e•x w--� —J ra x az x a I I M EMH G YNY I I I I I b NL1 M DIFS El.W.Y M YDIQSpFA WY �, I I Mn avers I I bt § I I aaa i t a 4ims Aft II � it Ob 6.q[+40101 VMOi PY.� LL�rl �II II ----------------------- ---------- z81 anoz aen zoluuu rh tmev (11 IVR A6 tru Is'-s I/1 %b. 4on $�M as , MllE sa strtrt/n.oa wnvn ru cawuan worts wa x�cw.[s 7133 FOUNDATION PLAN 7 NOTE: 5CALE:3/16*- 1'-0' ENGINEERS SEAL FOR STRUCTURAL ONLY X1513072 .3 ID I ID II 26-c 1 I 1 I R L O V P O C i z m N 15-0' L S N T O A 0 Nj F o ,. Z 5TAG6 AFAR 9 TIMBER LAND rAA FO"ATM MOTES 03/14 2023 "�eT. T• IJ FOR Pu51TIYE CC",Cr W eE'OM P06T AFD PAO V!544'1� AND A.m MA•Syr.. t YPSON 5666 Po bi4'r t bD~Qt EliINJ /� SFPS[N'A Ml�MR"1102 E04V.1 21 FOMS AND POST LOCATI MAY M NITNN Y M ROCF FOIL LCLATT". Q�... 2725E 51 511E CWM4CTCR TO LM Y All OFENSIQ ON Fri F ATON OAr�f(,�G <l FQ YKN CQJIRACT(N W51POeEIE FCR 59 H2 NATM PCAB AND 6A5 LEE IODOC-0%5 N FO/DAMM1 56E=n eui QIT a Imm TO EE 12-08-2022 FLACFD MT5 ND M11N 6 5 e.a nE F ATION NNL eY THE 5TE CCNIRA WT 5J FOU ATKN N PER MZ W CRNi.SACS•13N,E. 15N-150-815,A. 9 p.T.CF SAID Ltw.HOD. N 5 TO OE WW AND LOCAM N FW eY FOLWATKN CDNtRALTOB el OZ"ASACE AC'(E55 5%E CYNTRACTCR TO LCKATE ND RD'r10E Q SPALE ACC PN8 TO MIST IOCK [QE AND SIZE MWtZB 6 LOCATION TOE xla"ID 50 AS NOt TO ALIAI w/ "29",4 WC61AY5 LBICS,AND ETC_ F !a TJ ATKN TO E AS m TE RFaf✓ s LL 5 CF iNE LOCAL lB7NCIKN. Lq ANCJ.TOF2 ear 50eLxE �Q mAm SILL—tE Awcwe 181fl( �0 AIN 1/7 Oil A AD•a<.AD. P.T. .1raolle FIATS YIAYER V 1 AD2 1/Y DIA.a Ie'—AD NOT U5ED i gg SEMbWJ.5G*PAE i214A7D .Y.VW'PAM WA51W ! AI/Rf %NB 5 AD5 IAY CM a b•—At Nor US® LL55 NAL6f aYAS/Nf FATE NAD6l SNI Ol900.fN fW 06wt IS/!Y 0.ritD STi XILPA NOTES SIR Of So m i As. NOT Ltl® FO-WAYM Ww 0.TND VX FOLWATKN%l S W pFl0J6 I'M W SW OE S IM ad E Y we SE IDIE N01lep eE9fl6 CAPA0IT.W IfNN elLCM FN5N fRAOE. MAL SMEAT r YEAW W1 m FLAN W 5t lv IN. OE Od EY— SE NOTE S WT UND [CYiJEIE ed 6 e'OL.IM MLI E S11D5 W MSW27 STRM AND i NALS. LOMHTE TO HAW A b MY MI~ STD T9) SM PAN FCR LOCAYM A6 FXN SEE 01 E i F<. SE MM 5 NOT 1� STfBXTN Cf wx pd. ND QIANTTT. _ NOOF>®SPOla 2b OOfTtN PLATE SN6 m SM�D 6d EY rr. SE IJDIE 1 NDT Ulm TElFOROW 5TEF1 ST)D10.SH Fl Mun¢P FOR LOCATION AND S/]7 RrilD NL WWF<P B@If`JINL fQi®d TO ASTN OJANiItt. ]/A'SIDRAOR 5NT EAO(5DE Ab15 CRALE a. iA.o NO(O FRAMX (D faJT.Mn nRM JOIST NDM55 50611E a Llem ORAAN6 WD1JD.00d W.16) � I.SORAIE 15 D'A®Ol]DID EL ND pl IDm —LRY WNDJ 2xe 5KD PLA1E FRN®NALS MIN 2.4 dfMM W44 R STIRS f 2i rA_ Al H4 N0.2 FCR IFAL1325 E AS 9 . a/11In F(ISDATKW HAL 2 PLYWOOD M OO N SPAN RAT®24/0 Iff JM AID MAT EE el DMJGLAS FR N0.2 POStS AND JOST5. 2b 5LL FAtE ].51FATiW6 TNTOESS MAY%RELIRID TO 5/e'OR Me O.1 NB<AR STD QUM F 511D5.NAL FATES. PROrLID 5TID5 AE E le.,MAANN. 5LL FATES ND ORD". 1.MAL OODIE ST TO6ET MITI 2 d Wd M*T0J NALS E W F<. A.SWATHING Z-oois TOf WS E D T AiiFD To STIRS ND Ill D)FfEShcg' %EAT AL IDDO IN C(NTALr MM CCN6 . -1199 2.SQJ 5TD10 WMDOAe ARE TO BE WTAI PER MANFACUW, 5.5TID5 AM TO eE 5N"Y 40 f OR MIOOR AT EJ ALL 5TTeJLTLRAL CPlFLT(RS TO eE MNLFACTf DY WTIa CT1015 EYLIDT N B 15 TO EE i CUT AND IX WITHIN IDJ PNH WG�AMP J T"INEJID 5tAbC$ED SeV501 SRVD-TIE a w 2-I/Y M TOP Y PINJ05T IINN Al fEMANNe 110E5.NNN 1l ff 12-led Fog 643 S SIM S .ItSN1. FJ METE CiNECTM5 AE SEOAED TO PfE551W%EMIR (DN101 If8 NALS IEOD.IOD ACC\110IUL N0E5 AS NSH)®. e.AL N AM TO DE CCMCN NRE. lwm 0 c Ac/ C A.C ND NOIDOT DCRATES T.94MW NALNO AT N16E®IATE 51FP s Pi SWMN LMAA 615.A`ODAYM M STANESS 5T �1HOLD 11DETAIL TO DEDd01Y.<. h NOT r0 S^1!E e.51EAMW NA"ATE TO eE CBLB1 S0 MAT TIER IFADS �'� ATE M1151(HM TIE 5MACE OF r SIFATYNG. NOTE ENGINEERS SEAL FOR STRUCTURAL ONLY / age 24 ot 14 ExpireS _ TRUSSES 0 24'O.G. no.LEE EW.LRAWING51 03114 2021 _ LOWER TRlFiS PHN TRU55 DRAYANGS Am cm. ROT YATTZIFI i "t ID SOFT. WNTILATICN 15 AT ROM JACk. 1.040/300.3.16.144.4 .24 50.IN REWIRED T/16'SVEAT m v/ MONf AS RIOSE TO RDGE IJIE 2Z3 SO.N.OF NET PME AREA NEAR RDGE TORCH Do-ROOFiWjMj ON DICK OF HOUSE AS FV55dE. N.QF AET FREE AffA AT EAVES I8L42AIE a 0@tRNE TO 8E W REMOVED O451TE1 NOTES: ROOF SHEATMIW To DE 1. T1IDF$A�D HOES 15 Nor Rt�O1151&E CONT.OVER Jaw. 12 R ANY HATFJd ALS DELW SKD W RAGE111E55 OM1EJL45<A AL6 P@ *S%1� 6 ].SPECFIGTIM5 MD HAi@IALS 51KLN ARE (INSTALLED CN-SITEI NMM kOAf6l+FNfS MD NAY DE 21ZV S.HSPrUTHFOR EWA'.ON pETTFR MATERALS- NOTES CUT INTO SIEAmwo461TE ROOFING LVAD SHINGLES OR AETAL FO2 ROOF VBITILATON W 6, ICE AID NATSR INERLAY EV 06TAUXD PFR NC S*f5ON A-36 1/7 COX PLYWOOD NEATHNG(52/16) OR FOIAL 12-08-2022 H/8d COM40N NAILS 0 ti O.C.0 PANEL EDGES 1 17 OZ.0 WEIal LATE. N%LATION RAFFLE.NAIL TO INSIDE ATTACH 61TABt TRYSS TOP OKIAS 602DW TRUSSES EDGE OF IPM TR15S CHOW. v 3A'•lA6 D0.TS 1vY1AN623 Pei ENG,MANW6 50415ON NI'ON MIAL EMWY MISS MUG VENT OR 2.4 dDOOW R"p 0L51AATON Torn VENTILATOI TO DE 1/50011, 9'J OF ATTIC AREA W/50A OF VENTS 45 TO DE AT EAVES.OR ATTIC VT3M ATION S MJST EOIAL 1/I5M OF ATTIC AREA. NSTNL VGNiS TO PROVIlE C2055 VENTILATION. Np .Snt a A V r r0 y 4'BFJ rFF DIVER`W HANGM PER TWS5 DRAWINGS 2 4 LR TOP RATE PER 8 FASGA.A21 lad NA lS B C Q PER TR155. 3/8'COX0.YNDOD.U5 C fSTAPLED W/ 21V ON. STARES 0 !O.C.M EDGEGEC VAPOR DA.3?MR PANT 8'OC.NISOEDIATE. ROOF tEAA!m COLFN PM k$ AFA 4A/FD 51EATMNG,5/8'TI-1I.OR FLAN.ATTAOI A.GOWER O 7/16'L➢SMART PANEL SDWG OLOOW TRIM TO COLLM AND COLL W/NAILIW PW 50fOLLE DN SHEET OT. 6TP5.N WAl.rDARO TO MA.RN W/SDPSCN MSTA36 {0 ¢t !d GiVH.NAILS 0 ./IOd.1-1/7 NAILS Zaad{4 NNL'SPAUW 0INTE4MEDIATE SPROM- I/7 HD.G'P O.C.EDGES< TO OE 17 O.C.INSTALL r rAk HW58WRAP INIERMDIAIE 2M 511,D5•I6'OC. ON CNJX AID SEAL/il E%rB80R JOINTS wu 1 s. 5d GWH.NAILS 0 FOR Mom'GE N'. AID SEAMS PER 1018 NC 5EC.RT03. I 6YP51N V O.C.EDGES I 5101W PSR ELEVATION INn3*1EVIATE p I/7 R.YW000 R-21 DAT T"RATION 3/f 918ROON.GlllEfl r 26 STIDS 0 16'O.C. COMMSHANIC NAGS o 0 4'OZ.EDGES AND iA�n ON 6'OC.NTERNEDIATE. h4 DOTTM PLATE J521-HNJHRS 2.b DOTYM PLATE I 2.10 DR02 FLOOR JOISTS 0 W OD.frYPJ r ram'j�FL004 N5lTlpl n FBD TGF OIOD a Rns APPIJ®.0®T.OFlA 14IH02!0D1/51RY ERIrd ONiD 61Rtld APPQDAV I NPFECIED DT LOCAL onM n JIRLSDICIM. cvm Knrmlrr yy�e 7133 0.T14]m N1Hb GRACE LINE / Y rt1FKK Q.Y.73a . MA IL A �1 BUILDING SECTION nP' — .. A. B 1nT ro IL NDr TO Sa+E 8 8 -NGINEERS SEAL FOR TR TURA ON Y 7 Page 25 of 74 03,14 2023 <� lee O 6•o.c.FROM �_S/r.41I7 Wr.4V7 y PLATE TO 16Y FIQd)aAA1 Lv.EAd MKRO /1 LA.EFOI f- MIALL sm TO RY AT S.. SLE ff IIA, SLE?WL 1-3/<•.S-1/2• 1/7 MTSe 6'd OL I!lt6OIiSe Ad of YICNQ-LAY LK 17d RCM F/d 6F0 0' l 74 RSl1 FId BD ff '��` SFIFAIIRM/emfq PERELlV. RAMSAM S/<•TJLo PLYWOOD BRauG wr�a1Lo0R IIa2e nr•D�Lr SIErI.aOR YaOD w 4 YY T F bio DR/2 MOOR JOISTS 16•s.c 1/2•SPAN RAM (M.)(PAMM .G SNRTBDYO�/w O TO m O S.-) !•e.e.Mr0 YIORLLAII —M WO PLATE LK AIO S4 PIA1E __ tie POSr SIVSW A-N FADI 5J6'.rLA66Rw mLP'.AIDRIIPw.FAOE AP'RO"ORADE 1.e FIRER SE6 0 rosi W FRe POST u ro1Fu S EAd t>d a 2.6 P.T.9LL RATE _ S8 PaSOA1g1 RM W-M FD.aI POST = 6A POST CnitH TYP�X 1 Foe roo16r.mm nlg o¢raw sFasal A6LL66 rosy e•COLIC.RALL SEE fWRM110Y � "a1o615 MT \ 1Mp1 FOOINS SS OAY EI�Drra P&r FOR ANCHOR /l IIOR7•Io•O.C. s v T l vJermael ARROIL 6PJ[E vJrsJe� OLACK PEWR './ VISOUEEN VAPOR MW iE ouvu FILL. Sff PaFDAlg1 \'g FQ•DAIIW (F REOTJ) J-ODW./<LWIS / 9�5 / a 'n0 n FOUNDATION DETAIL FOUNDATION P05T5 @ M/L FOUNDATION AT 8x8 P05T5 § e 6or m rJlc V IaI m rJu B I uor m srJl[ Q 6er6•<. ANl 9EARfJG �l S w�igy„ . Dortrtna K/aR! 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M w1CRE55 MN-SRIr HEAT PIW 5Y5T@l ZOJK CwfffNL= ALL 13Dr SNGLE A:E ISA MD NM e1E ———f£f£5!ED EYEDNL LGHr © ———Owwe OfE M HP45 En[Yc r1E PRWPY 5G/Jf ItAnw 5T51B1 IS LMY ®win a' E4NKl1�Ts yypLYW rS TT�S ———y�r H£-C KJ,iI"C..A wKTES YAMI-'AR, T q!V 6— �wi ae eTita uwrcz ®———au+cFLla ———SncvE wECTrzrat awn "'r..�H ar nu swa ee wrAum no vvww 7133 ur"io r�Lsz�sr zw.e a=nE Hwrrw unr Acco®Av¢Hares� s. �E»wnr r�ro r8lQNTE �———w.aw LKM HSLL IEATa m1O. ---PrAH ELECTRICAL PLAN -- SCALE:3/I6"= 1'-0" E Page 27 of 74 Expires 6/30/2023 03/I _023 G@JBK eEnacl roles Ab n IJ ALL WTS.SHTOES IIPMS FMIS l IE/0�IOCJ1Tg15 IJJ NL YLPE 50E5 PER p10 NF2 TMIE JI0.16 SIIOw1 A�FLY Hi®.Q O4.Y.AC11YL LOCATIA61NY 14J WL CIRGLTS nNT SLPPLY ®fAGL9 01IIIET5,1J23 VART SGE tAE M Qe6ndILTLl10 UC E.n'EASE 6 A!D SMLXE LETriT0R5 lu u81+G WM 9WL eE iOJCfEC1® n N TA flm ETC-SO LONG I•u C4E CQNJMrE a BY CQ^HO ARC FA T CHJJIr NIFAdPIER eREArHi W NAMAN®PH2 2020 N'L SEC11W 210. 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SIINL I1AVE IN enoAl nor FEAtNE3R06 ,^ p pJ ALL eA14YDON FN6,SJTOES.nHNOSTAM AID�. ��M NDT nE ATTApOBlf R1G CID 15 W581®. �J Au nreET eDA IIDm NSrAGJn PCY TALz a�JE s+N1 G e� Wo .FIe wvm NN 50.e nEla 4eCQNrn e4 �.rs Wm 5Ma LN¢rms WiD ro eE NSTIILID PSt p2D NiC, ce wT®IAn 9WL eE pBRPED AS iJtTRA 00TY r9[ K E IIJ CRAYL AXAOE ACOESe £HIES ARTY A5 NDIE N. 1020 NfG K1S.9aYD. ei2 NI YN/D N4TH2 ELT FI INlL e4 .F}2 ISVP E%I9eGt ACI FFDTEC IOH 2JJ iUT62IEA18t P�SLYE Hil(3 VALVE PmBb N15T 1HAYUAIE Lg11W O1RET5 N ORNL S9ACE Tp nE EX1HdLR LF nE e0lLYNG PER 4Z 6Ce3 SEWSC vn :0,y 5rRM5 ffQ)IRED PB IK SDI.] ��3 �Ho N] m 20Ari - .e]t - uor 4!® QJ EaWlST VMIlw11o/ 2t)ILL uG.li0d'1uG TYiE ro t 250 VOLT,Is A1D]0 IJP !j A.EITOEII FIVI .200 ow.M1G. g�Tpg yE�®W 210�SiNl eE TNPER f35 6— q e.MN FM PMJ eo QM.IHG.eD QIRe0 g.�AG cc.rNU•¢GJHTEIJr 9r)1LEJ NrBBCR I!D �gs tl�`me No_cia.w_ 50V! YATHt IEMBt YfW e4 tl6 A./'P C.MN 1 FIN JO QM.I4G.BHtIN IhBEF 6 D.NATN 2 FAN SO 0i1.INi.eHw+1G F%TBdOR REORAO.ES. CR[.FYI !M/m W .Na 2Mfi FQ ]01!)P N41@®1T R INiJI ep m ]OA/A 200�W=NECMrU PANEL RAT®120/2A0 P—e/ eQ tll 'JOA/l ep SOAlA ' 200 MP 3USACE MLVlr RANfIGNT--_ 1£lER e.ASE O 1]OA SINGIE P1�ALE 4nE [� Slg Lti1fD 15 11E n6NS1M ISWIBBJT. 2. NJ. il'PE ro eE COPPTY. NEC 702.5 IAaf14Nu1 In1eMM See Mletl Neu14Dm pshucDMe YlrJutleE In Mb 04n xt. O !M 2 SPD 5LR ly�D 51 cf'CY PfmTELTfR f.Ia 2-V7 PVC SQ1.b HSER PPE e^p S TO ee�D PMER CO PVIV)] 120/2A0 var.sINQE PHASE,srANE.rE. 7 FYC 3G1.AO CO?DUT M (1, M. 7/0 Alt G d 0DAREWS HFE TO N COPx PER NEE GROUD 7199 GROtAD fA'1D� N 5A COPPdt NRE ra w. rD�,B`"� OPTION D- 51ANDARP HOUSE ELECTRICAL ELECTRICAL RI�DIA� W/ METER D15CONNECT EG Page 28 of 74 Expires 6/30/2023 STATE OF LABOYCT 18FBS2300021 DEPT.OF L.460R ANDD INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE AND FIELD INSPECTION 4. Electrical Load Calculations: Item Description: Quantity Value Connected NEC Optional Method Load Lighting Load at 3 watts/sf.) 1040 3 3120 Heat Pump 1 3120 3120 Heat Load 1 5500 5500 Small Appliance Load 13 00 Hot Water Tank 1 �3 SOD Microwave Circuit 1 1500 1500 Washer 1 1500 1500 Dryer 1 5000 5000 Range 1 12000 12000 Dishwasher 1 1500 1500 Total Connected Load 42240 Demand Load Calculation: 1st 1 OKW at 100% 10000 Balance of 32240 W @ 40% 12896 Total Calculated Load 22896 Equals: 95.4 AMPS at 240 Volts Load Center Size: 200 AMP(Main Breaker Load Center) Feeder Sizes 2-(4/0) 1 -(2/0) @ XHHW Page 3 Page 29 of 74 Expires 6/30/2023 004 2023 aY WFI/. 2-WC.- 75 NATER HEATER, /•� 2-UV.•2 50 GALLON HEAT PUG Nr5laV WATER HEATER. 40-W PSI I -Ks.• IS -59-2O LOWEST ell loo' I -ON.- 19 aH.rr OaDlr NG Q1071TS I -WN.-4 uAraz rEArws SrsTel SWL Yxi1DE OE 61IE FaLaYuus 1. H I -ICE 5 I. 1V144B2&WS.ARRESTORS INSTAUID!ALL FAST 2-HB.• 55 aEL eC NiAT RM WA1aR N"eA1HR RBPNG 11E SiNDH95 raR PB2III 6 Q!v H VAWES. _ IHA'S ID/Nt�Y1A1H21EA}PIG YEdfIgATKII = 2 Tff!WRT Fd2 FIInFE DP,TANK I -51N. 2 FOR R-2 OCODAVLI',aECTrtlC IGT RM WA1Bt 1EAn3rt5A nEnW}IE W x 5. ANY BRMIOI tQK>Bt TUN 5'f415T HAVE OFiWDIT 10TN.•2b5 5ta0A®S fQ2 Tr3IY 6 NEA'S AOVNxID YRA1Ht N.Ar NG SVEGFKAPp1 ///rrr 4. WKrE R HEATER PP"iE RiJff VILE RRIG '�w>_•AP0.Y OOESnC Ner NA1�TO lu wT3.s o.>:w.i[>t�c�.ra+N N15T THdt.IAUP TO TIE DSSWc STRAPS TIE SBNllri K!E TNRN OE O1491W WIT./Rl.IOr NA1HR S.PRT MD BUIIDING�Ir+c Gaes�l�ac STRAPS The condensate must be disposed of �..APw Pews SrRi ee IHaLAT®WIrN Re Hlulrr.P�IuaLAnou. REQUIRED PER UPC 5072 in compliance with the IRC R1411, the UPC 814,etc.To the exterior at grade WATER PIPES LPCNOR A01APEx WATER PIPING ICE Verify all applicable equip.including W/H '��"�P ��vALVE RAW"T T6amuTE TO THE D(1HaQi OF THE IXALOuIG PER l 6005 SEISHIC DRAIN/VENT PIPES, ORARL OM PIPE 504FOlAE TUB 1/2• STRAPS RECURRED PER IPC 507.2 40 OWV ABS PLUS /2• I/2• DW _ W.C. \, HI Water heater drain pan required w/draln to 1/2• 1/2•N.S. r fMo e,t,- - ramaeem LAV +/2• con comes."din SIM 1/2• 3/4 07,"hee toe are, sasg maci !IV/f Uv t/2' ]/4 t-tom•—�\\\\ 4 use pjan PPo�o�nw000neN,aaeB ptrerooser 3/1 r -UPc R 5/4•METER t ST SVC SHUT OPP VALVE TUB I \\ K.S. b I•BIAIDM SUPPLY 1. \ 2- -r 2•� \ 2• Q a I \\\ 14 z 11-t/2 � E— t-t z ��{f, 3/4 II SHUT OFF VALVF ]/s sWw 1•w,y, ]/`• _T \\Ik�\ I W.C. 3• � \ I g t/2 2. 2•� LAV y $Y& 3/4• I 1-1/2,) 1 3l Waste system shall be vented by means of one or more vent I W.C. �1 HB pipes,the aggregate cross-sectional area of which shall be 3• 1 3• not less than that of the largest required building sewer(3•). LAV Ensure venting to meet this requirement.Inspector verify ,), 2, 3• final configuration of cross sectional area. �2• �2• MFY 2-W.C.-6 ( rE-Asaeam olarE 2-UV..2 3• I -N.H. I -SYTA-2 z TUD. 2 TOTAL 15 o�y 3• wlln NRr tYPMDI LOYHt 7133 C.O. UPC 707.4 clean outs required for any applicable line/run of the drainage system.Please verify if the upper terminal of xeo the horizontal branches is greater than 5 feet.Clean-out is - required for all horizontal sink drain lines regardless of length.see exception(1)of ref.TYP-verity all PI STATE N'ASHI AND 18 F B S 2 300 021 DEPT..O OF LABORR ANDD INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE AND FIELD INSPECTION 3. Indoor Air Quality: (a) Exhaust Ventilation: Location: CFM Fan Label @ .25 WG.. Kitchen 100 CFM @ .375 WG. Bath 1 50 CFM Minimum Intermittent Bath 2 See Whole House Fan Whole House Fan: ■ Utility Closet Per Table M1505.4.3(1) House Area 1040sf+2 Bedroom=40 cfm Continous Operation Ventilation Quality Adjustment Equation 15-2 with System Coeffcient Equation 15-2 Qv=30 1.5 factor=60 cfm Continous YES Whole house fan also serves as SPOT fan system Location: Utility Rm YES Whole house fan has both manual and automatic controls NO Whole house fan is coordinated with Central Forced Air Furnace NO Whole house fan runs continuously with 25 CFM kitchen and 20 CFM in baths and util. NO Whole house fan runs intermittenly on timer with furnace (b) Fresh air shall be provided for each dwelling unit as follows: Screened, controllable through window ports to exterior(4 sq. in. min.)at each YES bedroom, enclosed room, and one additional vent for all common area rooms such as kitchen, dining and living rooms. OR Operable Windows YES Standard air seal: sole plate; rim joist/sill plate;window and door frames; penetration wire; plumbing; ducts; partition studs; flue; light fixtures. YES Thermostat: heat range of 55-75 YES Hot water heaters: separate power or gas shut-off; on R-10 insulated pad if electric and in unconditioned area or on concrete. YES Mechanical ventilation ducts: insulate to R-8; exhaust ducts in unconditioned areas. N/A HVAC ducts/plenum: ducts in unconditioned areas are insulated and joints are sealed. YES Pipe insulation: R-3 for hot and cold water piping in unconditioned areas. Manufacturer: Timberland Homes, Inc. 1201 - 37th Street NW Auburn, WA 98001 Page 2 Page 31 of 74 Expires 6/30/2023 STATE OF OF LABOR 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE AND FIELD INSPECTION 4. Electrical Load Calculations: Item Description: Quantity Value Connected NEC Optional Method Load Lighting Load (at 3 watts/sf.) 1040 3 3120 Heat Pump 1 3120 3120 Heat Load 1 5500 5500 Small Appliance Load 2 1500 3000 Hot Water Tank 1 4500 4500 Microwave Circuit 1 1500 1500 Washer 1 1500 1500 Dryer 1 5000 5000 Range 1 12000 12000 Dishwasher 1 1500 1500 Total Connected Load 40740 Demand Load Calculation: 1st 10KW at 100% 10000 Balance of 30740 W @ 40% 12296 Total Calculated Load 22296 Equals: 92.9 AMPS at 240 Volts Load Center Size: 200 AMP(Main Breaker Load Center) Feeder Sizes -A 2- (4/0) 1 - 2/0) @ XHHW Page 3 Page 32 of 74 Expires 6/30/2023 STATE OF LABOR AND 18FBS2300021 DEFT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 Af, M'fN IATION INSTRUCTIONS - ENGLISH LEVI e Manual Transfer Interlock Kit DI-000-LITLK-05A No. LITLK IMPORTANT SAFETY INSTRUCTIONS-READ ALL INSTRUCTIONS BEFORE USING. QI WARNING •TO AVOID FIRE, SHOCK OR DEATH:TURN OFF POWER SUPPLYING THIS EQUIPMENT,AND CONFIRM POWER IS OFF, before installing, removing or servicing this equipment. •This equipment MUST BE installed and serviced by an electrician. •Replace all doors and covers before connecting power to this equipment. •To be installed and/or used in accordance with electrical codes and regulations. •To be used in permanently installed and listed enclosures only. TRADEMARK DISCLAIMER Use herein of third party trademarks,service marks,trade names,brand names and/or product names are for informational purposes only, are/may be the trademarks of their respective owners;such use is not meant to imply affiliation,sponsorship,or endorsement. LIMITED PRODUCT WARRANTY For Leviton's limited product warranty,go to www.leviton.com. For a printed copy of the warranty you may call 1-800-323-8920. INTRODUCTION This Instruction sheet provides steps for installing the Manual ( Figs 7 fig.2 Transfer Interlock Kit.The kit includes a hold down breaker bracket, generator mechanical interlock bracket along with mounting screws and a hole pattern drill template. The hold down breaker bracket is used to secure a generator supply Dead front branch breaker onto the interior assembly.The generator mechanical interlock bracket slides between the handle of the utility main breaker Cover screws (el and the handle of generator supply breaker to prevent both from (4)(A) being switched ON at the same time. •- p The hole pattern drill template will be used to drill mounting holes for the generator mechanical interlock bracket. INSTALLATION WARNING:TO AVOID FIRE,SHOCK OR DEATH:TURN OFF j a17 � I POWER SUPPLYING THIS EQUIPMENT,AND CONFIRM I 0 I y POWER IS OFF, before installing, removing or servicingL I -�- 0 this 0-'- ! '� � 0 II-�� Adjustment I-i equipment. I. I screws h Ii f n I I! NOTE:Installation with indoor load center shown. (4)(C)I ` I 1.Remove the six(4)cover screws(A)from the panelboard and lift off cover assembly(fig. 1). I NOTE:Keep screws to re-attach the cover after installation. ! 2.Separate the dead front(B)from the cover by backing out the two(x2)captive adjustment screws(C)(fig.2). 3.Install the hold dawn bracket(D)and secure to the interior bases� with a#10 thread cutting screw(E)(provided). Tighten to 20 in-lbf(2.2 N-m)(fig.3). o- 4.Lav the dead front(B)flat with the back facing down.Place the hole pattern drill template(F)on the dead front(B)between the top of the main breaker knockout(G)and the top of the branch NOTE:Installation vith indoor load center shown. breaker twistauts(H)and secure in place with tape(fig.4). For Technical Assistance Call:1-800-824-3005(U.S.A.Only) K•2017 Lev'on Mfg.Co..Inc. 1 800 405-5320(Canada Only)vv .leviton.com DI-000-LITLK-05A Page 33 of 74 Expires 6/30/2023 STATE OF LABORWASHINGTON18 F B S 230 0 021 ' DEPT.OF LABOR AND INDUSTRIES FAs F6P61RIFWNWERM holes(1)(oO.203 in.or No.6)for the generator mechanical OPERATION Met in the dead front(B)as marked on the hole pattern drill template. Switching from utility g p ( g s from other side(fig.5). 9 ty power to generator power(Fig. 7): AN LiSeciory4wgimomtor mechanical interlock bracket(J)to the dead front(B)with 1.Move the handle of the main breaker(L)to the OFF position. two#8-32 x 1/4 screws(K)(provided).Screws must enter from the back,through 2.Slide the top of the generator mechanical interlock bracket(J)down. the dead front(B)and into the generator mechanical interlock bracket(J)(fig.6). 3.Move the handle of the generator breaker(M)to the ON position. 7.Re-attach the dead front(B)to the cover and then the cover to the panelboard. Switching from generator power to utility power(Fig 8t 1.Move the handle of the generator breaker(M)to the OFF position. 2.Slide the tap of the generator mechanical interlock bracket(J)up. SAVE THESE INSTRUCTIONS 3.Move the handle of the main breaker(L)to the ON position. Fig.3 v v Fig.7 0 ® 410 Thread .. 00 - cutting screw`J v ,;I ® Mechanical interlock ; Handle of main breaker OFF bracket(J) in down (�) l f position !a�.y—..X Hold down DO - bracket . 00 o Handle of Fig.4 generator breaker Top of main ON W Hole pattern breaker knockout Top of branch _ drill template (G) breaker twistouts ` (F) (H) vv Dead front - I c Tape 00 I Fig.5 Fig.8 _ Mounting holes (e0.203 in.or No.6) (x2)(I) � Dead front Handle of main breaker ON Mechanical interlock bracket(J) Fig.6 i In up position Mechanical interlock _'� A ! bracket r' #8-32 x 1/4 Handle of (J) li screws I I generator (x2)(K) breaker OFF Dead front I I t1w I• =s (; (B) -c.-I For Technical Assistance Cell:1-800-824-3005(U.SA.Only) �s2017 Leviton M;a.Co. Inc. 1 800 405-5320(Canada Only)www.levitan.com D I-000-LITLK-05A Page 34 of 74 Expires 6/30/2023 STATE.O LABOR 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE AND FIELD INSPECTION ARTWORK PRINT SPECIFICATIONS LEVITON. DI-000-LITLK-05A _ �1 Instruction Sheet Color s: 1 over 1 Fonts: Thickness: 20lb. 1: Black 1: Helvetica Material: -__ 2: X Spot 2: . .Finish: --- -- 3: 3: — --- 4• ---- CMYK 4: _. For manuals-designates cover specifications _ Perforate — . Die Cut ---- Fold Line ------ Kiss Cut ;;;;;; Cellophane Glue Body Material: Color s: over Fonts: Thickness: 1: 1: Bindery 2: - Spot 2: -- ❑Die cut a Fold Saddle Stitch 3. 3: q: CMYK 4: Perfect Bind 0Drill ❑Trim DIMENSIONS/FOLD SCHEME/BINDERY DIAGRAM es• oOffset Fiexo «— ram- Part NO. 4.25' I .rf Part No. ❑ Other i ss i Line Screen: Angle: FINAL Resolution: Die Cut - Fold Line 0 Punch/Drill Hole i! The information in this document is the exclusive PROPRIETARY property of LEVITON MANUFACTURING COMPANY.INC.it is disc,'used with the understanding that acceptance or rev;ew by the reoplam constltues an undertaking by the recipient.(1)to hold this information'n strict confidence.and(2)not to disclose,duplicate,copy,mod.ty or use the information for any purpose other than that for which disclosed. k Approvals: a Plant 90 J.Tang ❑ COA a PM J.Bergholf ❑ Mktg a Eng T.Lindh a S&A F.Tse _ Good-Profit ac:A. Kevelos Cc:J.Lowe oCust Contact:Jinglin a Other V. LoNigro/C.Buttitta a Other RESI_App(G.Musano) TrrarketirrgPgood-protftcoTn ---— ----- --- --- PN-ARN: RS0275-5189 ECR Number: Pilot Rev: Artist: P.Clapp Released Artwork Format: Production PDF Artwork Release Date: 05.110I17 Notes: Page 35 of 74 Expires 6/30/2023 STATE OF OF LA B LABOR AND 18FBS2300021 DEFT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED IIPBNXX- 111517 03/14/2023 SUBJECT TO CODE _ AND FI Oftf* INLET BOX d CAT. NO. PBN-Series %LL INSTALLATION - • IMPORTANT: Installation of this power inlet box and related wiring must be done by a qualified electrician in compliance with all applicable electrical codes. When used to power a structure, this inlet must be used in conjunction with a transfer switch. Not for indoor use. When using an engine driven generator, locate the power inlet box away from doors and windows to avoid the build up of carbon monoxide from the engine exhaust in enclosed areas. REMOTELYINSTALLING A • POWER INLET BOX FOR SUPPLYING POWER TO THE POWER INLET OF A TRANSFER SWITCH OR PANEL Remove the cover from the Outdoor Power Inlet Box by unscrewing the two screws on the front of the box with a #2 Phillips screwdriver. Temporarily slide out the wiring tray- Mount the back plate of the power inlet box on the outside of the building in a Model Building Gen PBN convenient location, using the three holes provided. Remove one Number Am sNAC Wire Gauge Outlet Inlet of the POP-FAST reusable knockouts from the box by pushing out Min#14 from the inside of the inlet box. Using copper building wire only PBN15 15A 125VAC Max#12 5-15R 5-15F and approved wiring methods, run the appropriate wires from the Min#12 transfer switch wiring compartment through the removed knockout I PBN20 20A 125/250VAC Max#10 L14-20R L14-20F in the power inlet box. 3/4-inch fittings can be installed directly into Min#12 the knockout hole in the Power Inlet Box. To use 1/2-inch fittings, PBN21 20A 125VAC Max#10 L5-20R L5-20F insert the plastic knockout washer(provided in the power inlet box) Min#10 into the open hole,and then install the fitting. a PBN30 30A 125/250VAC Max#8 L14-30R L14-30F Strip the wire insulation 5/8"and connect the wires to the wire ports Min#10 on the back of the power inlet in the power inlet box tray as follows PBN31 30A 125VAC - Max#8 L5 30R L5-30F making sure there is no wire insulation in any terminal and the inlet PBN50 50A 125/250VAC Min#8 14-50R CS6375 terminal screws are tightened to 20 inch-pounds torque: Max#4 CS6369 Hot red wire to the terminal marked"X" PBN51 50A 125VAC Min#8 CS6370 CS6377 Hot black wire to the terminal marked"Y". Max#4 Neutral wire to the nickel-plated neutral terminal marked"W". Min#8 PBN52 50A 125/250VAC 14-50R 14-50F Ground inlet wire to green screw terminal marked"G." _ _L Max#4 ' On 125VAG only inlets, the terminals may be identified by the screws; the brass screw is hot, silver screw is neutral, and green These inlet boxes are rated for use screw is ground. with wires having insulation rated at Slide the power inlet tray back into the power inlet box and tuck the 60° C Or at 75° C. wires in neatly. Replace the inlet box cover using the two screws. GENERATOR TO THE POWER INLET BOX and CONNECTING THE POWER INLET BOX TO THE TRANSFER SWITCH Using a generator cord suitable for the purpose, attach the male plug into the generator outlet and the female connector into the power inlet in the power inlet, and turn to lock if the plug is a locking type. C RELIANCE CONTROLS 17 CORPORATION 2001 YOUNG COURT RACINE,WI 53404 800-634-6155 it Page 36 of 74 Expires 6/30/2023 STATE W'ASH N 18 F B S2300021 DEPT.OF LABORR AND AND INDUSTRIES FAS PLAN REVIEW/SECTION SAVE THESE INSTRUCTIONS Al INSTALLATION AND MAINTENANCE PAW Wall Heater a eDANGER e -_ SLP uL w,acnW, LISTED SHOCKELECTRIC 1 • FIRE HAZARD READ ALL WIRE SIZING,VOLTAGE REQUIREMENTS AND SAFETY Figure 1 Covers all PAW Series models DATA TO AVOID PROPERTY DAMAGE AND PERSONAL INJURY e WARNING e Read Carefully -These instructions are written in an effort to prevent potential difficulties that might arise during installation. Studying the instructions first may save you considerable time and money later.Observing the following procedures will keep installation time to a minimum. IMPORTANT INSTRUCTIONS When using electrical heating appliances,basic precautions should always be followed to reduce the risk of fire,electric shock and injury to persons,including the following: A 1. Read all instructions before wiring or using this heater. A 2. WARNING: This heater is hot when in use. To avoid bums, A 9- Do not use it in areas where gasoline, paint, or flammable don't let bare skin touch hot surfaces. Keep combustible vapors or liquids are used or stored. A 10. WARNING: Use this heater only as described in this manual. materials, such as furniture, pillows, bedding, papers, clothes, boxes,etc., &curtains at least aft(.9 m)from front Any other use is not recommended by the manufacturer and of the heater and keep them away from the sides and rear. may cause fire,electric shock,explosion or injury. A 3. CAUTION: Extreme caution is necessary when any heater is A 11• All electrical work and materials must comply with the Na- used by or near children or invalids and whenever the heat- tonal Electric Code(NEC),the Occupational Safety and Health Act(OSHA),and all state and local codes. er is left operating and unattended. 12. Use copper conductors only. A 4. Do not operate any heater after it malfunctions. Disconnect � power at service panel and have heater inspected by quali- A 13. Verify that the electrical supply wires are the same voltage as fietl electrician for repair before reusing. the heater.out of heater.the front of this heater. 0 14. Heater must be installed in a wall can. A 5. Do not use outdoors. 0 6. WARNING: To disconnect heater, turn controls to OFF, and A 15. DO NOT select a location where it is likely to be blocked by turn OFF power to heater circuit at main disconnect panel. furniture,curtains,etc. A 16 Be sure the location selected allows sufficient A 7. WARNING:Do not insert or allow foreign objects to enter any . fficient space for the ventilation or exhaust opening as this may cause an electric heater as shown by Table 1. A 17. Connect grounding lead to grounding screw provided.Keep shock,fire,or damage to the heater. all foreign objects out of heater A 8. Do not block air intakes or exhaust in any manner. SELECTING HEATER LOCATION DO NOT install less than 6"(15cm)from vertical side walls or open edge Minimum Clearances: Table 1 of door.This heater must have an unrestricted airflow. DO NOT select a Front TOP BOTTOM SIDES location where it is likely to be blocked by furniture,curtains,etc.Be sure the location selected allows sufficient space for the heater as shown by 36 in 12 in 4 in 6 in Table 1. DO NOT locate this heater in an area where combustible vapors, 0.9 m 30.5 cin 10.2 cm 15.2 cm oases lioufteo IgIr jtltedrJfr moisture ispresent. -Expires 6/30/2023 STATE.O LABOR AND 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION SAVE THESE INSTRUCTIONS 03/14/2023 A PAW INSTALLATION INSTRUCTIONS '.�-- CAUTION! "j Turn OFF All Electrical Power Rating Label Location To Install Heater i Figure z� O MfNE4ttR0YEEYODOuoN6 1—. : .` Era EUEmw ro ao.. ._... cws*RucaN roRNeA. funER.. — DANGER NDDirAwt2ts 250-500-7%100P12WI5W MADE IN USA Figure 4 ELECTRIC SHOCK ORFIRE HAZARD READ ALL WIRE SIZING,VOLTAGE REQUIREMENTS AND SAFETY DATA TO AVOID PROPERTY DAMAGE AND PERSONAL INJURY 3. Install wallbox a minimum of 6"from vertical sidewalls and 4" The wire and breaker sizing chart will give a general rule of instal- above floor. The front edge of wall can MUST extend 1/21' lation size. Consult an electrician if you are not knowledgeable beyond finished wall surface. about wiring codes. 4. Secure wallbox to the 2 x 4 stud using the two(2)holes on Wire and Breaker Sizing: Table 2 the side of wallbox.Secure to wall stud on opposite side if required using New Construction Bracket.See Fig.5. Minimum AWG.Wire Circuit Breaker or 5. Connect supply wires,attach ground feed wire to the green Total Amps Size(Copper Fuse Size ground wire with wire nuts. 0 thru 12 1 #t14 15 amp 6. Reinstall heater into wallbox with screw at top of interior. 7. Install grill securely with screws provided in packet. 12.1 thru 16 ##12 20 amp g. Test unit by turning thermostat up past room temperature. 1 16.1 thru 24 ##10 30 amp You will see a puff of smoke as the elements are energized and the fan turns on.This is a normal burn off of manufactur- INSTALLATION STEPS ing lubricants and will dissipate in 5 minutes. Connect heater only to the voltage,amperage and frequency 9. Heater will run until the room temperature you set is reached specified on the nameplate. and then turn itself off until the temperature drops again. Wiring procedures and connections shall be in accordance with all National and local codes having jurisdiction. 0 CAUTION-High temperature.Risk of fire, keep electrical cords, 1. Loosen mounting screw and remove fan heater assembly. drapery,furnishings,and other combustibles at least 3 feet(0.9 m) 2. A knockout of 1/2 inch conduit size(7/8 inch/2.2cm)is pro- from the front of the heater as well as away from the side and rear. vided in the back&side of heater for power to enter.Provide To reduce the risk of fire,do not store or use gasoline or other proper strain relief connectors for wire entering the wallbox. flammable vapors and liquids in the vicinity of the heater. Figure 5 O TOP VIEW 2 x 4 STUD INSTALLATION INSTRUCTIONS 1 jam SHEET ROCK VAVICKING-UECTRIC.COM 4-1/2' { ... WALL CAN FRONT VIEW DEPTH v zxa STUDS (sheet rock not shown) +' N 16"CENTERS 1 O O I .. 6' 12-112" WALL CAN HBGHT WALL CAN WIDTH L' WOOF)SCREWS (�1 L 4 REQUIRED / SIDE �� (NOT PROVIDED) PAW INTERIOR CAN INSTALLATION / � SHEET AND _ I NEW CONSTRUCTION BRACKET ASSY. / VIEW CROCK PAW GRILL' \�\\ 0 � 9 I SIDE VIEW • REMOVE WALL CAN FROA1 BOX CHECK FOR DAMACE FROM SHIPPING r<.aaT.^awanatt:nal rtiYEsr:_ev; uaiv,.rxr lraEs.;;na:Froeaer ihDIV EY'lti:SNM.r,7ywYA.':1,:`:.�.:5•;Sa;;::..EeYW tY:=i/.•>a7[N4.n.N':RllAil • REMOVE ONE KtNA;V,[)D V!RAr.K OF WALL CAN THREAO SLIPPLYWIRFS INTO i WAl L(W4,UST:AN ARNOV.LU STRAIN RFI IEf RUSHING 10 PREVENT OiAFING i OF SUPPLY WIRES ON WAIT CAN 1 — •ATTACHVJALI CAN TO 2'X4 STUD ANDIOR FLOOR SILL.USING HOT.ES PR01,WD W THE SIIH:S OI iHT CAN LW,I ACE of THE WALL CAN MUSI BE V2"OIIT FROM LEFT SIDE ASSEMBLY AND INSTALLATION SHOWN THE FINISHW WALL[ACE%-li V.-FDA WALL BOARD USING LABEL ON TOP OF CAN RIGHT SIDE ASSEMBLY AND INSTALLATION OPPOSITE AS A MARKER •THr WALL CMI SIIOLA f)FIT fAOUNIF1'A MINIMUM OF 4'AnOVF.it IF rINISI TO FL OOR Page 38-of-T4 - - x I s-M0t2023 STATEOF LABOR AND 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION SAVE THESE INSTRUCTIONS 03/14/2023 A PA WIRING DIAGRAMS WATTAGE SELECTION PAC-A-WATT® The heater is factory wired to 1500 Watts at Steel Sheath Element 1215 120V 150OW 120 Volts.To reduce wattage unplug an insu- lated push on terminal percolorcoding below. ORANGE A 750 WATT Wrapwith electricaltape to prevent possibility BLUE B 500 WATT of electrical contact with other parts. YELLOW C 250 WATT WIRE COLOR CODING 1 D Push on Terminal A Orange Disconnects the 750 Watt element =PP SLP LIMIT g B Blue Disconnects the 500 Watt element GRAY m C Yellow Disconnects the 250 Watt element GRAY 1 D Black DO NOT DISCONNECT(Common) MOTOR W Y END VIEW OF ELEMENT m — -- D Common L2 A 8 c w A 5A N 120 V Built-in Thermotat 5 L1 (optional) A-750 W B-500 W C-250 W Ground Field Connections D-Common Leg of Power Supply WATTAGE SELECTION ® 2022 208V 2250W The heater is factory wired to 2250 Watts PIC-A-WATT at 2081240 Volts.To reduce wattage unplug Steel Sheath Element 2422 240V 225OW an insulated push on terminal per the color coding below.Wrap with electrical tape to ORANGE A 000 wA prevent the possibility of electrical contact BLUE B 750 WATT with other parts. YELLOW C DO WATT WIRE COLOR CODING Pu on Term T D Push inal A Orange Disconnects the 1000 Watt element SLP LIMIT B Blue Disconnects the 750 Watt element GRAY in C Yellow Disconnects the 500 Watt element GRAY MOTOR ' D Black DO NOT DISCONNECT(Common) Y Y END VIEW OF ELEMENT _ n Co D Common 208V L2 z Built-in Thermotat A C w 240V (Optional) Gage 8 ; L1 L2 A-1000 W B-750 W C-50o W Ground Field Connections D-Common Leg of Power Supply SMART LIMIT PROTECTION & WARRANTY Heater Safety Limit Tripped? Maintenance &Warranty Information: .>. T:�s seater is ecu ed vJ:h a thermal:overload Smart_rvit The hig`s caality and superior design of this heater w ll Pro^ecticn t ; n disconnects elements and rnotor:r he event provide years of tro:;ble-free performance.Each year the SMRRT norma;o era:i o temperatures are exceeded.If thermal over- heater s"ouic be c-ecked and cleaned for lint and dust SUS lead:rips c:.,e to abnormal operating temperatures,thermal accu nulaJon,We recommend using a soft bristled brush LIMIT over:oa-d snai rcma'n open until manually reset by turn'ng tee such as a pain:brush to assist in removing conta.mirarts hearer OFF for -eon rn n-jtes.Inspect for any objec s or r'RDTECTIDN � 'rpm the }eater. ao;acer::=o hearer:rjat.,nay ca::se hi.h:emparattr s.Af er inspecting the hae'.er,keen the poor to:-e hen,o` °or 15 mir:utes tr.rese: SLP Limited FIVE Year Warranty: thermal protector.1--no S'_P t-err a pro_ecto-rLAs the neater off again,iTTed'at9ly King Mig.Co.will repair or replace without charge any turn the hea_er OFF ai Ire circ t b•eaeor a"d inscec:the heater`or possible fan voter ding product found to be defective or malfunctiori^g failure or dIr•.and Ilr:on the heatng s'e rent �epeat the s-aging proceccre. during`�e first 5 rs of urchase r ��39'df'l4��,,,�� 'Expires 061k - STATE.O LABOR AND 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION SAVE THESE INSTRUCTIONS S AN11TROUBLESHOOTING SYMPTOM ' 1: SOLUTION Breaker Trips 1. Short Circuit 1. Find source of short. Trace heater circuit and verify the heater is connected properly. 2, Overloaded Circuit 2. Reduce wattage in circuit.Refer to Table 2 for maximum amperage. 3. Improper Voltage 3. Verify the heater voltage matches the supply voltage. Heater not working 1. No Power 1, Turn Breaker ON,turn thermostat ON,check that the breaker is position properly on j 2. Loose Connections panel bus-bar.A dedicated 2-Pole breaker must be connected to both bus-bars(A&B 3. Defective Limit phase)to produce 240V power. i 2. Remove&retighten wire connections. Heater Smokes 1. Oil on element 1. It's normal for element to burn off some light finishing oil used in the manufacturing 2. Needs Cleaning process when first energized.Open windows and allow room to vent until it stops, usually within a few minutes. 2. Remove any dust or dirt accumulations. Room Temp doesn't 1. Stat affected by 1. Sunlight or other heat sources can affect the thermostat. Move the thermostat to match stat setting. other heat source. another location(No Stat Unit Only)or remove the heat source. 2. Improper calibration 2. Adjust calibration screw.Call factory. Room Temperature 1. Defective or low 1. Replace with a better quality thermostat.Anticipated thermostats are fairly accurate; swings from too hot to quality thermostat and electronic thermostat are best too cold. REMOTE WALL THERMOSTAT INSTALLATION VV n Figure 7 SUPPLY WIRES F—SUPPLY WIRES WIRE COLOR CHART ■� BLACK WIRE RED WIRE ' BARE GROUNDWIRE WHITE WIRE i E— HEATER WIRES HEATER WIRES Connection Diagram for Wall Mounted Single Pole Thermostat Connection Diagram for Wall Mounted Double Pole Thermostat 1.Red thermostat wire to black power supply wire. 1.Connect the(2)red thermostat wires to the black and white 2.Black thermostat wire to black heater wire. power supply wires. 3.White power supply wire to white heater wire. 2.Connect the two black wires to the black and white heater wires. 4.Connect all bare ground wires together. 3.Connect all the bare ground wires together. 00 NOT RETURN PRODUCT .f d Are you experiencing difficulties? SHARE PHOTO a We're Here to Help ! of your King Install! C Call Us Toll Free at: Love how your application t � �urned out? 1 800 603 5464 Every install is unique,and we'd love to share with others. Scan OR Code NOW (Select Option 2 from the Menu) or Visit king-electric.com/share 7:00 am -3:30 pm PST Mon-Fri Page 40 of 74 Or email us at Expires kinn-e��t5*023 x fires STATEOF LABORAND kND 18FBS2300021 DEPT.OF LABOR INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED SAVE THESE INSTRUCTIONS SUBJECT TO CODE AN INSTALLATION AND MAINTENANCE Ceiling Heater WHFC Series SHOCKDANGER ELECTRIC OR FIRE HAZARD READ ALL MRE SIZING,VOLTAGE REQUIREMENTS AND SAFETY DATA 70 AVOID PROPERTY I — -_._— _ DAMAGE AND PERSONAL INJURY Ceiling Installation WARNING READ CAREFULLY-Use the heater only as described in this manual.Any other use is not recommended and could result in fire,electric shock,and personal injury Following these instructions will prevent difficulties that might occur during the installation and use of the heater.Please study the instructions first,as they may save considerable time and trouble during use addition to providing important safety information.Make sure to save these instructions for future use. NEVER LEAVE HEATER UNATTENDED WHILE CONNECTED TO A POWER SOURCE ,&WARNING To prevent a possible electrical shock,disconnect all power coming to heater at main service panel before wiring or servicing. ,&WARNING All wiring must be in accordance with the National Electrical Code(Canadian Electrical Code in Canada)and all applicable local codes.The heater must be grounded as a precaution against electrical shock.Supply wiring must be copper and suitable for at least 75'C. ,&WARNING Verify power supply and control voltages coming to the heater match the ratings printed on the heater nameplate before energizing. ,&WARNING Heater must be installed so the minimum clearances shown in Specifications table are maintained. AWARNING This heater is NOT suitable for use in hazardous locations as described by the National Fire Protection Association(NFPA).this heater has hot and arcing or sparking parts inside.DO NOT use in areas where gasoline,paint or other flammable liquids are used or stored. AWARNING The mounting structure and anchoring hardware MUST BE capable of reliably supporting the weight of the heater plus mounting bracket if used. Refer to specifications table for heater weight. ,&WARNING Heater air flow MUST be directed parallel to or away from adjacent walls. ,&WARNING To prevent a possible fire,DO NOT block air intakes or exhaust openings in any manner.DO NOT allow`oreign objects to enter grille openings as this may cause electric shack,fire or damage to heater. CAUTION—RISK OF ELECTRIC SHOCK DO NOT OPEN HEATER SHELL NO USER—SERVICEABLE PARTS INSIDE Page 41 of 74 Expires 6/30/2023 1 STATE'OF LAB IR AND 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLA APPROVED ��73FfT10N SAVE THESE INSTRUCTIONS APPROVED A\S WHFC Series INSTALLATION INSTR CAUTION! Turn OFF all electrical power to install heater It is extremely important you verify the electrical power supply is Figure 2-1 the same voltage as the heater you are installing.240 and 120 Volt heaters are not interchangeable. Powering a 240 Volt unit A ANGER with 120 Volt supply wires will reduce the heater output by ap proximately 75%. Powering a 120 Volt unit with 240 Volt supply . I wires will destroy the heater and voids all warranties. ELECTRIC SHOCK OR FIRE HAZA READ ALL WIRE SIZING,VOLTAGE REQUIREMENTS AND SAFETY DATA TO AVOID PROPERTY DAMAGE AND PERSONAL INJURY Ceiling Installation: King recommends this ceiling heater be installed adjacent to outside walls to direct warm air fl ow toward outside walls.The heater should be operated with a quality wall thermostat-for optimum performance locate thermostat on an inside wall. Heaters should be placed a minimum of 6 feet from the floor and a minimum of 16"from any adjacent vertical wall surface. Heater may be installed 12"above doors. Do not install where any combustible items will be within 24"immediately below the heater. 1. Connect heater only to the voltage,amperage and frequency support in the ceiling using the 4 holes provided on each side specified on the nameplate. of the wallbox.The face of the wall can must be 1/z"from the 2. Wiring procedures and connections shall be in accordance finished ceiling face with all National and local codes having jurisdiction. 8. Connect supply wires,attach ground feed wire to the green 3. Set the bag containing the grille and packet with two(2)grille ground wire with wire nuts. screws aside. 9. Reinstall heater assembly into wallbox with screw at top of 4. Loosen mounting screw and remove fan heater assembly. interior. 5. A knockout of 112 inch conduit size 7/8 inch/2.2cm is pro- 10.Install grille securely with screws provided in packet.Do not p over tighten. vided in the back and side of the heater for power to enter. Provide pproper strain relief connectors for your wire entering 11.Test unit by turning thermostat up past room temperature. the wallbox. You will see a puff of smoke as the elements are energized 6. Install wallbox a minimum of 16°from adjacent vertical side- and the fan turns on.This is a normal burn off of manufactur- walls and minimum of 6 feet above floor.The front edge of ing lubricants and will dissipate in 5 minutes. wall can MUST extend 1/2"beyond finished wall surface 12.Heater will continue to run until the room temperature you set is r 7. Secure the ceiling wallbox to 2"x 4"frames or adequate a 9ainched and then turn itself off until the temperature drops WHFC- HEATER WIRING DIAGRAM Two Element-Factory Wiring Single Element-Factory Wiring MODEL VOLTS 2-ELEMENT 1-ELEMENT WATTAGE WATTAGE FAN E s y1IHFC121 120 1000 500 rhitT LIMIT —r L .J_L WHFC1212 120 1200 600 E, _LEAfENT LIMIT ELs .1 c,T LIMIT J t�\An WHFG1215 12.0 1500 750 \«� WHFC2410 240 1000 500 THERtk3STAT L2 L i TtiERMOSTAT L2 1 ;0?TIONA11 0r1r 1 AL) b d Wit,IF"'241 5 240 1500 750 L2 DIDI -11 SUP?LY L2 F,3V.Er?SUPP-Y COKING ELECTRIC MFG -9131 10TH AVENUE SOUTH1: 1.762 1.11 2 Page 42 of 74 Expires 6/30/2023 STATE.O LABOR AND 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS P•'�DUTRI S SAVE THESE INSTRUCTIONS APPROVED AND WHFC Series INSTALLATION INSTRUCTIONS This heater is equipped with a thermal overload Smart Limit Pro- tection which disconnects elements and motor in the event nor- FRONT SIDE BACK mal operating temperatures are exceeded.If thermal overload trips due to abnormal operating temperatures,thermal overload i r UP shall remain open until manually reset by turning the heater OFF Mourning for fifteen minutes. Inspect for any objects on or adjacent to the Holes 3116" heater that may cause high temperatures.After inspecting the I heater,keep the power to the heater off for 10 minutes to reset1 '8' the SLP thermal protector.If the SLP thermal protector shuts the 12" heater off again,immediately turn the heater OFF at the circuitd"-+ breaker and inspect the heater for possible fan motor failure or dirt and lint on the heating element. Repeat the starting proce- i BOTTOM dure. DO NOT TAMPER OR REMOVE THIS THIS DEVICE_ 1 7!T' 10" General information and Guidelines: 1 1 ' This heater must be properly installed before it is used.DO NOT Install Heater NO LESS GNI 3'i`Deep tamper with or change the operating of this heater.All service TOP than 16"From Vertical+hlaNs should be preformed by a authorized service representative.Only replace components with King approved replacement parts. Warning: Clean Heater annually. Wait for heater to cool before removing grill.Use only a soft brush or vacuum on blow to clean heater.Re-attach grill before reapplying power. TROUBLESHOOTING SYMPTOMPROBLEM SOLUTION 1,Short circuit 1. Find source of short.Trace heater circuit and veri{�r the heater is wired properly Breaker Trips 2.Overload Circuit 2. Reduce wattage in circuit.Refer to circuit sizing table for maximum wattage. 3.Improper Voltage 3.Verity the hea er voltage matches the supply voltage. 1.Turn Breaker ON,turn thermostat ON,check that the breaker is position pproperly 1.No power on panel bus-bar.A 2-Pole breaker must be connected to both busbars(A&B Heater not working 2.Loose connections pphase}to produce 240V power. 3.Defective Limit 2.Tighten wire connections. 13. By-pass the limit to test.If heater works, replace the limit. 1.It is normal for the element to burn off some light finishing oil used in the manu- 1.No power facturin process when first energized.Open windows and allow room to vent until Heater Smokes 2.Loose connections it stops,usually within a few minutes. 3.Defective Limit 2.Remove any dust or dirt accumulations. Room temperature.does nct Thermostat affected by ;.Sunlight or other heat sources can affect the t lermostat.Move the thermostat to match thermostat setting 2.:mpropear casource bration 2n Remove coveor and adjfus the afC atlsource. n s�cw Roorn Temperature swings from '.Defective or low 1. 3epace with a better quality thermostat An`.icipated thermostats are fairly acc; too not to too cola quality tt errnos:a rate:an electronic thermostat is best. i 1 1: 0.762 1.10 0. 3 Page 43 of 74 Expires 6/30/2023 STATE.O LABOR AND 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS P' APPROVED S AND MaintenanceWHFC Series • Warranty Maintenance&Cleaning: Basic maintenance is listed below and should be performed annually.When necessary,any required servicing should be performed by qualified service personnel.Your heater will give you years of service and comfort with only minimum care.To assure efficient operation follow the simple instructions below. WARNING:Turn the electrical power OFF at the electrical panel board(circuit breaker or fuse box)and lock or tag this panel board door to pre- vent someone from turning on power while you are working on this heater.Failure to do so could result in serious electrical shock,burns,or pos- sible death 1.Before removing grill,turn the electrical power OFF and elements to cool.Circuit breakers are often not marked correctly and turning the wrong breaker off could mean electricity is flowing to the heater, even if the heater does not appear to be working.If you are uncomfortable working with electrical appliances, unable to follow these guidelines,or do not have the necessary equipment,consult a qualified electrician.Once you verify the power is off completely and element is cool,proceed to the next step. 2.Remove screws and take off grill.Wash grille with hot soapy water and dry immediately 3.Using a hair dryer or vacuum on blow cycle,blow debris back through the element. Do not touch element.Vacuum or use a soft brush and remove lose debris without touching the elements.The fan motor does not require lubrication. 4.Re-attach grill and secure with screws. 5.Turn thermostat to desired setting. WARNING:All other servicing should be per- 6.Turn power back ON at the electrical panel board. formed by an authorized service personnel. Remote Wall Thermostat -- SUPPLY WIRES ' E—SUPPLY WIRES VPRE COLOR CHART i t BLACK WIRE � yt� ' REDYY41RE' BARE GROUNDYWrRE. yYtn rfi 1�IRE a + �. f5 +4—r-HEATER WIRES 4—HEATER WIRES Connection Diagram for Wall Mounted Single Pole Thermostat Connection Diagram for Wall Mounted Double Pole Thermostat 1.Red thermostat wire to black power supply wire. 1.Connect the two red thermostat wires to the black and white 2.Black thermostat wire to black heater wire. power supply wires. 3.White power supply wire to white heater wire. 2.Connect the two black thermostat wires to the black and 4. Connect all bare ground wires together. white heater wires. 3. Connect all the bare ground wires together. Warranty Information King Electrical Manufacturing Company will repair or replace,without charge to the original owner,any WHFC Series heater found to be detective or malfunctioning within 1 year of installation.This warranty requires the owner or his agent install the equipment in accordance with the National Electrical Code,any other applicable heating or electrical codes, and the manufacturer's Installation instructions. It further requires that reasona- ble and necessary maintenance be performed on the unit. Failure to properly maintain the unit will result in the warranty being voided.The com- pany is not liable for abuse or rr-suse of product as may be finally determined by the company.The customer shall be responsible for all costs nourred in the removal or reinstallation of products,including labor costs and shipping costs incurred to retLrr'crod::cts to King Manufacturing. Ling Manufacturing will repair or replace,at our option, at no charge to the customer with return freight paid dy King.King Manufacturing shall not be fable for consequential damages arising with respect to the prodixt,whether based uper.negligence.tor,strict liability or contract.No ether written or oral warrant;app.'es, nor any wa rantes by representatives dealers,employees of King,or any other person.All returns require a <ng Return Goods Authorization(:iGA,;Unauthorized returns will be refused. Co not return malfunctioning/detectve products to store. 4 Page 44 of 74 Expires 6/30/2023 STATE.O LABOR AND 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 SUBJECT TO CODE AND FIELD INSPECTION JOB#22-5121-STRUCTURAL CALCULATIONS TIMBERLAND CUSTOM HOMES DESIGN#7133 STAGG RESIDENCE DECEMBER 8,2022 DANIEL TYRRELL,P.E. PO BOX 537 MILTON,WA 98354 INDEX PGS 1-2 CONSTRUCTION NOTES PGS 3-9 LATERAL CALCULATIONS PGS 10-20 VERTICAL CALCULATIONS Q�l�o w T x 27259 g 2y 2 Page 45 of 74 Expires 6/30/2023 STATE.O LABOR AND 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED /2d 03/14/2023 G SUBJECT TO CODE AND FIELD INSPECTION CONSTRUCTION NOTES: GENERAL: Scope: Engineering calculations are based on code required design loads imposed on the structure once it has been completely installed on site. Design for resistance to forces imposed during transportation and placement are beyond the scope of these calculations and are the sole responsibility of the manufacturer. CODE: IBC CODE REQUIREMENTS ARE TO BE FOLLOWED. 2018 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS&CONDITIONS PRIOR TO CONSTRUCTION & PROVIDE TEMP. BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND REPORT ALL DISCREPANCIES TO THE DESIGNER AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. LOADING: WIND=110 MPH,EXPOSURE D SEISMIC=SITE CLASS D,SEISMIC DESIGN CATEGORY D(SS=1.634,S1=.590) ROOF 20 PSF DEAD LOAD 25 PSF SNOW LOAD = 45 PSF FLOOR 10 PSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF DECK 1 O PSF DEAD LOAD + 60 PSF LIVE LOAD = 70 PSF INTERIOR PARTITION = 7 PSF EXTERIOR WALL = 9 PSF SITE WORK: GENERAL: UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED,FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR V-0"(MINIMUM)BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. FOUNDATION: GENERAL: CLASS AND USE F'C SLUMP MINIMUM SACKS/C.Y. A: FOOTINGS AND FOUNDATIONS 2500 3-4 5-1/2 B: SLABS ON GRADE 2500 3-4 5-1/2 1. AIR ENTRAINING AGENT(5%TO 7%)TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. 2. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS 1904 OF THE IBC. 3. WATER-CEMENT RATIO PER IBC. REINFORCING STEEL: ASTM A615 GRADE 40(94 BARS&SMALLER)AND GRADE 60(#5 BARS&GREATER)REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED DETAILERAND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING-, 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1-1/2" CONCRETE EXPOSED TO EARTH OR WEATHER, 1-1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 314" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS"A"CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 32 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. Page 46 of 74 Expires 6/30/2023 STATE OF WASHINGTON 18 F B S 2 3 0 0 0 21 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12^ 03/14/2023 CJ SUBJECT TO CODE AND FIELD INSPECTION ANCHOR BOLTS: ANCHOR BOLTS ARE TO BE 1/2" MINIMUM DIA. X 12"ASTM-A307 AT 4'-0" O.C. UNLESS NOTED OTHERWISE BY ENGINEER W/ 7" MIN. EMBEDMENT. SILL PLATE WASHERS TO BE 3"X 3"X.229". THERE SHALL BE A MIN.OF TWO ANCHOR BOLTS PER FOUNDATION SILL PLATE WITH ONE BOLT LOCATED WITHIN 12"OF EACH END OF EACH SILL PLATE. SIMPSON MASA MAY ALSO BE WHERE NOTED. CARPENTRY: GENERAL: ALL FRAMING TO COMPLY WITH IBC CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO IBC TABLE 2304.10.1. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURED TREATED. 6" MIN.CLEARANCE BETWEEN WOOD AND EARTH. 18" MIN.CLEARANCE BETWEEN FLOOR JOIST AND EARTH. 12" MIN.CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. LUMBER STRENGTH (.UNITS IN psi): FV FB E PARALLAM PSL 290 2900 2,000,000 GLUED LAMINATED TIMBERS DouG-FIR LARCH(24F-V4) 165 2400 1,800,000 MICRO-LAM LVL DOUG-FIR LARCH 285 2600 1,900,000 WOOD BEARING ON OR INSTALLED WITHIN 1"OF MASONRY OR CONCRETE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE, SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. Construction Hardware All structural connectors to be manufactured by Simpson Strong—Tie. Where connectors are in contact with pressure treated wood (ACQ-C,ACQ-D,CBA-A,CA-B and non-DOT Borates),Simpson Z-max(G185)coated or Stainless Steel connectors are required. PLYWOOD: WALL AND ROOF SHEATHING SHALL BE 7/16" CDX PLYWOOD, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d @ 6"O.C. @ PANEL EDGES AND 12"O.C. IN FIELD. SPAN INDEX SHALL BE 32/16. FLOOR SHEATHING SHALL BE 23/32" CDX T&G PLYWOOD,UNLESS OTHERWISE SPECIFIED. FLOOR SHEATHING SHALL BE GLUED AND NAILED W/8d RING SHANK @ 4"O.C.AT PANEL EDGES AND 6"O.C.IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. STRUCTURAL GLUED—LAMINATED LUMBER: SHALL BE DOUGLAS FIR FABRICATED TO THE REQUIREMENTS OF U.S.PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF 2400 PSI IN BENDING: 1100 PSI IN TENSION: 1600 PSI IN COMPRESSION PARALLEL TO GRAIN: 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F-V4). LAMINATED MEMBERS TO BE AITC CERTIFIED. USE WATERPROOF GLUE. WOOD TRUSSES: TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER AND FABRICATED FROM ONLY THOSE DESIGNS. TRUSSES TO BE STAMPED BY THE MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE TRUSS PLATE INSTITUTE. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. AS PER WASHINGTON STATE LABOR & INDUSTRIES, MAXIMUM LOAD DURATION FACTOR FOR LUMBER AND CONNECTOR PLATES IS 1.00. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER(SUCH AS SIMPSON STC)TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS,JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. Page 47 of 74 Expires 6/30/2023 STATE OF OF LABOR AND 18FBS2300021 , 'DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 03/14/2023 A This is a beta release of the new ATC Hazards by Location website. Please cgntact us with feedback. SUBJECT TO CODE �� AND FIELD INSPECTION B The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why. ATC Hazards by Location Search Information National Park Address: 6120 NE North Shore Rd, Belfair,WA 98528, Seattle "Redmc USA 65 ft O en i " ion 4 Coordinates: 47.4105622,-122.9311043 �,01 yf P s Rr National Forest Elevation: 65 ft X Timestamp: 2022-12-04T19:38:58.002Z 101 Ta O a ,! ! 0 Ptiyailupl Shelton Hazard Type: Seismic Go gle Reference ASCE7-16 Olympia Map data©2022 Google Document: Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 1.634 MCER ground motion(period=0.2s) Si 0.59 MCER ground motion (period=1.0s) SMS 1.961 Site-modified spectral acceleration value SMt 'null Site-modified spectral acceleration value SDg 1.307 Numeric seismic design value at 0.2s SA SDI "null Numeric seismic design value at 1.0s SA " See Section 11.4.8 -Additional Information Name Value Description SDC ` null Seismic design category Fa 1.2 Site amplification factor at 0.2s FV ' null Site amplification factor at 1.0s CRg 0.904 Coefficient of risk(0.2s) CRi 0.883 Coefficient of risk(1.0s) Page 48 of 74 Expires 6/30/2023 STATE OF LABORWASHINGTON18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLANIQ*%LER'/SECTION U.IUI IVIIICG PtCdrl Yluullu dut ult IdIIUII ,yy APPROVED L/ 03/14/2023 20 SUBMO CODE 1.2 Site amplification factor at PGA AND FIE SPECTION PGAM 0.841 Site modified peak ground acceleration TL 16 Long-period transition period (s) SsRT 1,634 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.808 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 3.505 Factored deterministic acceleration value(0.2s) S1RT 0.59 Probabilistic risk-targeted ground motion(1.0s) S1UH 0.668 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1 D 1.274 Factored deterministic acceleration value(1.0s) PGAd 1.162 Factored deterministic acceleration value(PGA) See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Page 49 of 74 Expires 6/30/2023 STATE OF WASB A 18 F B S 2 3 0 0 021 DEPT.OF LABORR AND ND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED S BJECTTOI aniel J. Tyrrell, P.E. AND FIELD INSPIX I U), Consulting Engineer PROJECT: Timberland #7133 10405 8th Street East Edgewood, WA 98372 JOB #: 22- S!2 ► PAGE 5 OF Za (253)568-7991 e-mail: dantyrrell@att.net BY: DT DATE: 12/4/2022 Cs = SDSI/R (equ. 12.8-2 ASCE 7-16) h = 16 ft Cs(max) = N/A per 11.4.8 ASCE 7-16 (equ. 12.8-3 ASCE 7-16) R = 6.50 Cs(min)= 0.044(SDS)(1) (equ. 12.8-5 ASCE 7-16) 1 = 1.00 Cs(min) = 0.058 Cs = 0.201 - governs Cs(max) = N/A V = CSW = QE _ (equ. 12.8-1 ASCE 7-16) SINGLE STORY: Roof Area = 1320.0 ft2 Wall Length = 40.0 ft Roof Dead Weight = 20.0 psf Wall Dead Weight = 9.0 psf Snow Load = 25 psf Tributary Wall Height = 4.5 ft # of Walls = 2 W = Roof + Wall = 29,640 # V = 0.201 * 29640 = 5958 # p calc: Wall Height = 9.0 Wall Trib. Panel Line Shear Wall Segments Ratio LA 0.50 3.50 3.50 3.50 3.50 0.00 0.13 <=.33 OK LB 0.50 4.17 3.83 13.00 0.00 0.00 0.10 <=.33 OK N/A 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N/A N/A 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N/A N/A 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N/A N/A 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N/A TA 0.50 6.50 3.75 0.00 0.00 0.00 0.32 <=.33 OK TB 0.50 15.00 0.00 0.00 0.00 0.00 0.00 <=.33 OK N/A 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N/A N/A 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N/A N/A 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N/A N/A 1 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 N/A p = 1.0 per ASCE 7-16, 12.3.4.2 0.7pQE = .7(1)(5958) = 4171 # Page 50 of 74 Expires 6/30/2023 STATE.O R'AR 18FBS2300021 DEPT.OF LABOBO AND R AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVE 03/14/2 niel J. Tyrrell, P.E. SUBJECT TO OI) J 7 AND FIELD INSGbTiSM/ring Engineer PROJECT: Timberland #7133 10405 8th Street East Edgewood,WA 98372 JOB #: 22- 51Z) PAGE 6 OF 20 (253) 568-7991 e-mail: dantyrrell@att_net BY: DT DATE: 12/4/2022 WIND Code IBC 2018, ASCE 7-16 Enclosed Simple Diaphragm Method Wind Ult. = 110 mph (Part 2, Chapter 28, ASCE 7-16) Exposure = D Ps = A KZt Ps30 (Section 28.5.3 ASCE 7-16) by figure 28.5-1 ASCE 7-16 where: A = 1.48 Kzt = 1.00 A = (1.48) (1.00) (23.35) = 34.6 psf h = 16 ft B = (1.48) (1.00) (7.17) = 10.6 psf 2a = (0.2) (26.0) C = (1.48) (1.00) (17.46) = 25.8 psf = 5.2 6 D = (1.48) (1.00) (6.34) = 9.4 psf pitch = 6 / 12 tan-' (6/12) 26.57 ASD Pressure P = (.6)[AreaA*A + Area B*B + Areas*C + Areap*D] = Pressure Calculated check 10psf minimum per ASCE 7-16 = Pmin = (.6)[16psf(AREAA + AREAc) + 8psf(AREAB + AREAD)] Front -Rear (number of wall lines = 2 ) P(LA) _ (.6) [ (27) (34.60) + (154) (10.60) + (63) (25.80) (0) (.00) ] = 2515.2 P(LA) min - 1603.2 Pcalced Governs P(LB) _ (.6) { (27) (34.60) + (154) (10.60) + (63) (25.80) (0) (.00) ] = 2515.2 P(LB) in = 1603.2 Pcalced Governs P(N/A) _ (.6) [ (0) (.00) + (0) (.00) + (0) (.00) (0) (.00) ] = 0.0 P(N/A) min- 0.0 P(N/A) _ (.6) [ (0) (.00) + (0) (.00) + (0) (.00) (0) (.00) ] = 0.0 P(N/A) min- 0.0 P(N/A) _ (.6) [ (0) (.00) + (0) (.00) + (0) (.00) (0) (.00) ] = 0.0 P(N/A) min= 0.0 P(N/A) _ (.6) [ (0) (.00) + (0) (.00) + (0) (.00) (0) (.00) ] = 0.0 P(N/A) min = 0.0 Page 51 of 74 Expires 6/30/2023 STATE OF LABORWASHINGTON18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 3/112 SUBJECTT013'aniel J. Tyrrell, P.E. AND FIELD INSPL( I M, Consulting Engineer PROJECT: Timberland #7133 10405 8th Street East Edgewood,WA 98372 JOB #: 22- $)2-1 PAGE 7 OF 20 (253) 568-7991 e-mail: dantyrrell@att.net BY: DT DATE: 12/4/2022 by figure 28.5-1 ASCE 7-16 A = (1.48) (1.00) (19.20) = 28.4 psf B = (1.48) (1.00) (00) _ .0 psf C = (1.48) (1.00) (12.70) = 18.8 psf D = (1.48) (1.00) (00) _ .0 psf pitch = 0 / 12 tan-' (/12) 0.00 Side - Side (number of wall lines = 2 ) P(TA) _ (6) [ (36) (28.40) + (0) (00) + (63) (18.80) (0) (00) ] = 1324.1 P(TA) min= 950.4 Pcalced Governs P(TB) _ (6) ( (36) (28.40) + (0) (.00) + (63) (18.80) (0) (00) ] = 1324.1 P(TB) min- 950.4 Pcalced Governs P(N/A) _ (6) [ (0) (00) + (0) (.00) + (0) (.00) (0) (00) ] = 0.0 P(N/A) min - 0.0 P(N/A) _ (6) ( (0) (00) + (0) (00) + (0) (00) (0) (00) ] = 0.0 P(N/A) min - 0.0 P(N/A) _ (6) ( (0) (00) + (0) (00) + (0) (.00) (0) (00) ] = 0.0 P(N/A) min= 0.0 P(N/A) _ (6) ( (0) (00) + (0) (.00) + (0) (00) (0) (.00) ] = 0.0 P(N/A) min= 0.0 Page 52 of 74 Expires 6/30/2023 STATE.O LABOR AND 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 0 niel J. Tyrrell, P.E. JECT SUB,ECT T AND FIELD INS611 I101 , onsuitmg Engineer PROJECT: Timberland #7133 10405 8th Street East Edgewood,WA 98372 JOB #: 22- 51 ZI PAGE 8 OF 20 (253)568-7991 e-mail: dantyrrell@att.net BY: DT DATE: 12/4/2022 SHEAR TABLE Wall Wind Seismic Wall SW Line Shear Shear Length Vw Vs Type LA 2515 2085 14.00 179.7 149.0 1 LB 2515 2085 21.00 119.8 99.3 1 N/A 0 0 0.00 0.0 0.0 0 N/A 0 0 0.00 0.0 0.0 0 N/A 0 0 0.00 0.0 0.0 0 N/A 0 0 0.00 0.0 0.0 0 TA 1324 2085 10.25 129.2 203.4 1 TB 1324 2085 15.00 88.3 139.0 1 N/A 0 0 0.00 0.0 0.0 0 N/A 0 0 0.00 0.0 0.0 0 N/A 0 0 0.00 0.0 0.0 0 N/A 0 0 0.00 0.0 0.0 0 L � Page 53 of 74 Expires 6/30/2023 STATE OF LABOR AND 18FBS2300021 DEPT.OF LABOR MTl INDUSTRIES FAS PLAN REVIEW/SECTION A �'ED 5 iel J . Tyrrell , P. E. PROJECT Tmber[and � t33 AND F'CM9ft Engineer P.O. Box 537 JOB # 22- 5 i 2-) PAGE 9 OF 2d Milton,WA 98354 (253) 326-1081 BY DT DATE 1 2-9-2� e-mail: dantyrrell att.net --1- i o = tr /O - - ' - c - - - - /-,r �. PC e I ; = e d— 4 e2. _ _ � I .i A 10% jam I 1 — / -- - -- - - I-- t- -r- �- - -+ 1.r_ I .yam -F- _•- I I I f Page 54 of 74 Expires 6/30/2023 STATE.O LABOR 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION 03%�aniel J. Tyrrell, P.E. SUBJECT TO CODE. AND FIE' &MIMV Engineer PROJECT Timberland#7133 10405 8th Street East Edgewood,WA 98371 JOB# 22- � l 21 PAGE /a OF 20 (253)568-7991 Fax(253)568-8137 e-mail: dantyrrell@att.net BY DATE /2.-9-22 Design Columns w/ Microliam 1.9E (bedroom 1 & 2 Column) NDS 2018 IBC 2018 dy = w = column width = 1.75 inches dx = d = column depth = 11.25 inches E = 1.9EA6 Fby = 3075 psi Fc11 = 2510psi P(LL) = 5670 # P(DL) = 4540 # total axial load = 10210 # �4 Column lengths (unbraced) Lux= 12 inches Luy= 108 inches Ldf= Axial load duration factor = 1 Fcex = (Kce x E)/(Lux/d)A2 = 698027 Fcey = (Kce x E)/(Luy/d)A2 = 834 Fc* = 2510 psi Fce/Fc*= 0.33 c = 0.8 Cp=[1+(Fce/Fc*)/2c] -[[1+(Fce/Fc*)/2c]A2-((Fce/Fc*)/c)]A.5 Cp= 0.31 P(allowable)=Cp x 2 x w x d x Fc* x .6 x L = 18113 # 18112.55 > 10210 Pounds required =__> COLUMN OK Page 55 of 74 Expires 6/30/2023 WASHINGTO STATE OF LABOR AND AND 18FBS2300021 DEPT.OF LABOR INDUSTRIES FAS PLATS REVIEW/SECTION APPROVED 5�;D=j.el J. Tyrrell, P.E. AND FI":eonsuftIng Engineer PROJECT Timberland#7133 10405 8th Street East Edgewood,WA 98371 JOB# 22- 5121 PAGE /1 OF 20 (253)568-7991 Fax(253)568-8137 e-mail: dantyrrell@att.net BY DATE !2-$' 22. Design Columns w/ Microllam 1.9E (Kitchen Column) NDS 2018 IBC 2018 dy = w = column width = 1.75 inches dx = d = column depth = 11.25 inches E = 1.9E16 Fby = 3075 psi Fc Il = 2510 psi P(LL) = 8150 # P(DL) = 6520 # �4 ,3„ total axial load = 14670 # 4 Column lengths (unbraced) Lux= 12 inches Luy= 108 inches Ldf = Axial load duration factor = 1 Fcex = (Kce x E)/(Lux/d)A2 = 698027 Fcey = (Kce x E)/(Luy/d)A2 = 834 Fc* = 2510 psi Fce/Fc*= 0.33 c = 0.8 Cp=[1+(Fce/Fc*)/2c] -[[1+(Fce/Fc*)/2c]^2-((Fce/Fc*)/c)]".5 Cp= 0.31 P(allowable)=Cp x 2 x w x d x Fc* x .6 x L = 18113 # 18112.55 > 14670 Pounds required =__> COLUMN OK Page 56 of 74 Expires 6/30/2023 STATE.O WABO AND 1 Qr BS2300021 DEPT.OF LABOR AND �J L! INDUSTRIES F:\s�fo%"(Va/,JECTION Page ((�� 11c4} 1 Carolyn Tyrrell j 2 1 44 1 rPAO @ GIRDER POINTLOADI Tyrrell Engineering 20 eihitng INSPEC noV P.O.Box 537 of [2018 International Building Ccde(2018 NDS)] Milton,WA 98354 Footing Size:4.0 FT x 4.0 FT x 10.00 IN StruCalc Version 10.0.1.6 12/8/2022 11:19:50 AM Reinforcement:#4 Bars @ 10.00 IN.O.C.E/W/(5)min. Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 4 ft Length: L= 4 ft Depth: Depth= 10 in Effective Depth to Top Layer of Steel: d= 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood Column Width: m= 8 in Column Depth n= 8 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 1204 psf Effective Allowable Soil Bearing Pressure: Qe= 1375 psf Required Footing Area: Areq= 14 sf e in Area Provided: A= 16.00 sf Base late Bearing: T Bearing Required: Bear= 27718 lb Allowable Bearing: Bear-A= 176800 lb to in Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 10250 lb af" Allowable Beam Shear: Vc1 = 22500 lb Punching Shear Calculations(Two Way Shear): Critical Perimeter. Bo= 57 in Punching Shear: Vu2= 25275 lb FOOTING LOADING Allowable Punching Shear(ACI 11-35): vc2-a= 80156 lb Live Load: PL= 11528 lb' Allowable Punching Shear(ACI 11-36): vc2-b= 85313 lb Dead Load: PD= 7728 Ib' Allowable Punching Shear(ACI 11-37): vc2-c= 53438 lb, Total Load: PT= 19256 lb* Controlling Allowable Punching Shear: vc2= 53438 lb Ultimate Factored Load: Pu= 27718 lb Bending Calculations: Footing plus soil above footing weight: Wt= 1289 lb Factored Moment: Mu= 166310 in-2 'Load obtained from Load Tracker.See Summary Report for details. Nominal Moment Strength: Mn= 213985 in-Ib Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.38 in Steel Required Based on Moment: As(1)= 0.76 in2 Min.Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4): As(2)= 0.96 in2 Controlling Reinforcing Steel: As-regd= 0.96 in2 Selected Reinforcement: #4's @ 10.0 in.o.c.e/w(5)Min. Reinforcement Area Provided: As= 0.98 in2 Development Length Calculations: Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup= 21 in NOTES Page 57 of 74 Expires 6/30/2023 STATE.O LABOR AND 18FBS2300021- DEPT.OF LABOR AND FAS ECTION page A@A PAD GIRDER POINTLOAD2 Carolyn Tyrrell )� Lc�' @ T Tyrrell En Engineering 1 i3.l1F�c r To coDF: Y 9� 9 i9tly I INSPF(IION P.O. Box 537 or 20 12018 International Building Code(2018 NDS)] Milton,WA 96354 Footing Size:3.5 FT x 3.5 FT x 10-00 IN StruCalc Version 10.0-1.6 12/8/2022 11:19:51 AM Reinforcement:#4 Bars @ 8.00 IN.O.C.E/W/(5)min. Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 3.5 ft Length: L= 3.5 ft Depth: Depth= 10 in Effective Depth to Top Layer of Steel: d= 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood Column Width: m= 8 in Column Depth: n= 8 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 1208 psf Effective Allowable Soil Bearing Pressure: Qe= 1375 psf Required Footing Area: Areq= 10.76 sf e in-� Area Provided: A= 12,25 sf -i - - ----- - Baseplate Bearing: Bearing Required: Bear= 21296 lb Allowable Bearing: Bear-A= 176800 lb 10,in P --- Beam Shear Calculations(One Way Shear): � ----- --- ----- --- -.-- Beam Shear: Vu1 = 7479 lb Sin Allowable Beam Shear: Vc1 = 19688 lb Punching Shear Calculations(Two Way Shear): Critical Perimeter: Bo= 57 in Punching Shear: Vu2= 18845 lb FOOTING LOADING Allowable Punching Shear(ACI 11-35): vc2-a= 80156 lb Live Load: PL= 8852 lb` Allowable Punching Shear(ACI 11-36): vc2-b= 85313 lb Dead Load: PD= 5944 lb" Allowable Punching Shear(ACI 11-37): vc2-c= 53438 lb Total Load: PT= 14796 lb Controlling Allowable Punching Shear. vc2= 53438 lb Ultimate Factored Load: Pu= 21296 lb Bending Calculations: Footing plus soil above footing weight: Wt= 987 lb Factored Moment: Mu= 111804 in-lb 'Load obtained from Load Tracker.See Summary Report for details. Nominal Moment Strength: Mn= 213014 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.44 in Steel Required Based on Moment: As(1)= 0.51 in2 Min.Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4): As(2)= 0.84 in2 Controlling Reinforcing Steel: As-reqd= 0.84 in2 Selected Reinforcement: #4's @ 8.0 in.o.c.e/w(5)Min. Reinforcement Area Provided: As= 0.98 in2 Development Length Calculations: Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup= 18 in NOTES Page 58 of 74 Expires 6/30/2023 STATE OF LABOR AND R 18FBS2300021 DEPT.OF LABOR ADD FAti�{rb {.��ECTlO� Lof ge Carolyn Tyrrell LdCaNpt�ib1kz2�19YANDOW/DOOR HDRS Tyrrell Engineering P.O. Box 537[2018 International Building Code(2018 NDS)] Milton,WA 98354 (3)1.5x 7.Dr IN x 6.5 FT #2-Heem--Fir-Dry Use StruCalc Version 10.0.1.6 12/8/2022 11:19:50 AM Section Adequate By: 104.9% Controlling Factor:Moment CAUTIONS `Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.05 IN U1698 Dead Load 0.04 in Total Load 0.09 IN U883 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria:U180 REACTIONS A_ B Live Load 691 lb 691 lb Dead Load 637 lb 637 lb Total Load 1328 lb 1328 lb Bearing Length 0.73 in 0.73 in BEAM DATA Span Length 6.5 ft Unbraced Length-Top 2 ft A, Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1,15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Hem-Fir Roof Live Load. LL= 25 psf Base Values Adiusted Roof Dead Load: DL= 20 psf Bending Stress: Fb= 850 psi Fb'= 1346 psi Tributary Width: TW= 6.5 ft Cd=1.15 C1=1.00 CF=1.20 Cr-1.15 Side Two: Shear Stress: Fv= 150 psi Fv'= 173 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 20 psf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Tributary Width: TW= 2 ft Comp.L to Grain: Fc-L= 405 psi Fc--L= 405 psi Wall Load: WALL= 0 plf Controlling Moment: 2158 ft-lb SLOPE/PITCH ADJUSTED LENGTHS AND LOADS 3.25 ft from left support Adjusted Beam Length: Ladj= 6.5 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 6 plf Controlling Shear: -1089 lb Beam Uniform Live Load: wL= 213 plf At a distance d from support. Beam Uniform Dead Load: wD_adj= 196 plf Created by combining all dead and live loads. Total Uniform Load: wT= 409 plf Comparisons with required sections: Reo'd Provided Section Modulus: 19.24 in3 39.42 in3 Area(Shear): 9.47 in2 32.63 in2 Moment of Inertia(deflection): 29.13 in4 142.9 in4 Moment: 2158 ft-Ib 4422 ft-lb Shear: -1089lb 3752lb NOTES Page 59 of 74 Expires 6/30/2023 STATE OF LABORWASHINGTON18FBS2300021- DEPT.OF LABOR AND INDUSTRIES 1'a.S 1 17, page profdtt4?f7q�8 Carolyn Tyrrell 03/14/��3 y y X.Ac. 600attiomgVL jN FLOOR BEAM @ MODULE Tyrrell Engineering4�ifbfrVI66 t11Ad68'Floor Beam P.O.Box 537 [2018 International Building Code(2018 NDS)] Milton,WA 98354 1.75 IN x 9.5 IN x 5.25 FT StruCalc Version 10.0.1.6 12/8/2022 11:19.50 AM 1.9E Microllam-iLevel Trus Joist Section Adequate By:284.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN U3368 Dead Load 0.01 in Total Load 0.03 IN L/2001 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 683 lb 683 lb Dead Load 466 lb 466 lb Total Load 1149 lb 1149 Ib Bearing Length 0.88 in 0.88 in BEAM DATA Center Span Length 5.25 ft Unbraced Length-Top 1.33 ft A` ---------5.25 ft -- Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING 1.9E Microllam-iLevel Trus Joist Side 1 Side 2 Base Values Adiusted Floor Live Load FLL= 40 psf 0 psf Bending Stress: Fb= 2600 psi Fb'= 2644 psi Floor Dead Load FDL= 15 psf 0 psf Cd=1.00 C/=0.99 CF=1.03 Floor Tributary Width FTW= 6.5 ft 0 ft Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Wall Load WALL= 75 plf Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi BEAM LOADING Comp.-L to Grain: Fc-L= 750 psi Fc--L = 750 psi Beam Total Live Load: wL= 260 plf Controlling Moment: 1508 ft-lb Beam Total Dead Load: wD= 173 plf 2.625 ft from left support Beam Self Weight: BSW= 5 plf Created by combining all dead and live loads. Total Maximum Load: wT= 438 plf Controlling Shear: 804 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 6.84 in3 26.32 in3 Area(Shear): 4.23 in2 16.63 in2 Moment of Inertia(deflection): 15 in4 125.03 in4 Moment: 1508 ft-lb 5800 ft-lb Shear: 804lb 3159lb NOTES Page 60 of 74 Expires 6/30/2023 STATE OF WASHINGTON 18 F B S 2 3 0 0 0 21 DEPT.OF LABOR AND INDUSTRIES FA L Prgjll'rf'}103 3 Carolyn Tyrrell Lll))�e ::TML R JOISTS Tyrrell Engineering �1oof,_'S&RSPECTION P.O.Box 537 [2018 International Building Code(2018 NDS)] Milton,WA 98354 1.5 IN x 9.25 IN x 13.0 FT @ 16 O.C. StruCalc Version 10.0.1.6 12/8/2022 11:19:50 AM #2-Douglas-Fir-Larch-Dry Use Section Adequate By:31.0% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.22 IN Lf721 Dead Load 0.08 in Total Load 0.30 IN U524 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 347 lb 347 lb Dead Load 130 lb 130 lb Total Load 477 lb 477 lb Bearing Length 0.51 in 0.51 in SUPPORTLOADS A B _ Live Load 260 plf 260 plf Dead Load 98 plf 98 plf Q —— pan- - - Total Load 358 plf 358 plf MATERIAL PROPERTIES #2-Douglas-Fir-Larch JOIST DATA Center Base Values AddustedSpan Length 13 It Bending Stress: Fb= 900 psi Fb'= 1139 psi Unbraced Length-Top 0 ft Cd=1.00 CF=1.10 Cr-1.15 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Floor sheathing applied to top of joists-top of joists fully braced. Cd=1.00 Floor Duration Factor 1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi JOIST LOADING Comp.-L to Grain: Fc- 1 = 625 psi Fc--L= 625 psi Uniform Floor Loading Center Live Load LL= 40 psf Controlling Moment: 1549 ft-lb Dead Load DL= 15 psf 6.5 Ft from left support of span 2(Center Span) Total Load TL= 55 psf Created by combining all dead loads and live loads on span(s)2 TL Adj. For Joist Spacing wT= 73.3 plf Controlling Shear: 429 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read ovi"e Section Modulus: 16.33 in3 21.39 in3 Area(Shear): 3.58 in2 13.88 in2 Moment of Inertia(deflection): 67.96 in4 98.93 in4 Moment: 1549 ft-lb 2029 ft-lb Shear: 429lb 1665lb NOTES Page 61 of 74 Expires 6/30/2023 STATE OF LABOR AND 18FBS2300021, DEPT.OF LABOR AND INDUSTRIES I-A.ti ProjeII'$(WW page 03/.14/� Carolyn Tyrrell 7 17 kpA OKER Tyrrell Engineering N'RHiifWRtdf'I cno> P.O.Box 537 of 20 [2018 International Building Code(2018 NDS)] Milton,WA 98354 1.5 IN x 5.5 IN x 4.0 FT(2+2)@ 24 O.C.(Weak Axis Bending-Flat Use) #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 12/8/2022 11:19:50 AM Section Adequate By:5.8% Controlling Factor. Deflection DEFLECTIONS Center Right LOADING DIAGRAM Live Load -0.02 IN U1198 0.20 IN 2U264 Dead Load -0.01 in 0.08 in Total Load -0.03 IN U942 0-28 IN 2L1190 Live Load Deflection Criteria: U240 Total Load Deflection Criteria:U180 REACTIONS A_ B Live Load 50 lb 200 lb Dead Load 0 lb 89 lb Total Load 50 lb 289 lb Uplift(1.5 F.S) -50 lb 0 lb Bearing Length 0.01 in 0.08 in SUPPORTLOADS A B Live Load 25 plf 100 plf A -— 2fc- —---- 2n-----�-� Dead Load 0 plf 45 plf Total Load 25 plf 145 plf MATERIAL PROPERTIES RAFTER DATA Interior Eave #2-Douglas-Fir-Larch Span Length 2 ft 2 It Base Values Adjusted Rafter Pitch 6 :12 Bending Stress: Fb= 900 psi Fb'= 1547 psi Roof sheathing applied to top of joists-top of rafters fully braced. Cd=1.15 Cl=1.00 CF=1.30 Cfu=1.15 Roof Duration Factor 1.15 Shear Stress: Fv= 180 psi Fv'= 207 psi Peak Notch Depth 0.00 Cd=1.15 Base Notch Depth 0.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi gQFTER LOADING Comp.-L to Grain: Fc--L= 625 psi Fc--L'= 625 psi Uniform Roof Loading Controlling Moment: -145 ft-lb Roof Live Load: LL= 25 psf 2.004 Ft from left support of span 2(Center Span) Roof Dead Load: DL= 10 psf Slope Adjusted Spans And Loads Created by combining all dead loads and live loads on span(s)3 Controlling Shear: 123 lb Interior Span: L-adj= 2.24 ft At a distance d from left support of span 3(Right Span) Eave Span: L-Eave-adj= 2.24 ftInterior Live Load: wL-adj= 40 plf Created by combining all dead loads and live loads on span(s)2,3 Eave Live Load: wL-Eave-adj= 40 plf Comparisons with required sections: Read Provided Interior Dead Load: wD-adj= 18 pit d Eave Dead Load: wD-Eave-adj= 18 plf Section Modulus: 1.12 1n3 2.06 in3 Area(Shear): 0.89 in2 8.25 in2 Interior Total Load: wT-adj= 58 plf Moment of Inertia(deflection): 1.46 in4 1.55 in4 Eave Total Load: wT-Eave-adj= 58 plf Moment: -145 ft-lb 266 ft-lb Shear: 123lb 1139lb NOTES Page 62 of 74 Expires 6/30/2023 STATE OF LABOR AND R 18FBS2300021 DEPT.OF LABOR ADD INDUSTRIES FAS PLAN RT"reliEngineering Title Timberland#7133 Page: 1 AP1I"Vl3bN 537 Job#: Dsgnr: dt Date: 5 DEC 2022 03 9"ftYlt 1WA98354 Description.... SUBJE( ll AND FIELD INSPECTION typical footing&Stemwall I9j70 This Wall in File:c:\users\dan\documents\retainpro 10 project files\timberland\7133.RPX 4 RetainPro(c)1987-2016, Build 11.16.11.12 License:KW-06056102 Restrained Retaining Wall License To:TYRRELL ENGINEERING Criteria A FSoil Data i Retained Height = 1.50 ft Allow Soil Bearing = 1,500.0 psf Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Total Wall Height = 2.00 ft At-rest Heel Pressure = 35.0 psf/ft Top Support Height = 2.00 ft Passive Pressure = 250.0 psf/ft Soil Density = 110.00 pcf Slope Behind Wal = 0.00 FootingIlSoil Frictior = 0.350 x Height of Soil over Toe = 0.00 in Soil height to ignore for passive pressure = 12.00 in I Thumbnail Surcharge Loads - Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 Ibs >>>Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottorr = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wall to Ftg CL Dist = 0.00 ft (Axial Load Applied to Stem t Load Type = Wind(W) Footing Type Line Load (Strength Level) Base Above/Below Soil Axial Dead Load = 325.0 Ibs at Back of Wall = 0.0 ft Axial Live Load = 475.0 Ibs Wind on Exposed Stem= 0.0 psf Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 rEarth Pressure Seismic Load Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Stem Weight Seismic Load Fp/Wp Weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf Design Summary Concrete Stem Construction Total Bearing Load = 1,066 Ibs Thickness = 6-00 in Fy = 40,000 psi ...resultant ecc. = 0.07 in Wall Weight = 75.0 psf fc = 3,000psi Soil Pressure @ Toe = 1,066 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 1,066 psf OK Allowable = 1,500 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top&Base @ Base of Wall ACI Factored @ Toe = 1,524 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 1,415 psf _ Design Height Above Ftc - 2.00 ft 0.76 ft 0.00 ft Footing Shear @ Toe = 2.0 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 6.8 psi OK Rebar Spacing = 16.00 in 16.00 in 16.00 in Allowable = 82.2 psi Rebar Placed at = Center Center Center Reaction at Top = 8.8 Ibs Rebar Depth 'd' = 3.00 in 3.00 in 3.00 in Reaction at Bottom = 60.2 Ibs Design Data Sliding Stability Ratio = 4.65 OK fb/FB+fa/Fa = 0.000 0.012 0.000 Sliding Calcs Mu....Actual = 0.0 ft-# 15.8 ft-# 0.0 ft-# Lateral Sliding Force = 60.2 Ibs Mn"Phi.....Allowable = 1,305.8 ft-# 1,305.8 ft-# 1,305.8 ft-* less 100%Passive Force= - 93.8 Ibs less 100%Friction Force= - 373.2 Ibs Shear Force @ this height = 15.8 Ibs 47.3lbs Added Force Req'd = 0.0 Ibs OK ....for 1.5 Stability = 0.0 Ibs OK Shear.....Actual = 0.44 psi 1.31 psi Shear.....Allowable = 82.16 psi 82.16 psi Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Other Acceptable Sizes&Spacings: Toe: None Spec'd -or- Not req'd:Mu<phi'5'lambda`sgrt(fc)'Sm Load Factors - -- ---- Heel:None Spec'd -or- Not req'd:Mu<phi'5'lambda`sgrt(fc)'Sm Key: No key defined -or- No key defined Dead Load 1.200 Live Load 1.600 Earth,H 1.600 Wind,W 1.000 SeisnPAge 63 of 74 1`0 Expires 6/30/2023 STATE OF LABOR AND AND 18FBS2300021 DEPT.OF LABOR INDUSTRIES FAS PLAN RItytlt'eft,Hng$veering Title Timberland#7133 Page: 2 l�x,537 Job#: Dsgnr: dt Date: 5 DEC 2022 SUBae #A 98354 Description.... AND FIELD INSPEc rioN typical footing&Stemwall �Zo This Wall in File:c:\users\dan\documents\retainpro 10 project files\timberland\7133.RPX RetainPro(c)1987.2016, Build 11.16.11.12 License:KW-06056102 Restrained Retaining Wall License To:TYRRELL ENGINEERING Concrete Stem Rebar Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0 in2/ft (4/3)'As: 0 in2/ft Min Stem T&S Reinf Area 0.288 in2 200bd/fy:200(12)(3)/40000: 0.18 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh:0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options : One layer of: Two layers of: Required Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area 0.15 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.7315 in2/ft #6@ 36.67 in #6@ 73.33 in Mmax Between Ends Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0.002 in2/ft (413)'As : 0.0026 in2/ft Min Stem T&S Reinf Area 0.179 in2 200bd/fy:200(12)(3)/40000: 0.18 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh :0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of Required Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area: 0.15 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.7315 in2/ft #6@ 36.67 in #6@ 73.33 in Base Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0 in2/ft (413)'As: 0 in2/ft Min Stem T&S Reinf Area 0.109 in2 200bd/fy:200(12)(3)/40000: 0.18 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.144 in2/ft 0.0018bh:0.0018(12)(6): 0.1296 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of Required Area: 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area: 0.15 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area: 0.7315 in2/ft #6@ 36.67 in #6@ 73.33 in Footing Strengths&Dimensions Footing Design Results Toe Width - 0.25 ft Toe eel Heel Width = 0.75 Factored Pressure = 1,524 1,415 psf Total Footing Widtt = 1.00 Mu':Upward = 47 44 ft-# Footing Thickness = 6.00 in Mu':Downward = 3 9 ft-# Key Width = 0.00 in Mu: Design = 45 -35 ft-# Key Depth = 0.00 in Actual 1-Way Shear = 1.98 6.79 psi Key Distance from Toe = 0.00 ft Allow 1-Way Shear = 82.16 82.16 psi fc = 3,000 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min footing T&S reinf Area 0.13 in2 Min.As% = 0.0018 Min footing T&S reinf Area per foot 0,13 in2 rft Cover @ Top = 2.00 in @ Btm.= 3.00 in If one layer of horizontal bars: If two layers of horizontal bars: #4@ 18.52 in #4@ 37.04 in #5@ 28.70 in #5@ 57.41 in #6@ 40.74 in #6@ 81.48 in Page 64 of 74 Expires 6/30/2023 STATE OF WASHING I ON 18 F B S 2 30 0 021 DEPT.OF LABOR AND l�D� pgl Bering Title Timberland#7133 FAS PLAN R M't Page: 3 AP x Job#: Dsgnr: dt Date: 5 DEC 2022 03/1Mi124d3IVA 98354 Description.... Susaecr IO CODE typical footing&stemwall ZO AND FIELD INSPECTION Zo This Wall in File:c:\users\dan\documents\retainpro 10 project files\timberland\7133.RPX Retain Pro(c)1987-2016, Build 11.16.11.12 License:KW-06056102 Restrained Retaining Wall License To:TYRRELL ENGINEERING Summary of Forces on Footing : Slab is NOT resisting sliding,stem is PINNED at footing Forces acting on footing for overturning,sliding,&soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... Ibs ft ft-# Resisting Moments... Ibs Ibs ft ft# Stem Shear @ Top of Footing = -29.5 0.50 -14.8 Surcharge Over Heel = Heel Active Pressure = -30.6 0.24 -7.3 Adjacent Footing Load = Sliding Force = 60.2 Axial Dead Load on Stem = 800.0 0.50 399.9 Overturning Moment = -22.1 Soil Over Toe = = Footing Overturning Stability Ratio 0.09 Stem Weight 150.0Surcharge Over Toe = 0.50 75.0 Net Moment Used For Soil Pressure Calculations 6.6 ft-# Soil Over Heel = 41.2 0.87 36.1 Footing Weight = 75.0 0.50 37.5 Net Mom.at StemJFtg Interface= 6.6 ft-# — --- ---066-2lbs ---- = Allow. Mom.@ StemlFtg Interface= 816.1 ft-# Total Vertical Force 1, Resisting Moment = 548.5 Allow.Mom.Exceeds Applied Mom.? Yes Therefore Uniform Soil Pressure= 1,066.4 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance_ Page 65 of 74 Expires 6/30/2023 18FES2300421 01,14,2121 ROOF PITCH=6112 a= m^�•�^^ FLAT CEILING iAa OVERHANG=2'-0" pv 2x4 TOP CHORD HEEL HEIGHT= 0-4-3 � 40-00-00 " CAP HEIGHT= 3'-3" 40 2x4 VENT BLOCKS g r r 38 JUS26 0 m3�3 N 2 A02 19 0 o Q g d 0 M r� 16- 9-0 14- -12 -0 00 /12 c o § a �q o a 4 01,E R 4 E E 0 PB 19 o••''x O m � EaAa� d Z a d r .. 9 S 'F� ��a a a rn = o AO 19) g �000 o �uta Sheet Number: 40-00-00 "IMPORTANT" =INDICATES LEFT END 1 of 1 STATE OF WASHINGTON 18FBS2300021 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVE TSE 03/14/2 SUBJECT TO AND FIELD Engineering Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Re: J1129720 Woodinville, WA 98072 Timberland Homes,Inc. 425.481.6601 The truss drawing(s)referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company(Sumner). Pages or sheets covered by this seal: I14643631 thru I14643635 My license renewal date for the state of Washington is August 20,2024. o, %+ � � w r �.t►� � 19969 G February 22,2023 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Page 67 of 74 Expires 6/30/2023 STATE OF WASHINGTON. //� s JOIDEPT.OF LABOR AND Truss - Truss Type - - city Ply Timberland t-ome.1,8 QCC cC F B 2300021- INDUSTRIES 114643631 �*V REVIEW/SECFION A01 GABLE COMMON 4 1 svpROVED Job Reference loptione) The TAKs reomoetu�(syrmtoo. Sumner,WA-98390, 8.830 s Nov 19 2022 MITek Industries,Inc,Wed Feb 22 13.03:29 2023 Page 1 11/1J3�/144��LLlIIILL.7 ID:gLFcLnp0037wPV?Lx7jWgyM YOU-orCZyzCeKEG3AgrhM8an5oZWmN5PAXU65rgYRlaaLy SUBJECT TO C9@J5 -__ 12-8-15 AND ET$LD INSP ON 5-9-11 6-11-4 l 0.07[12 Scale=1:25.3 4xG= 3x4 11 6 7 8 9 23 10 11 12 5 i 6.00 Fl2 4 2-1 3 // �'-1 1 1 1 1-1 i 1 22 20 2 I i� II z L t, 1 21 20 19 18 17 16 15 14 13 3x4= 3x4 11 1 ._-------...-- ---_.------ 12-8-15 _ 12.8-15 _ LOADING(psf) SPACING- 2 TCLL 2-M CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP .0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.00 1 Nr 120 MT20 1851148 (Roof Snov�r-25.0) Lumber DOL 1.00 BC 0.03 Vart(CT) -0.02 1 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 13 n/a n/a BCLL 0.0 'BCDL 10.0 Code IRC2018(TPI2014 MatfixSH Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 11YE85 2x4 DF Stud h47ek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 OF Stud _during tress erection,in accordance with Stabilizer installation guide. REACTIONS. All bearings 12-8-15. (lb)- Max Horz 2=155(LC 9) Max Upli t All uplift 100 lb or less at joints)13,2,14,15,16,17.18,19,20.21 Max Grav All reactions 250 lb or less atjoint(s)13,14,15,16,17,18,19.20,21 except 2=423(LC 19) FORCES. (Ib)-Max.CompJMax.Ten.-AD forces 250(11b)or less except when shown. NOTES- (14) 1)Wind:ASCE 7-16;Vult=110mph(3-second gust)Vasd=87mph;TCDL=1.8psf;BCDL=4.2psf;h=25ft;Cat.11;Exp D;Enclosed;MWFRS(envelope)gable and zone and C-C Comer(3E)-2-"to 1-0-0,Exterior(21,11)i-0-0 to 2-9.11,Corneg3R)2-9-11 to 8-0-15,Extedog2N)8-8-15 to 9-7-3,Comeg3E)9-7-3 to 12-7-3 zone;cantilever left and right exposed;and vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.00 Plate DOL=1.00);I8=1.0;Rough Cat 0;Partially Exp.;Ce=0.9;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This buss has been designed for greater of min roof five load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other five loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 1.5x4 MT20 unless otherwise Indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 1-"oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 11)'This truss has been designed for a I"load of 23.Opsf on the bottom chord In all areas where a rectangle 3-"tall by 2-M wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joings)13,2.14.15.16.17.18,1g,20,21. 13)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. rs 14)All dimensions given in feet4nches-Sixteenths(FFIISS)format LOAD CASES) Standard f!NVA ►,,y� r b H - i1w �4 19969 s�oNAJ, February 22,2023 0 WARNfNG-V.,*dopl p-mmrars end READ MOTES ON THIS AND IACLLVED ACTEX REFERENCE PAGE M11-7473 BEFORE USE Design valid for use only with Miiek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consul AN8VTP11 Quality Creeds,D58-89 and BCSi1 BuLding Component InIol aagee685of tn7t45B3Dnro�eDdve.MadlSmn,wn537,9. Expires 6/30/2003-0.INC ----- STATE QF_WA$H[NCrON -_ -. __ 'Oty, Iply Timberiand Han 18FBS2300021 JObIDEFT.OF LABOR AND!�§��REVIEW'//SECTION Truss )Truss Type 1�!38 1 INDUSTRIES 114643832 A02 HALF HIP __ Job Reference(optional) The Tgrgs gptp,7pJ. mner), Sumner,WA-98390, - 8.630 s Nov 19 2022 MTek Industries,Inc.Wed Feb 22 13:03:30 2023 Page 1 VJ 'F/LlJl3 ID:gLFcLnp0037wPtr?Lx7jWgyMYOU-G2mxAJDG5YOwo_Quwr6OeO6dinJgVWWFJvaBzCziaLx SUBJECT TO C"J6 5-9-11 9-2-5 12-10-7 AND FIELD INSP WN - __ 5-9-11 - _.3-4 10 3-8-2 0.07 12 Scale=1:24.8 4x4= 3x4= 3x4 II 3 4 5 r- 1 e.00 1212 ` 3-7 \ 11 /2 ! 7 3x4= 6 1 ' 3x4= 4x4 4 5-0-11 12-10-7 5-9-11 __---. 7 12 Plate Offsets(X,Y1- 12:0.4-7 0-i i81 - LOADING(psf) SPACING- 2-D-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.D0 TC 0.71 Vert(LL) -0.09 6-7 >999 360 MT20 1851148 (Roof Snow-25.0) Lumber DOL 1.00 BC 0.54 Vert(CT) -0.18 6-7 >861 240 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(CT) D.Ot 6 n/a n/a BCLL 0.0 ' Code IRC2018/TPI2014 Matrix-MP WaighL 52 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 4-5.15 oc pudins, except end verticals, BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-U oc bracing. WEBS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing be installed during_truss erection.In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=72410.5-8(min.0-1-8),6=562/Mechanical Max Horz 2=155(LC 11) Max Uplift 2=-187(LC 12),6-159(LC 9) Max Grav 2=848(LC 19),6--665(LC 20) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=8D61250,11-12=-792/252,3-12=-717/270,3-4=&37/299 BOTCHORD 2-7=-178/643,6-7=191/570 WEBS 4-6=-742/315,4-7=19/259 NOTES- (11) 1)Wind:ASCE 7-16;Vult=11 Omph(3-second gust)Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.11;Exp D;Enclosed;MWFRS(envelope)gable end zone and C-C Exledor(2E)-2-"to 1-",Interior(1)1-0-0 to 1-6-12,Ederior(2R)1-6-12 to 9-8-11,Ederior(2E)941-11 to 12-8-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1.00 Plate DOL=1.00);is=1.0;Rough Cal D;Partially Ecp.:Ce=0.9;Cs=1.00:C1=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water pondng. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 23.Opsf on the bottom chord In all areas where a rectangle 3&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(jt=1b)2=187.6=159. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS VTPI 1. 11)All dimensions given in feeNriches-sixteenths(FFIISS)format LOAD CASE(S) Standard � w slONAL February 22,2023 A WARNfNG.v hyd.V.p&wna&'s end READ NOTES ON THIS AND INCLuvED mnEK REFEREeE PAGEMX7473 BEFORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an Individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during consuuction is the responsibdlity of the erector.Additional permanent bracing of the overall structure Is the responsibility of the budding designer.For general guidance regarding fabrication,quafty oontrol,storage,delivery,erection and bracing,consult ANSVTPII Quality Crherls,DSB-89 end BCSII BuYdtnp Component Safety I ogee f m9 sof institute 583 D'Onotdo Drive,Madison,v»53719. __ Expires 6/31 3 O.INC. STATE OFWASHINAND s SC�S23OO/11'�._ • ' I Jo1DE1'T.OF LABOR AND 'Tips TneBe type _ - -1C* Ply - 7lmbedand Homes I r J J Sri-�� INDUSTRIES I 114643633 .kL97fl Y*REVIEWISECT[ON B01 FLATGIRDER 2 1 ----�..... _ _ Job Reference Loptional) The LVLJ TNeyCatrWIymner} Sumner,WA-90390, 8.63'0 s Nov 19 2022 MI ek Industries,Inc.Wed Feb 221303.42 2023 Page 1 llJ�I�F� ID:gLFcLnp0037wPtr?Lx7jWgyMYOU-vLUThQMoGEvDEgLBdNJgMnodQ4jBU04MUkOVziaU SUBJECT _ DE 8-8-0 t __ 12-7-2 16-9-4 ---F 21$3 26.6.1 315-0 1 35-7-2 1 40 AND FIELD I TION• 4-1-2 -4-1-2- ---4-2-2 4-10-15 4-9-15 4-10-15 42-2 44-14 Scale=1:67.9 2x4 I 48= 5x8= 4x4= 4x6= 4x8= 608= 2x4 II 4x4= 5x8= 46= 5x6= 1 2 3 4 5 6 7 8 g 10 11 12 }g bQ912 0 6.19 7.8 --- 8 8 1 -{5 1 -4 1 9 T. 24 25 23 26 27 211 29� 30 31 19 32 33 18 34 17 t8 35 36 37 75 38 39 14 40 41 13 3x8 II 3x6 II JUS25 6x8 11 JUS26 4x8 11 6x12= Bx10= 3x8 II JLIS26 8x1O= 6x12- 7x8= JUS26 5x6= JUS26 54 II JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 44-14 8.6-0 12-7-2 10-94 21-8-3 26-6-1 315-0 _ 36-7-2 40-M 4-4-14 41-2 +- 41-2-2 42-2 `- 41a15 49-15- 41a15 42-2 4414 Plate Offsets(X,Y)-- 11:0-3-0,01-2-81.[8:05-8,0-24],(10:OS-0,0-24],(13:0-3.8,0-1.81,(14:04.4.0-2.4],(16:034,OA 41,[18:0-5-0,04.41,(19:04-12,0-141].[20:0-1-1 ZO-4-01,122:0.4-12.0-2-0],(23:044,0-2-01. I2a:aa-6,a1.61 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. In floc) I/deb L/d (Roof Snovr25 D I PLATES GRIP TOLL 25.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.08 20-22 >999 360 kRT20 137l130 TCDL 1 .0 Lumber DOL 1.00 BC 0.50 Vert(CT) -0.13 20.22 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.01 19 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 MalrixSH Weight 282m FT=20% LUMBER- BRACING- TOP CHORD 2x6 OF SS TOP CHORD StrucWral wood sheathing directly applied or 4-7.3 oc pudins, except end verticals. BOT CHORD 1.5'x 5.5'2.0E PWLVL BOT CHORD Rigid ceiling directly applied or"-0 oc bracing. WEBS 2x4 DF No.1&13tr'Except* 1-24,12-13,6-19,10-15:2x8 OF SS,2-23,3-22,4-20,7-18,8-16,11-14:2x4 DF Stud 6-18,8.16,10-16:2x4 HF No.2 REACTIONS. All beatings 0-5-0 except Qt=lenglh)19=0-10-9,15=0.1". (lb)- Max Herz 24=57(LC 6) Max Uplift All uplift 100 lb or less ai join93)except 24=-599(LC 6).13-198(LC 7),19-1662(LC 7),15=1171(LC 6) Max Grav All reactions 250 lb or less atjoings)except 24=2333(LC 1).13=776(LC 1),19=6513(LC 1).15=4601(L.0 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=19W5l 1,1-2-29011746,2-3=-3348/852,3-4=-1402/361,4.5=-1402f361,5.6=-1402/381, 6.7-9OW242,7-8-909/242,8-9=1327aW,9-10=1327/350.10-11=.33811279,11.12=-484/133, 12-13=346/103 BOT CHORD 23-27=77012901,27-28=-770/2901,22-28=-770/2901,21-22=87613348,21-29=-876/3348, 20-29=-676/3348.20-30=-2400/630,30-31=-2400/630,1931=2400/630,1932---2400/630, 32-33=2400/630,18-33=2400/630,18.34=-349/1327,17-34--349/1327,1735=349/1327, 1635-349/1327,16-36=-1279/344,36-37=•12791344,15.37-1279/344,1538=-130/464,38-39=130/464, 14-39=130/464 WEBS 1-23=4349/3313,2-23=371/138,2-22=144/538,3-22=254/1121,320=-2339/605,6-20=-1163/4542, 6-19=47D4/1241,6-18=963/3786,8.18=4801124,10-16=758/2981,10-15=1757/485,11-15=2083/532, 11-14=25oN125.12-14=-114/450 NOTES- (12) 1)Wind:ASCE 7-16;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.Bpsf;BCDL=4.2ps,,h=25ft;Cat.11;Exp D;Enclosed;MWFRS(envelope)gable end zone:cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.00 Plate DOL=1.00);Is=1.0;Rough Cat D;Partially Exp.;Ce-0.9;Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water pending. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 23.Opsf on the bottom chord in as areas where a rectangle 3.8-0 tall by 2-M wide will fit between the bottom V . U chord and any other members. VAS �. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 599 lb uplift at joint 24,198 lb uplift at joint 13,1662 lb uplift at joint 4 0� 19and 1171 lb uplift at joint 15. 8)This truss Is designed In accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. t4 9)Use MiTek JUS26(With 4-10d nails into Girder&4-10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0.12 from the left end to 38-0-12 to connect buss(es)A02(1 ply 2x4 HF)to back face of bottom chord. �} 10)Fill all nail holes where hanger is in contact with lumber. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0i W 12)All dimensions given in feet4nches-sixteenths(FFIISS)formal 149619 , LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads gla slONaL � Vert:1-12--35,13.24--10 Continued on page 2 February 22,2023 WARNING-V^ds&+Vn perameIsn,end RE4D NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MIL7473 BEFORE USE Design valid forum only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Qudlly Criteria,DSB•89 and BCS11 BuiSng Component - Sefely 1 available cuss PI I to ,583 D'Onofrto Drive,Madison,WI 53719. c.o.1NC rrt«r�age 70 or 74 - - -- --- -E�cpires f3 STATE OF WASHIN6'f0N iaDEPT.0FLAB0RAIMD Truss Tfu-Type - :Oly Ply Timberland HomesJZ F BS2300021 INDUSTRIES 114f143833 BMW REVIEWISECTION B01 FLATGIRDER 2 1 I_ APPROVED Job Reference1oplional) The T" "mner), Sumner,WA-98390. 8.6W s Nov 192022 MiTek Industries,Inc.Wed Feb 22 13:03:42 2023 Paget SUBJFFEC,pT�,TO CODE ID:gLFcLnp0037wP r?Lx7jWgyMYOU-vLUThOMoGEvDEgLBdNJg7YbnodQ4jBU04MUk0VzIaL1 L&b L4W ST�ta&L'r�n Concentrated Loads(lb) Vert:21=-655(8)17=655(B)25=.655(B)26=-655(B)27=-655(8)28=-655(B)29=-655(B)30=-655(B)31=-655(B)32=-655(B)33=-655(B)34=655(B)35=-855(B)36=.655(B)37=655(B)38=-655(B) 39=655(11)40=$55(8)41=-655(B) ® WARNING-Va4fy da&W pa'sm""end READ N07ES ON 774I5 AND INCLUDED MREKREFERENCE PAGE MI1-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not buss designer.Bracing shown Is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSVIP11 Duality Cdlede,DSB-89 end BCSl1 Building Component See I " available �cso I t�,583 D'Onofrio Drive,Madison,VJI 53719. 0.INC. Page Expires 3- - ON r BOH RR AND Truss Truss Type aN ;PIYTlmbo-riaTRIES --_----- 11464IEWISECTION PB1 GABLE 2 1 ED Job Reference(opd nail The TJpSs•�Sumner), Sumner,WA-98390, 8.630 s Nov 19 2022 MITek Industries,Inc.Wed Feb 2213:03:43 2023 Page 1 VW�� S ID:gLFcLnp0037wPtr.)Lx7jWgyMYOU-NY2svmNQ1X14s wOB4r3fl8 AOtWSsc9JODlxyziaLk SUBJECT TO CODE 7-25 14-4-10 AND FIELFDYttSPECfION 7 25 --- - -- - 7-25------- Scale=1:24.3 40= 5 \ R 6.00 12 4 7 3 Is � I 9 19 2 1 � 8 1� 1 1 -1 17 ¢1 1 20 1 I 9 In 3x4 i 16 15 14 13 12 11 10 3x4 5x6= 0.07 F12 7-2-5 14.410 1 725 f 72-5 PlateOlisets Xr 6:0-0-0,0-0-0..17:0-0-0,0.0-0 ) _.-.--.---- _ -- ------_._ LOADING(psf) SPACING- 2-0-0 C31, DEFL. in (too) I/defl Ud " PLATES GRIP TCLL 25.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Na n/a 999 MT20 185/148 (Roof Srtow=25.0) Lumber DOL 1.00 BC 0.04 Vert(CT) nla n/a 999 TCDL 10.0 Rep Stress Incr YES WE. 0.06 Horz(CT) 0.00 9 n/a n/a BOLL 0.0 ' Code IRC2018ITP12014 Matrix-P Might;52lb FT-20% BCDL 10.D LUMBER- BRACING- TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing dtreclly applied or 6-0-0 oc puffins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 or bracing. OTHERS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing be installedI during truss erection.in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-4-10. - (lb)- Max Horz 1=53(LC 13) Max Uplift All uplift 100 lb or less atjoint(s)1,9,14,15.16.12,11,10 Max Grav All reactions 250 lb or less atjoint(s)1,9.13.14.15,12,11 except 16=331(LC 18),1D=331(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-16=-278/201,8-10=-278/201 NOTES- (13) 1)Wind:ASCE 7-16;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.Bpsf;BCDL-0.2psf;h=25ft;Cat.11;Exp D;Enclosed;MWFRS(envelope)gable end zone and C-C Comer(3E)D-7-8 to 3-7-8,Exterior(2N)3.7-8 to 4-25.Comer(3R)4-25 to 10-25,Exterior(2N)10-2-5 to 10-9-2,Comer(3E)10-9-2 to 13-9.2 zone;cantilever left and right exposed;end vertical left and right exposed;C•C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the buss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL-ASCE 7-16;Pf=25.0 pst(Lum DOL=1.00 Plate DOL=1.00):Is=1.0;Rough Cat D;Partially Fes.;Ce=0.9;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)All plates are 1.5x4 Mr20 unless otherwise Indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 14-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurreni with any other live loads. 9)'This truss has been designed for a live load of 23.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jomt(s)1,9.14.16,16.12.11.10. 11)Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s)1,9,13,14.15.16.12,11.10. 12)This truss Is designed in accordance with the 2018 Intema0onal Residents]Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. 13)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASES) Standard tVAS//� ► W �� 19969 ALL February 22,2023 A WARNING-vwt7 deet pa'm+er-and READ NOTES ON TNIS AND IACLLDE'D mnEF,REFERFNCEPAGEMIL7473 BEFORE L SE Design valid for use only with MTek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during concoction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality oontrol,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DS549 and BCSI1 Building Component SallaVinform&m available f 7 Expires 6/3 %20 3 STATE OF WASHING fU QC JobEPT.OF LABOR AND T Truss Type Oly Ply Timberland Homr�11Yi1 BS2300021 INDUSTRIES 114643635 l�17J REVIEW/SEC7ION GABLE 19 1 Job Reference1opdonalj - --- -- --- � � - - - The umner), Sumner,WA-98390, 8.630 s Nov 19 2022 MiTek Industries,Inc.-Wed Feb 22 13:03:44 2023 Page 1 ID:gLFcLnp0037wPtr7Lx7j WgyMYOU-skcE6602or9xT7VakoMlCzhBPQChBIDJXgzrTOziaLj SUBJECT TO CODE 7-2.5 14-4-10 AND FIELD INSPECTION _ 7-22-5-5 7-2-5 Scale=1:24.6 4x4= 3 6.00 12 / 12 1.5x4 II II 10 1.5x4 3-7 I 9 / 2-8 14 1 � - 5 3x4 i 8 7 6 3x4 1.5x4 11 5x6= 1.5x4 11 0.07 12 7-2-5 _ 14-4-10 7-2-6 7-2-5 plate Offsets(X,YI- (4:0-0.0.0-0-0] LOADING(per SPACING- 2-M CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 25.0 plate Grip DOL 1.00 TC 0.37 Vert(LL) n/a - n/a 999 MT20 1SW148 (Roof Snow--25.0) Lumber DOL 1.00 BC 0.11 Vert(CT) n/a We 999 BCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 Na n/a BCDL 10.0 BC 0.0 ' Code IRC20187rP12014 Matrix-P Weight:411lb FT=20% LUMBER. BRACING- TOP CHORD 2x4 HP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Dc pudins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 DF Stud MITek recommends that Stabilizers and required cross bracing be installed OTHERS 20 OF Stud durin truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 144-10. (lb)- Max Horz 1=-63(LC 13) Max Uplift All uplift 100 lb or less at joinl(s)1,5.7 except 8=160(LC 12),6=-160(LC 13) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 7=280(LC 19),8=552(LC 18),6=552(LC 19) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-466/263,4-0=-466/263 NOTES- (12) 1)Wind:ASCE 7-16;Vul1=110mph(3-second gust)Va5d=87mph;TCDL=4.8psf,BCDL=4.2psf;h=25ft;Cat.It;Ecp D;Enclosed;MWFRS(envelope)gable and zone and C-C Extedor(2E)0-7-8 to 3-7-8,Interior(1)3-7-8 to 4-2-5,Exterior(2R)4-2-5 to 10-2-5,Interior(1)10.2-5 to 10-9-2,Exteaog2E)10-9-2 to 13-9-2 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSV7PI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.00 Plate DOL=1.00);ls=1.0;Rough Cat D;Partially Exp.;Ce=0.9;Cs=1.00;Ct=1.1 D 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1.5,7 except QI=Ib)8=160,6=160. 10)Beveled plate or shim required to provide full bearing surface with truss chord atjdnl(s)1,5.7.8,6. 11)This truss is designed In accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 12)All dimensions given in feeNnches-sixteenths(FFIISS)format r'/ LOAD CASE(S) Standard 1t L' NU G•� 4� o�ssR Iry � 1p1yXU$� February 22,2023 A WARN/NG.v fry design p.-7wfers end READ NOTES ON 7708 AND/NctuvED MlTEKREFEREJJCE RAGE M11.7473 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responslbillity,of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSVrPl1 Quality CAlerle,DSB-N and 8CSI1 BuBdhig Component ypr/� Sa"Information available from Truss Plate Institute,583 D'Onof io Drive,Madison,WI 53719. ----Expires 6/3 L ��.INC. - - Page 73 of 74 - Symbols Numbering System Ai General Safety Notes PLATE LOCATION AND ORIENTATION 1 3j4 Center plate on joint unless x,y Failure to Follow Could Cause Property N offsets are indicated. dimensions Draw shown In fscalexteenths Damage or Personal Injury N Dimensions are in ft-in-sixteenths. (Drawings not to scale) 0 Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. O and fully embed teeth. diagonal or X-bracing,is always required. See BCSI1. (� M2. Truss bracing must be designed by an engineer.For O_�1bir wide truss spacing,Individual lateral braces themselves (� N 1 2 3 may require bracing,or alternative T,I,or Eliminator M _ TOP CHORDS i bracing should be considered. W t C1.2 C2-3 N j 3. Never exceed the design loading shown and never L WEBS °w 4 stack materials on inadequately braced trusses. L 00' 00 4. Provide copies of this truss design to the building �Q _ ' p designer,erection supervisor,property owner and x For 4 x 2 orientation,locate U v° r 2 all other interested parties. plates 0- yie'from outside a 0 0 W edge of truss. 00 Oa 5. Cut members to bear tightly against each other. C7-8 Ce-7 css F BOTTOM CHORDS 6. Place plates on each face of truss at each joint and embed y.Knots and This symbol indicates the 8 7 6 5 locations are rregulated by ANSIlrPlI 1 at Joint required direction of slots in Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/fPI 1. Plate location details avellable In MITek 20120 software IN upon Vest 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 9. Unless expressly noted,this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10.Camber is a non-structural consideration and is the width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice Is to 4 x 4 to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 9 P 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or puriins provided at output. Use T, I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if Indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,If no ceiling is installed,unless otherwise noted. d' 15.Connections not shown are the responsibility of others. Indicates location where bearings ! 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 MiTek®All Rights Reserved i approval of an engineer. G reaction section indicates joint number where bearings Occur. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. o o Indu¢try Standards: Z A P11: National Design Specification for Metal 19.Review all portions of this design(front,back,words LV o t M v and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. A�9: Design Standard for Bracing. Is not sufficient. aQ'F=o Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUrPI 1 Quality Criteria. Installing&Bracing of Metal Plate theTRUS CO. INC. F`c e Connected Wood Trusses. Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2023-00526 MANUFACTURED HOME PROJECT DESCRIPTION: NEW MODULAR HOME ISSUED: 11/01/2023 SITE ADDRESS: 6120 NE NORTH SHORE RD BELFAIR EXPIRES: 04/29/2024 PARCEL: 222095490057 APPLICANT: STAGG STACEY CAROL&JOHNNY K OWNER: STAGG STACEY CAROL&JOHNNY K 2913 S"C"ST 2913 S"C"ST TACOMA,WA 98402 TACOMA,WA 98402 425-220-1182 CONTRACTOR: INTEGRATED NW CONSTRUCTION LLC P O BOX 1008 HOODSPORT,WA 98548 1.253.888.5314 X2 GENERAL CONTRACTOR'S LICENSE: INTERGRATED NW CONSTRUCTION LLC License: INTEGNC843J1 PO BOX 1008HOODSPORT,WA 98548 Expires: 04/21/2024 253.888.5314 FEES: Paid Due Building Plan Review/Change of $130.00 $0.00 Use-Onsite Sewage Technology Surcharge $14.40 $0.00 Modular/Manufactured Home $360.00 $0.00 Fee- 1st half collected at submittal Modular/Manufactured Home $360.00 $0.00 Fee-2nd half collected at ready to issue State Fee-Residential $6.50 $0.00 Planning Review Fee $240.00 $0.00 Foundation Only-Res $156.00 $0.00 Totals : $1,266.90 $0.00 REQUIRED INSPECTIONS Printed by:Genie Mcfarland on:11/01/2023 11:14 AM Page 1 of 5 f Mason County lop Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MANUFACTURED HOME BLD2023-00526 Setback Inspection Shearwall Inspection Footing Inspection Set-Up Inspection Foundation Wall Inspection Connection has been verified by Health or Utilities Underfloor Inspection BLD-Final Inspection CONDITIONS * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance contact the Mason County Public Works Department prior to construction at Ext 450 * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED",they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * All property lines shall be clearly identified at the time of foundation inspection. Printed by:Genie Mcfarland on:11/01/2023 11:14 AM Page 2 of 5 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MANUFACTURED HOME BLD2023-00526 A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. For more information contact Public Works, at(360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. * All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * REQUIRED INSPECTIONS (Footing Inspection-prior to pour(set-up manual must be on-site), Set-up Inspection-prior to skirting, Final Inspection-prior to occupancy). I hereby assume all responsibility for the scheduling of my required inspections. If the required inspections are not requested, inspected and signed off(approved) by the inspector in the prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the current fees adopted by the Mason County Building Dept., and will be assessed in addition to my original permit fees to resolve any questionable practices or problems that have been discovered. Until resolution of any/all problems no occupancy (Final Inspection)will be granted for the residence. OWN ER/CONTRACTOR(indicate which) * By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. Printed by:Genie Mcfarland on:11/01/2023 11:14 AM Page 3 of 5 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MANUFACTURED HOME BLD2023-00526 * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at(206)357-2620, ext. 630. * If you are installing a manufacturing home and no longer have the installation manual for the home, you must use the instructions of the American National Standards Institute (NCSBCS/ANSI A225.1). * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * The installation permit shall be displayed in clear view of the site access road. The approved site plan and other applicable instructions, including installation instructions, shall be available in this location OR placed in the location specified by WAC 296-150M. Support configuration shall be clearly marked in the installation instructions. * Any retailer, manufacturer or contractor who installs a manufactured home warrants that the manufactured home is installed in accordance with the State Installation code, chapter 296-150M WAC. All installers hired to do installation work shall be certified manufactured home installers and shall be present to supervise the installation of all on-site work. An Installer Tag shall be posted on site giving the certification number and signature of the certified installer responsible for each major part of the installation. RCW43-63B.090 An approved Installer cerification tag shall be placed on the end of the manufactured home directly above or below the HUD certification tag or temporarily located in plain site within three feet of the home's front entry. There shall be one certification tag for each certified installer accounting for the work that each installer performed or installed. Certification number and signature of the certified installer responsible for each major part of the installation.WAC365-210 * The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * This permit is for the placement and installation of the manufactured home only and does not imply approval or review for any other items indicated on the plot plan. Printed by:Genie Mcfadand on:11/01/2023 11:14 AM Page 4 of 5 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MANUFACTURED HOME BLD2023-00526 Planning Setbacks Front: 25' East Side: 20' West Side: 5' (ADV2023-00063) Rear: 20' "all setbacks measured from the farthest projection of the building 'subject to EH setbacks .all changes subject to review and approval " Adopted Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U- Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. 1.3 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28, Floor R-38, Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5% 5.5 Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification or For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. * Residential Fire Sprinkler System required due to inability to meet access requirements as found ffia MM14-1• 4111111, Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1 Oft setback from all footing/foundations. B.)Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: I ' Contractor or Authori Agent: Date: r 1 Printed by:Genie Mcfarland on:11/01/2023 11:1.4 AM Page 5 of 5 STATE OF WASHINGTON DEPT.OF INDU RIES FAS PLAN RE IEWYSECTION APP NED 03/1 /2023 SUBJEC TO CODE AND FIEL NSPECTION f^' Y /`----i W GENERAL NOTE- 5-SHEET INDEX PROJECT INF•0 I. Exhaust openings shall terminate not less than 3 feet (914 mm) from property fines; 3 feet (914 mm) from operable and non-operable =1_57TH N.W. C-1 COVER SHEET TYPE OF CON5TRUCTION V-8 openings into the building and 10 feet (3045 mm) from mechanical kmwK+9W01 air intakes except where the opening is located 3 feet (914 mm) 1°06 ' I TLH'S 517E PREPARATION BUILDING 50. FT. 1,040 P °Pe 9 above the air intake. Mechanical exhaust terminations must comply with 2 FRONT £ RIGHT ELEVATION5 OCCUPANCY R-3 2018 IRC M15043. 3 LEFT £ REAR ELEVATION5 U5E5 51NGLE FAMILY 2E5IDENCE 4 FLOOR PLAN FLOOR LIVE LOAD 40 P5F 2. Flashing per IRC 2018 R- -surf The flashing shall extend to thee surface of 3 5 FOUNDATION PLAN APPLICABLE CODE5 IRC 2018, IBC 2018, UPC 2015, NEC 2020, IFC 2018,W5EC 2016 the exterior wall finish. Especially note section - 4. Continuously lY ,above all projecting wood trim. Approved corrosion-resistant flashing 5A JOIST LAYOUT PLAN ROOF SNOW LOAD 25 P5F Pr 1 9 APPr 9 shall be applied shingle-fashion in a manner to prevent entry of water into the z ; b STRUCTURAL NOTFS, ANCHOR BOLT £ SHEARWALL SCHEDULES £ DETAIL WIND SPEED MPH wall cavity or penetration of water to the building structural framing S 7 TYPICAL CRO55 5ECTION EXP05URE D components. 9 E 8 DETAILS 51TE CLA55 V 55- 1.654 51 - 590 3. Whole House Ventilation Using Exhaust Fans (IRC M 1505.4) Qf El ELECTRICAL PLAN E2 ELECTRICAL PLAN -5CHEDULE5/ GEN. ELECTRICAL NOTES - CFM Exhaust Fan Flow Rating Per Table M 1505.4.30). �n - Continuous operation factored per IRC M1505.4.3.1 E adjusted by system V 1 PI PLUMBING PLAN coefficient table M1505.4.3(2) (not balanced E not distributed 1.5 factor) _ - Fan controls 24 hour clock timer with capaboiFy of continuous operation, I 1 5TRUCTLIRAL ENGINEER PAN TYRRELL P.E. manual and automatic control E accessible. - Whole house fans shall have a 5one rating of 1.0 or less at 0.1 inches w.g. - Outdoor air shall be distributed to each habitable room by individual outdoor air inlets. Where outdoor air suppfie5 are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, �� Pei-" 5T STATE OF WASHINGTON undercutting doors, grilles, transoms, or similar means. Doors shall be undercut a am zi sT DEPT.OF LABOR AND INDUSTRIES minimum of 1/2' above the floor covering. BY4WEMW sT SPECIALTY COMPLIANCE SERVICES DIVISION �a--U*Cffk 5T FACTORY ASSEMBLED STRUCTURES 4. 5ee the NLEA (notice to local enforcement agency) form attached to this A I WREN 5T PLAN APPROVAL#18FBS2300021 plan set. NLEA items may require review, approval and inspection by local authority having jurisdiction. TYPICAL ALL 517E IN15TAI-LED ITEM5. SUBJECT TO FIELD INSPECTION. 5. Foundation plans and details are not reviewed by LEI, except for the OVERSIGHTS,OR VIOLATION OF RCW/WAC's reasonability of the design to support the modular building. Approval and OR WA STATE CODES ARE NOT APPROVED inspection of the foundation system is the jurisdiction of the local building � 4T 03/14/2023 official. This is typical for all foundation related sheets, details and engineering Michael Luke DATE: contained within this plan Set. 5fj1e RNn4w EXPIRATION DATE:06/30/2023. 5q.ram, ID40 6. Onsite use and location of the modular building is the jurisdiction of the local Bd building official. Site, grade and plot drainage plans are not reviewed by _NI. µ' 2 oby 5T STATE OF WASHINGTON 7. All appliances and equipment must be installed per manufacturer's specifics Pdt 09/11/22 DEPT.OF LABOR AND INDUSTRIES and in accordance with appfcable listings. Manufacturer's installation 5<e. Aswr® FACTORY ASSEMBLED STRUCTURES instructions shall be available on the jobsite at the time of inspection. VE5"W. ELECTRICAL PLAN REVIEW 7133 PLAN APPROVAL#18FBS2300021 Joe No. BY:Jason Summers DATE: 03/02/2023 - EXPIRATION DATE: See main plan examiner stamp • SUBJECT TO CODE AND FIELD INSPECTIONiA1D NOTE: �_ ENGINEERS SEAL FOR STRUCTURAL ONLY Page 17 of 74 Expires 6/30/2023 STATE OF WASHINGTON DEPT'OF FD INDUS FAS PLAN REV APPR 03/14SUBJECT5 TE PREPARAT ONAISUBECR 15 RE5PON518LE FOR: 3. TYPICAL PEA50N5 FOR ADDITIONAL 5ET CHARGE ASSESSMENT TO I. FOUNDATION AND UTILITIES: AGREEMENT CUSTOMERS: A. Foundation Detail: A. Foundation not fully prepared as specified. I. Provide and install foundation as specified in foundation plans and specifications provided by Timberland Homes. 13. Foundation changed without notification to Timberland Homes. Plans will be stamped "Final Plans for Construction". C. Relocation of foundation on the site, resulting in changed module placement. 2. Provide and install 2 x 6 treated mud sill, secured to embedded anchor bolts, and topped by Ix 6 spacer boards D. Change from normal side placement to unanticipated "end-roll" placement (extr(i between anchor bolt nuts (Detail "A"). charge). o E. Unreasonable delays resulting in billable time and equipment charges due to: 6 4 C. Height of Foundation: • Additional crew or equipment requirements I. For crawl space-type foundations, maximum height IN51DE OR OUT5IDE of foundation is NOT TO EXCEED 52" from • Improper site preparation ~ bottom of footing or grade to top of mud sill (Pet. b-C"). ADDITIONAL C05T5 HILL DE A55E55ED IF OVER 32". 2. All ground adjacent to the foundation is to be firm to allow for delivery and placement of the home. Customer understands site requirements and agrees to the above, and will be responsible for same. Customer also agrees to pay additional charges if site is not D. Hater Supply Line/Gas Pipe f Vent: properly prepared, if additional equipment is required, or if unwarranted stand-by time is I. Install I" diameter supply line from 3 ft. outside the foundation (size of pipe may vary due to local requirements) incurred. Further related information and responsibilities are listed on 5ET UP 1201_37TH NA. MEUd1 WA 9WO1 to 3 fit. inside the foundation. AGREEMENT. PR 1-e00+W-5036 2. Provide and install 200 P51 poly line from the water meter. Line to be installed at depth of 26" from meter to house unless otherwise specified by code. 3. Provide and install piping for all gas appliances. 3 E. Sewer Sleeve: � °C I. Provide and install 4" A155 sewer sleeve through foundation at a 2% slope to the outside (1/4" per foot). 3" A65 through foundation wall about 3' with clean out outside of foundation. (Detail "E"). g F £ G: © � Install ALL P05T MATERIAL (Ref. "F" and "G"). See foundation plan for specifications. Posts and beams must be installed prior to delivery on all homes. 1x6F111EI2 � 'IF1W SI T 6 P. . LL 2. ADEQUATE ACCESS TO THE SITE: 2x x Timberland Homes will deliver your home modules on special pneumatic-tiff trailers which out trucks will place parallel with the ® 3 = length of your foundation, ready for installation by our set crews. Our truck and trailer is about BO' long, depending upon the size c g � of the home. Consequently, it is very important to have adequate driveway clearance, as well as on-site clearance to get to your f� foundation. A Timberland representative will certify highway accessibility, but it is the Customer's responsibility to provide adequate : /16/22 ��, 5T access onto the property and up to the foundation. 'o ANCHOR ears PER5Q£JIA,E ON I I/01/?2 ".PREP. 5Y •. FOLWAnON PLAN 12/05/22 EKG WEOW 5T A. Driveway and Culvert: 1. Driveway must remain at least 16 ft. wide on straight-aways, and wider at corners. FGUWATIoN WALL 2. PRIOR TO DELIVERY DATE: Ditches and holes must be filled, and stumps removed. All intruding trees must be r(rzsr DETAIL "A" removed or trimmed, and all overhead wires must be propped up, repositioned, or removed for clear access to the MODULE job site. (He need a minimum of 16 ft. clearance). sEcorn MODULE '^ •ee' 5. Grading and Leveling: :•'.: V AI55 s� �� BLDG.s F DG. I. Level site along length of foundation where placement will occur. (side placement). Should not be more than " ' ' TROUGHFOLMATION exPEMT wINTHROP u/a 32" from ground to top of mud sill. wr�u W l'-Mope 5n�'PrR I'm 5q.Feet 1,040 2. Provide adequate space to deliver modules for placement. A two-module home is placed according to (Detail "H"). 2 For bigger homes, additional modules are brought into the same location when preceding modules are installed. �++Br 5T C. Permits and Utilities: DETAIL "E" Da1` 09/11/22 DETAIL "H" 51& A5 NOUD 3. PRIOP TO DELIVERY: VENGNNO. a.Provide all necessary permits, and have water E sewer into the foundation. a.3 ft.space req red (1P.T.-Prue Treated b.Make arrangements with our local utility company to hook u power and as immediate) after State and from foundation o 7133 g Y Y P Y P P g Y Est module(or to bay local inspections have been completed on site. extension) Delays in getting permanent power will impact your move-in date. b.3 ft.space required from first module to second — module. age I d ot f4 ExplireS STATE OF WASHINGTON DEPT.OF L HIM INDUS IES FAS PLAN REV W/SECTION APPR ED 03EC4 023 MARRIAGE LINE SUBJECT O CODE �3'-O AND FIELD 'SPECTION MODULE B MODULE AOQ' �� Cry � • 40'l 12 12 2 27259 v 12-08-2022 q MODULE A cq � Y201-�77H NY1. O = p&VUK6-00 aye b MODULE E5�n o o z 3 d 3 - VEY PLAN. �ei RIGHT ELEVATION] 5CALE: 3/16" = 1'-0" H �,n 6:12 � CAP LINE wwml POL" I sT I1/OV= Ims PRW6 5T LAMINATE[)--------,- 12/OVn a sT 5HINGLE5 �? 2X6 FASCIA PLATE HEIGHT HINDOH TRIM ❑ ❑ 2 _III—LL 11_ 1� LI 11�I_11_ N_ — PB�,TIEVIM Ill".Psm 5HINGLE - -- a O = SIDING syr kn�oP } I E — 6 u � p Sq.Fir 1,040 CORNER BOARD5 a 3 No.b& 2 5KIRT BOARDS 5T MAIN FLOOR ® HB P* 09/11/22 APPROX. GRADE LINE _e "5''1 = 517E BUILT 51W5 BY MR5 DES"N0. 1200FING: COMP051TION 5HINGLE5 - ANTIQUE BLACK DE51GN REQUIREMENTS 7133 51 PI NG: HARDIE 5HINGLE5 ROOF 5NOW LOAD - 25 Ib./5QUARE FOOT F R 0 N T ELEVATION Job ND. HIND0H5: VINYL 110 mph WIND EXPOSURE b' 5CALE: 3/16" = I'-0" ENCL05ED 50FF I T5: NOTE: sW"1D• ENGINEERS SEAL FOR STRUCTURAL ONLY 2 age 19 o xpires b/;JUIZDL27— STATE OF WASHINGTON DEPT.OF 1, HUR INDUS IES FAS PLAN REV W/SECTION APPR 'ED 03/14 023 1�,1, J. TY,p,� SUBJECT O CODE AND FIELD 'SPECTION 15_0a MARRIAGE LINE 13,_0" O C Q MODULE A MODULE 6 12 12 2 6 °� 2725- �vW CAP LINE I 12-08-2022 FIR T ►— I I 1 1 1 1 �— � 1201-KA37T 5,00 NELidy WA 98001 = Rt 1-500-458-5036 1 CuAwrLfmlwimd�brtics.can z 4 _ - — - 3 u 517E BUILT STEPS BY OTHER5 g r LEFT ELEVAT ON 5CALE: 3/ 16" = 1'-0" � L� 6:12 _ in,� 11/01/22 EW,PREP. ST 12/05/22 ENGINH3dN6 5T it Ff I I TT i Rrc�v� FTh DG.PENT S" HINTHROP 5q.Fur 1,040 i I i i t W.Bdm. 2 -- - Dram E�y 5T 1I�® Data 09/11/22 5.& A5 NOTED DE51GN No. REAR ELEVATI OM 7133 im No. 5CALE: 3/16" = 1'-0" — NOTE: ND ENGINEERS SEAL FOR STRUCTURAL ONLY 3 age zu ot 14 ExpireS STATE OF WASHINGTON DEPT.OF L INDUS Rt o, FAS PLAN REV ,W/SECTION APPR 'ED 03/14 023 SUBJECT O CODE AND FIELDS PECTION r^� 40'-O" 2'-0" 16-9 3/4" 8'-10 1/4' 12'-4" 2'-0" O6X2 D ERS: 6X2 DF#2 � OH• '-4 1/8' 9'-10 5/8' 6'-T 3' 9• OH. ® 24- O.C. W/ z SW1 ATTACHMENT PER W O DETAIL C/8 (� s 1 1/2' 1 1/2' (TYP.® ALL GABLE ENDS) �y B RIM J015T 5040 5L. 40310 5L. 5040 5L. h —_ —_ wATHZ _ j L--J \ 0 / L- \ 2/6 EGRESS 1\ 5FP'f1C R1 L5 1.5 1 5/0 TUb BATH I\\ 1 / w TILE nLE 1ew K 1 TH NY1. I AI.BIWy IyA 96001 0 1 KITCHEN r- c�r.nbakr04k—kr0 ,,, DINING RM IL — LAMQ�� 0 BEDROOM 41 SW, t 9'-O' I 2'_2" 5'-0 114' 1 s O LAM $ SW 1 - § , - 8'-6 5/8' X O 1 rI POINTLOAD I O CO(.UI-Tt III d. 13/4'x 11 1/4'MIC20LAM I < MPSON L5TA24 E�Pg7I SIDE OFAM/L 1 "�1 J r Fl 5 BATH # \ LVL 1.9E FJ�.SIDE OF M/L ( w i N PAN TI1F TILE (2)2.6 HF STI.D tV l 1 m 1 fCplW5I1WJET EACH 51M OF M/L \ __. � _ r __. 2/6 216 4/0 W. _.O u- N 3 I6'-9 5/8' 14'-7 3/4" cLosEr \ N L — — — m POINTLOADC�y� POINTLOAJ 1 1/6 He ; � � W 13/4'x 11 I/4'MICROLAM 6/0 BF I 4 a I --- - $IMPSON LSTA2 , LVL 1.9E EACH 51DE OF M/L LVD L— -J - Z S LL 2/6 7✓O CTRICkL PANEL t7RYF12 T (CEM3ZAT)R READY) 62EAT 12M 5TORAGE TaF BEDROOM 42 FFM o sw1 g C� �i 2.6 WP11 m LAM w5 \ LI) 1 LAI 2/0 _ _ _ co /16/22 Pf�M 5T fV - CL05ET MLE) I 3'-I I' 2'-6' S'-I � 11/01/22 EW.PRE. TT \ 6` 3/0 BF. H O 12/05/22 E31Ca1N BaW, 5T 3 Ty�,�� EN Y � O n 4' INI-5PLIT _� EGRE55 / � 3/0 1� 2050 5H 6050 5L. 2050 5040 5L. RIM JUB @ 27259 ST � I I/2' o � Q �� PBMT 12EY134 CONDENSATE KDG.PB"T HEAT PUMP SITE BUILT 15'-3' 7 ssr G7�T DRAIN 5'-0 3/8' 6" 6" 5'-5 I/8' BY TOTFfRS 8• — ——— 8 —— — 3'-9' SIMPSON MST27 lO1 YAL v 5M` wINTHROP 040 25'-3 1/2' -4 1/2 12' 4" (16 PLACES) Kb.I 2 FLOOR PLAN NOTES: SEE DETAIL A/6 12-08-2022 "�'°�^ 2 1) DE51GN LOAD CRITERIA: 16C 2015. 40'-O' Prcm By 5T 40 p5t FLOOR LIVE LOAD NOTE: DPI, 09/11/22 25 p5f ROOF 5NOW LOAD SW1 SEE SHEET #6 FOR WIND SPEED- 110 MP H. 1 XP05URE ALL COMMON NOTES 5 de A5 NOTED AND SCHEDULES. 51TE CLA55 V 5s- 1.634 51- 590 IFSIGN No. 2.) TIMBERLAND HOMES CERTIFIES TO BUILD 7 133 TO THE DEPARTMENT OF LABOR AND INDU5TRIE5 GOLD 5EAL 5TANDARD5. OD NO. 5.) DBL. 2x 10 D.F.L.#2 FLOOR J015T5 TO - BE IN5 TALL*A BELOW ALL BEARING FLOOR p L NOTE: WALLS -O AND LONGER, PERPENDICULAR TO RIDGE PER IRC 5EC. R5024 SCALE: 3/16" = 11-0" ENGINEERS SEAL FOR STRUCTURAL ONLY 4 age zi Ot f4 Expires b/jU/2jzll STATE OF WASHINGTON DEPT.OF L INDUS I IIES FAS PLAN REV W/SECTION APPR ED 03/14 023 1, T'Y SUBJECT OCODE per' AND FIELD 'SPECTION t�.� �F w" +ry/� 27259 t�sslo�szE �G pl • 40'-0' NAL W o AB 1 23'-11 3/4' 12-08-2 022 8'-6 I/2' r �--� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - wATsz 1- - - - - - - - - - - - - - - — — — — — — — — — — — - - - - - - - - � _ C. RV WALL SEPTIC _ I I 6'COWN/T BARS(TYP) I I IA201 7I 90001 Pt 1-506488-10-16 I \-.006 BLACK V15OLF-EN VAPOR BARRIER 12'x 6'CONT.CONC.FTG. I I W/(Z#4 CONT.BAR5 In?) � A 8 o AB t I I 16-9 5/8' 14'-7 3/4' 8'-6 5/8' I I TYP 3 POINTLOAD POINTLOAD POINTLOAD 2-0,' 4'-11' 4'-II" 4'-II 5/4" 4'-10 1/5' 4'-10 1/2' 4-11 1/5' 5'-1 3/4' 3'-5 1/ " AB1 C lV B, rPLACE5) 8 HFIk2 P05T5 TYP. 5x8 HF#2 P05T5 4x8 HF#2 PO5T5 8 B (2 PLACE5) (6 PLC5.TYPJ1 f- -1 f r , I@ 8xBI �MARRIAC�LINE O �- o MAfd21AGE�L N I L — J L — J L — J I 1 L — J L — J I L - -J I w - I I L — � I I co 24'X24'X10 g _ CONIC PAD W/(3) 48'X 48'X I 42'X 42'X 10 I I #6 6A125)EA.WAY AR5EA. B/WAY # AR5 EA/WAY I I q AB 1 I I I I AB, Q 09/16/221 PRELIMPRH. 5T m I I LOCATION OF PANELI I IN THE HOUSE ABOVE. co 11/01/22 eJG.Fri, sr 1/0 II II I \—.O%BLACK VISOLEElJ VAPOR B /22 BDGI�tIW 5TARRIER I I N II � II II II � . L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - -� , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PEWIT REVIEW SIMPSON STHD10 HOEDOWN AB, 11, 5t* �WINTHZOP (16 PLACES THIS WALL) 15'-5 1/2' SEE DETAIL A/6 5q.Feet 1,040 40'-0' w.bd—. 2 NOTE• ^ 5T SEE SHEET #6 FOR vak 09/11/22 ALL COMMON NOTES AND SCHEDULES. Sure A5 NOTEP PE516N NO. 7133 JC0 No. FOUMDATION PRAM NOTE: `" SCALE: 3/16" = 1'-0" ENGINEERS SEAL FOR STRUCTURAL ONLY r5 age o xpires STATE OF WASHINGTOI\ DEPT.OF L INDUSFl FAS PLAN REV APPR3/14 Ty23 SBI E DAl\D FIELD r^l i 27259 4� J015T LAYOUT DIRECTION W = 12-08-2022 sync 1201-37TH N.H. ALVM4 NA 90001 Q 0 PFt 1-605-465-5036 in c�ta erg, I 3 2xl I 6L 2xl bl-c 94 P I NTL AD5 @ PG INTL AD o ' F CN F 16' S � 14'- 3/ �'-6 /8• - —M ffffA POIN I LOAD paAD J II>n 4 P I O /16/22 PREI-H 5T 11/01/22 E%.PIP. 5r 12/05/22 BIGINI 5T I J015T LAYOUT DIRECTION 40'-0• Paaarc 12EvEW EIDG.PBMT 9* WINTHROP 5q.Fur 1,040 w.Dd— 2 rh-15Y 5T Dak 09/11/22 5cde A5 NOTED O✓:51GN NO. 7133 XH NO. JOIST LAYOUT NOTE: SCALE: 3/16" = 1'-0" ENGINEERS SEAL FOR STRUCTURAL ONLY 5A age 23 of 14 txpires briumum STATE OF WASHINGTON nr DEPT.OF L INDUS RIES FAS PLAN REV W/SEC'TION APPR 'ED FOUNDATION NOTE5: 03/14 023 1)FOR P051TIVE CONNECTION BETWEEN P05T AND PAD SUBJECT O CODE U5E 51MP5 8 0N 1' -44'FOR 4x8's AND 4x4's AND FIELD SPECTION w U5E 51MP50N'PB-66'FOR 6x65 £6x65(OR EQUAL) Q CSC' C U5E 51MP50N'ABU-88'FOR 8x8'5(OR EQUAL) I-�--) f.� O 2)FOOTING AND P05T LOCATION5 MAY BE WITHIN 2'OF ROOF POINT LOAD LOCATION5. O 27259� W 3)517E CONTRACTOR TO VERIFY ALL DIMEN510N5 ON w �FGISTE FOUNDATION PLAN. NAL F'�� 4)FOUNDATION CONTRACTOR RE5PON515LE FOR SEWER, WATER,POWER AND GA5 LINE KNOCK-OUT5 IN FOUNDATION. SEWER CLEAN OUT 15 REQb TO BE 12-08-2022 PLACED OUTSIDE AND WITHIN OF 5 ft.OF THE FOUNDATION WALL BY THE 517E CONTRACTOR. 5)FOUNDATION VENTING PER 2018 IRC CRAWL SPACE- 1319 sq.ft. 1319=150-8.8 5q.ft. 9 sq.ft.OF 5CREENED VENT.REM. (VENT5 TO BE 51ZED AND LOCATED IN 1201-97TN N.H. FIELD BY FOUNDATION CONTRACTOR) Aaat IA 96001 6)CRAWL SPACE ACCE55- I$00' 51TE CONTRACTOR TO LOCATE AND PROVIDE CRAWL SPACE ACCE55 PANEL TO MEET LOCAL CODE AND 517E REQUIREMENT5. LOCATION TO BE DETERMINED 50 A5 NOT TO ALIGN w/ 3 HOLDOWN5,DOORWAY5,DECK5,AND ETC... Lk t7)FOUNDATION TO BE A5 PER THE REQUIREMENT5 < OF THE LOCAL JURI5DICTION. a ANCHOR DOLT 5CHEDULE _ ff MARK 51LL PLATE ANCHOR REMARKS ABI 1/2'DIA.x 48'o.c.A.B. P.T. 2x 51LL READ. w � w/3'x3'x5/I6'PLATE WA5HER x A52 1/2'DIA.x 16 o.c.Ab NOT U5ED z 5HEARWALL 5CHEDULE 1,2,3,4,6,7 8 w/3'x3'x3/I6'PLATE WASHER SHEATHING AB3 1/2'DIA.x 36'o.c.Ab NOT USED MARK SHEATHING EDGE NAILING REMARK5 w/3'x3'x3/I6 PLATE WA5HER I5/32' PLYWb 8d @ 6' n6/22 r�am� 5T 5W1 ONIE 51DE o.c. II/01/22 E%.PREP. 5T I5/32' PLYWb STRUCTURAL NOTE5: 12/05/22 BG"BaNS 5T 5W2 @ 4 NOT USED ONE 51DE 'o.c. FOUNDATION 5W3 O.C.15/32'PLYWb @ 3' XTEND FOUNDATION TO 5OLIO BEARING 1,500 psf ONE 51DE 5EE NOTE 5. NOT USED BEARING CAPACITY, I'-6'MINIMUM BELOW FIN15H GRADE. NAIL SHEATHING T 5HEARWALL PER PLAN 15/32'PLYWb DOUBLE 5TUD5 W/ DOUBLE STUDS W/M5T27 SW4 ONE SIDE Sd @ 2'o.c. 5EE NOTE 5 NOT USED CONCRETE 8d @ 6'O.C.EACH 5TRAP AND IOd NAIL5. CONCRETE TO HAVE A 28 DAY MINIMUM COMPRE551VE STUD(TYP) 5W5 EACH 1M 8d @ 4'o.c. NOT U5ED SEE PLAN FOR LOCATION ��51� SEE NOTE 5 STRENGTH OF 3000 psi. AND QUANTITY. III MODIFIED 51MP50N 5W6 VEN 15/32' bd PLYWb @ 3'04. NOT USED REINFORCING 51EEL rc I�MT 'MOD10'.SEE PLAN 2x6 BOTTOM PLATE EACH SIDE 5EE NOTE 5. °u�.P�rsT FOR LOCATION AND ALL REINFORCEMENT SHALL CONFORM TO A5TM 9* HINT�oP QUANTITY. 3/4'5UBFLOOR 5W7 EACH DE 8d @ 2'O.C. 5EE NOTE 5. NOT U5ED HOOA61P GRADE G 5q.�r 1,040 _ �� 51� WOOD FRAMING (1)CONT.44 RIM J015T NOTE5: SCHEDULE OF LUMBER GRADING(W.C.L.Ib.BOOK NO. 16) 2 I. 5C1 EDULE 15 BA5ED ON 2018 IBC AND ON WOOD KILN DRY(UN.0) P—5r 5T 2x6 SKID PLATE FRAMED WALLS WITH 2x4(MINIMUM)HEM-FIR 5TUD5 @ 24'ox— A.)HEM-FIR W.2 FOR HEADE25 EXCEPT A5 5HOWN. pot� 09/11/22 2. 5HEATHING 15 TO BE 5PAN RATED 24/0 MINIMUM AND MAY BE FOUNDATION WALL PLYWOOD OR 05B B.)DOUGLAS FIR ND N0.2 P05T5 A J01575. Zxb SILL PLATE 3. 5HEATHING THICKNE55 MAY BE REDUCED TO 3/5'OR 7/16' S C.)HEM-FIR 5TUD GRADE FOR 5TUD5,WALL PLATES, NOTE5: PROVIDED 5TUD5 ARE @ 16'o.c.MAXIMUM. 51LL PLATE5 AND BRIDGING. VEGN NO. I. NAIL DOUBLE 51UD5 TOGETHER WITH 2 ROWS IOd COMMON NAIL5 @ 16'o c. 4- 5HEATHING 15 TO BE DIRECTLY APPLIED TO 5TUD5 AND ALL D)PRE55URE TREAT ALL WOOD IN CONTACT WITH CONCRETE. 133 2. 51MP50N'5THD10'HOLDOWN5 ARE TO BE IN5TALLED PER MANUFACTURER'5 5. 5TUD5 ARE 70 BE 51NGLE 3'NOMINAL OR THICKER AT E)ALL 5TRUCTURAL CONNECTORS TO BE MANUFACTURED BY IN5TRUCTION5 EXCEPT NAILED END 15 TO BE FIELD CUT AND EXTEND WITHIN ADJOINING PANEL EDGES AND 5HEATHING,NAILING 5TAGGERED 5IMP50N STRONG-TIE. 2-1/2'OF TOP OF RIM J015T U51NG ALL REMAINING HOLES.MINIMUM OF I2-16d FOR 5143,5144,5W5,5146, £5W7. No COMMON WIRE NAIL5 REQb.ADD ADDITIONAL HOLE5 A5 NEEDED. 6. ALL NAIL5 ARE TO BE COMMON WIRE. F)WHERE CONNECTORS ARE SECURED TO D WN-RE TREATED 7. 5HEATHING NAILING AT INTERMEDIATE 5UPPORT5 15 WOOD N Z-M, (GI8 C OAT CA-B AND NON-DOT BERATES: - 51MPSON Z�tAX(G185)COATED OR STAINLESS STEEL AHOLDONN DETAIL TO BE 5d @ 12'o.c. Co croRS ARE REQUIRED.8. SHEATHING NAIL5 ARE TO BE DRIVEN 50 THAT THEIR HEADS 5HEEr NO. N07 TO SCALE ARE FLU5H WITH THE SURFACE OF THE SHEATHING. NOTE: ENGINEERS SEAL FOR STRUCTURAL ONLY age Z4 ot 14 ExpireS STATE OF WASHINGTON DEPT.OF L INDUS RIES FAS PLAN REV W/SECTION TRUSSES @ 24 Q.C. APPR 'ED TYP. (SEE ENG. DRAWINGS) 03/14 023 SUBJECT OCODE LOWER TRU55 PER TRU55 DRAWINGS AND FIELDSPECTION ROOF VENTILATION CALCULATION5: NOTE: TOTAL ATTIC FLOOR 5Q. FT. = 1,040 50.FT. VENTILATION 15 AT ROOF JACK. 1,040/300 - 3.46 x 144 - 498.24 5Q. IN REQUIRED 7/16' SHEATHING w/ MOUNT A5 CL05E TO RIDGE LINE Q 249.12 50. IN. OF NET FREE AREA NEAR RIDGE TORCH DOWN ROOFING ON BACK OF HOUSE A5 P0551BLE. IN. OF NET FREE AREA AT EAVES MEMBRANE (MEMBRANE TO BE REMOVED ON-51TE) 1��, J. Ty f W NOTES( ROOF SHEATHING TO BE 1. TIMBERLAND HOMES 15 NOT RE5PON55LE CONT. OVER JOINT. 12 �� m FOR ANY MATERIALS BELOW 5KID PLATE UNLE55 OTHERWI5E NOTED. PIGGYBACK TRU55 2. 5PECIFICATION5 AMC) MATERIALS 5HOWN ARE PER TRU55 ENGINEERING 6 .Q MINIMUM REQUIREMENT5 AND MAY BE (IN5TALLED ON-51TE) 27259�p 5UB5TITUTEDFO12 EQUAL OR BETTER MATERIAL5. HOLES CUT INTO 5HEATHING ON-51TE ROOFING: LVPD 5HINGLE5 OR METAL FOR 12 OF VENTILATION �s`Sj�NAL ti�G ICE AMC) WATER UNDERLAYMENT IN5TALLED PER IRC 51MP50N A-35 1/2" COX PLYWOOD SHEATHING (32/16) OR EQUAL 12-08-2022 W/ 8d COMMON NAIL5 @ 6' O.C. @ PANEL 1201-37(H NYI. EDGE5 £ 12" O.C. @ INTERMEDIATE. vALbU;%HA 9WO1 IN5ULATION BAFFLE. NAIL TO IN51DE _ EDGE OF UPPER TRU55 CHORD. ATTACH GIRDER TRU55 TOP CHORDS w/ 3/8' m LAG BOLTS w/WASHERS GIRDER TRU55E v PER ENG. DRAWINGS w 51MP50N 'HI' OR EQUAL @ 3b" o.c. F EVERY TRU55 wp j FREEZE VENT OR 2x4 BLOCKING R-49 IN5ULATI ON w 3 TOTAL VENTILATION 70 BE 1/300th OF ATTIC AREA W/50%OF VENTS Q a LL TO BE AT EAVES. OR ATTIC VENTILATION nno ninnnnnnn lill MUST EQUAL 1/150th OF ATTIC AREA. IN5TALL VENTS TO PROVIDE CRO55 VENTILATION. NOTE: 50%OF EAVE VENT5 TO BE 3'-0' BELOW THE OTHER 50% HANGER PER TRU55 DRAWINGSZ/ 3 ` 2x4 DFL TOP PLATE 2x6 FASCIA w/(2) 16d NAILS C PER TRU55. g 3/8' COX PLYWOOD. GLUED E Lu STAPLED W/ 1-7/5' x 15" GAUGE o v J 24' O.H. 5TAPLE5 @ 6" O.C. ON EDGE E m x VAPOR BARRIER PAINT 8" O.C. INTERMEDIATE. Q z SHEAR WALL SUMMARY: ROOF BEARING COLUMN PER o u- 3d � 1/2' APA RATED 5HEATHING, 5/6' TI-11, OR PLAN. ATTACH M/L GIRDER O g VIC LP SMART PANEL 51DING BLOCKED 1-RU55 TO COLUMN AND COLUMN � d W/ NAILING PER SCHEDULE ON 5HEET 47. GYPSUM WALL BOARD: TO M/L RIM W/ 51MP50N M5TA36 flc w ALL EXTERIOR WALLS: CEILING: 6d G.W.B. NAIL5 @ w/ IOd x 1-1/2' NAIL5 p /16/22 PRE w sr N NAIL SPACING @INTERMEDIATE SUPPORTS I/2° H.D. GYPSUM 7" O.C. EDGE5 E J 11/01/22 ENG.Wes. 5T� lvos/zz ENGIIFERIW sr TO BE 12" O.C. IN5TALL TYVEK HOU5EWRAP INTERMEDIATE 2x4 5TUD5 @ 16" O.C. p OR CAULK AND 5EAL ALL EXTERIOR JOINTS WALLS: 5d G.W.B. NAILS @ FOR MARRIAGE WALL. v AND 5EAM5 PER 2015 IRC 5EC. R703. 1/2" GYPSUM 8" O.C. EDGE5 E o a SIDING PER ELEVATION INTERMEDIATE O z_ 1/2" PLYWOOD ~ R-21 GATT IN5ULATION 3/4' 5UBFLOO2. GLUED E Ln 2xb 5TUD5 @ 16' O.C. —a NAILED W/8d RING co 5HANK COOLER NAIL5 FSd1 @ 4' O.C. EDGE5 AND 51MP50N LU528 OR Co 1T REVEW 6" O.C. INTERMEDIATE. 2x4 BOTTOM PLATE JD210A HANGER5 B�'�T 5t* WINTHROP 2xb BOTTOM PLATE 5q.Ft,�2x10 DFL#2 FLOOR J015T5r 040 @ 16' O.C. (TYP.) w.bdm. 2 Drop By 5T Duk 09/11/22 NOTE: FLOOR IN5ULATION 15 FIELD z TOP CHORD OF TRU55 APPLIED, DEPT. OF LABOR E INDU5TRY APPROVED E IN5PECTED BY LOCAL r v �s+cNo BOTTOM CHORD OF TRU55 • JURISDICTION. o (3)2x8 W*2 w/(2) 1/2' 7133 PLYWOOD FILLER5 U (CONTINUOU5 HEADER) • • GRADE LINE ' • • d Uim NO. (TYPICAL UN.0) Z O �TT �UILDIN6 5ECT10NTYP.N07 70 SCA Q Q sir `J @ 8xb PO5T5 NOTE:ENGINEERS SEAL FOR STRUCTURAL ONLY 7 Page 25 ot 74 ExpireS STATE OF WASHINGTON DEPT.OF L INDUS RIES FAS PLAN REV 'W/SECTION APPR(VED 03/14 023 SUBJECT O CODE AND FIELD I 'SPECTION Q 16d ® 6" o.c. FROM I-3/4'x 9-I/2' I-3/4'x 9-I/2' PLATE TO RIM MICRO-LAM LVL EACH MICRO-LAM LVL EACH Z EXTERIOR WALL SKID TO RIM AT SIM. 5IDE OF M/L 51DE OF M/L 1-3/4" x 9-1/2" 1/2' BOLT5 @ 6-0'O.0 1/2' BOLT5 @ C-O'O.0 • w MARRIAGE LINE w MARRIAGE LINE w N MICRO-LAM LVL f 2'-0'FROM EACH END OF £2'-0"FROM EACH END OF D SHEATHING/SIDING PER ELEV. BUILDING m BUILDING � a/ ul 3/4" T&G PLYWOOD 3/4'SLIBFLOOR SIMPSON LU528 os 3/4'SUBFLOOR 51MP5ON LU528 zo g g "Z" FLASHING 2x10 DFL#2 FLOOR HANGERS g HANGERS p JOISTS 16" o.c. 7 p 1/2" SPAN RATED (TYP.) (PARALLEL mo o SKIRTBOARD w/ 8d ® TO RIM @ SIM.) F--� 4" o.c. INTO MICROLLAM LV — 2x6 SKID PLATE — LVL AND SILL PLATE APPROX. GRADE z 1x6 FILLER 4x8 P05T �� Po3`1 EACH < 3/8'x 4'LAG 5CREN (2)51MP5ON DTTIZ EA.FACE PE OF (4)PER P05T (4 TOTAL)@EACH 8x8 2x6 P.T. SILL PLATE SEE FOUNDATION PLAN 51MP50N PB-44 P05T COLUNW,TYPICAL m BASE OR EQUAL m a 8x8 P05T 51MP50N ABU-88 P05T m FOR FOOTING 51ZE5 � 6" CONC. WALL IN / � ° ° w � SEE FOUNDATION PLAN ° BASE OR EQUAL w 1201_j�uyl. / SEE FOUNDATION 30#BUILDING FELT n K, 3O#BUILDING FELT In \\ /\ Q PLAN FOR ANCHOR ? Z FOR FOOTING SIZES N N�� #4 HORZ @ 10" O.C. /\// BOLT SIZE AND M MIL.BLACK MIL.BLACK SPACING APPROX.GRADE VISQUEEN a0 APPROX.GRADE VISQIiEEN c�ro°eT ,�au VAPOR BARRIER VAPOR BARRIER 6 MIL. CK VISQUE NNVAPOR 4" 0PERF. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ 3 DRAIN TILE w/ � BARRIER GRAVEL FILL. /\\� \ \ \/\\/\\/\\/\\/\\/\\/\\ \/\\"SEE FOUNDATION \/\\/\\/\\/\\/\\/\\/\\ \/\\'SEE FOUNDATION Q \/\/\/\/\/\/ PLAN FOR REBAR /\/\/\/\/\/\/ PLAN FOR REBAR # RERTS �\/ 3-CONT. #4 BARS �\/�\/�\/�\/�\/�\/�\/�\ REQUIREMENTS \/�\/�\/�\/�\/�\/�\/�\ REQUIREMENT5 #4 VERTS W/ 6" HOOo @ FTG @ /� FOUNDA C. TION DETAIL FOUNDATION P05T5 @ M/L I FOUNDATION AT 8x8 PO5T5 N NOT To SCALE NOT To SCALE NOT TO 5CALE < g NAIL SHEATHING = ' w �LJ3 70 BLOCKS A5 x FOR SHEARWALL I �L J. TYfj� �— CONTINUOUS HEADER EADER_f� EDGE NAILING Z = w�S/ + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — H � + +"+ . . . . . . . . . . . . . . . . . . . . . . . .. 4 WW O GABLE END NAILING LL PPERR P� EDGE TIE 5TRAP: /16/22 KELM 5T TOP CHORD PER PLAN 51MP5oN 11/oV22 E r,ms.PIP. 5T 3 16d AT d C520 ENTIRE i2/022 aWERI 5 sT NOTCH @ GABLE p !y EDGE EDGE NAILING LENGTH END OUTLOCKER TO OUTLOOKER TO (� 27259 NAILING PER TYPICAL. PER 5HEARWALL TYPICAL EXTEND TO Ist GABLE END �FG1ST SHEARWALL WINDOW 5CHEDULE, WINDOW TRU55 AND BACK CONNECTION S G 5CHIEDULE, OPENING TYPICAL OPENING NAILED W/2-100 �SIDNAL F'� TYPICAL KING 5TUD5 KING 5TU05 6d @ 3'o.c.OR 2-ROW5 @ 6'o.c. ��ROW TIE STRAP: TIE STRAP: 12-08-2022 51MP50N C520 51MPSoN NOTE:C5 STRAP C520 ENTIRE AND BLOCKING LENGTH EXTENDS ACRO55 veaur REV13q ENTIRE 5HEARWALL 4x2 FLAT BLOCK LENGTH ( wlNTwmP 1'YPJ 4x2 FLAT BLOCK, 5a.FW 1,040 GAME END TYP. — TOP CHORD OUTLOOKER w.tom. 2 PER PLAN NOTCH @GABLE V u �h+Di 5T END OUTLOOKER TO 3-16d AT pal� 09/I I/22 EXTEND TO Ist OUTLOOKER TO TPU55 AND BACK GABLE Eta As NOTIV NAILED W/2-IOD CONNECTION WALL OPENING 12EIMFORCEMENT WALL OPENING REINFORCEMENT VE54C41 NO. C OUTLOOKEI2 NAILING N�O�TS�USED AT 5HEA12WALL AT 5HEARNALL 7133 NOT TO 5CALE N07 TO SCALE I NOT TO SCALE x>e NO. REV REV 51ET NO. NOTE: ENGINEERS SEAL FOR STRUCTURAL ONLY age Zb o xpires STATE OF WASHINGTON DEPT.OF INDUf RI ES FAS inspector to confirm FAS PLAN REW/SECTION all receptacles on APPVED circuits 8 and 10 are 03/12023 GFCI protected.(Refer _ SUBJECO CODE receptacle not required AND FIELSPECTION FHOSE BIB 0 unless within 6 ft.of RIM J015T inside edge of sink) 22 u I 1 0 --1 n W li — 11 1 DA I H MCAN lA'T 8 TILE rn 90 1 ` --- p Is ppp i � I 3p 6 11 = ,� _DINING RM KITCHEf T w o 1 LAM I Il O DEDROOM #I I x 1 O MICIdID F22 F reaoo O rec L 15 2wh 23 � Is �\(I✓�l I ul j 1000 W I 21 23 u J ATH # 1 w . 1 .` `^y�( Ply :, , A1r2ol l 90AI_ ` la _ T I ` � v C 17 — \ 13 TA� TI 3 / l000 w( �� O2 � ,. 1 I DRYER VENT all GREAT RM 4 vrosl 1 ` Ij - --- I 16EDR#2 FORINHW LAM 13 — I 17 CON ECnm 13 17 ' I _-------- ENTRY_ 7 I O I 1 — nLE 2 I .n I I/2�-- 15oow -5PL1T 17 NOT 29 3t 17 r \ O X = iv 4- GEN 19 22 HOSE BIB 0 O +— PLUS RIM MST1s CONDO TE FEAT RS V DRAIN Hang PRO.14 5T 15 AW RZED II/0I/?2 BG.PFB. 5T I.OLYAIjLE 17/05✓Q S*wssa 6 5T DI5COFI.ELY BIB 5T ELECTRICAL LEGEND Lf151EFEN 5T U I PJ:VBJ ST NOTES: — — — HALF HOT — — — ELECTRICAL PANEL HEATER 51ZING: 1. ELECTRICAL PLAN 5HOW5 APPROXIMATE }� 1. BEDROOM#1 IOOOW LOCATIONS OF SWITCHES,OUTLETS,LIGHTS — — — I IOV OUTLET ® — — — METER 2. BEDROOM#2 IOOOW ETC.PER NEC CODE. THESE LOCATIONS — I I OV OUTLET 3_ BATH#1 50OW MAY BE 5UBJFCT TO REQUIRED bWP DAMP/WET/OUTDOOR LOCATIONS $ — SWITCH 4. BATH#2 500W FIELD ADJUSTMENTS. ANY ALTERATION �µ — 5. DINING ROOM IOOOW MM. fB"T WV — 220 OUTLET © — — — TV JACK 6. GREAT ROOM I5 J DlD6.P6�i FOR SPECIFIC LOCATIONS OR ADDITIONS ARE CHARGED At OPTION PRICE. — — — CEILING LIGHT = — — TOTAL: 5500W � WINhROP — PHONE JACK 2. THERMOSTATS FOR ELECTRIC WALL — — — WALL LIGHT sa Feal I A40 HEATERS TO BE LOCATED ABOVE HEATER. J❑ — — — J BOX No.Ddm. 2 (UNLESS REQUESTED OTHERWISE) — — — WALL LIGHT H __ WP DAMP/WET/OUTDOOR LOCATIONS — CEILING HEATER ENERGY CREDIT- 3.4- 15 CREDITS a ^� 57 3. KICK HEATAr5ERS FOR CEILING AND TOE — — — RECE55FD CAN LIGHT —— —THERM05TAT CONTROL Daa 09/11/22 KICK HEATERS ARE LOCATED PER PLAN. 4. ALL 120v 51NGLE PHASE 15A A1�V 20A EYE V — — — RECESSED EYEBALL LIGHT © — — — DOOR CHIME IN DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM,ZONAL CONTROL: 5 �W BRANCH CIRCUITS SUPPLYING OUTLETS OR HOMES WHERE THE PRIMARY SPACE HEALING AT PUMP 15 ZONAL W6"uo rd� � vT05 � —— — �� ELECTRIC HEATING,A DUCTLESS N-MINI-SPLIT FEAT PUMP SYSTEM DEVICES 1145TALLED IN DWELLING UNITS — — C HANPEL-IE12 WITH A MINIMUM H5PF OF 10.0 SHALL BE INSTALLED AND PROVIDE SHALL BE PROTECTED BY AFCI IN — — — 5MOVE DECTECTOR HEATING TO THE LARGEST ZONE OF THE HOU51W UNIT. 7133 ACCORDANCE WITH NEC 5. ALL EXHAUST FANS TO TERMINATE P — FLOOD LIGHT — WALL HEATER JW ND. THROUGI I THE ROOF — — TRACK LIGHT —— — PADDLE FAN ELECTRICAL PLAN - RECE55ED 5ffT w. FLOURESCENT LIGHT r u SCALE: 3/16p = 1 -0 E Page 27 of 74 Expires 6/30/2023 STATE OF R'ASHINGTON DEPT.OF INDU RIES FAS PLAN RE EW/SECTION APPR VED 03/1 2023 GENERAL ELECTRICAL NOTES SUBJEC 000DE AND FIELD NSPECTION I) ALL RECEPTS,SWITCHES,LIGHTS,FANS t HEATER L0CATI01,45 13) ALL WIRE 51ZE5 PER 2020 NEC TABLE 310.16 SHOWN ARE FOR REFERENCE ONLY. ACTUAL L0CATI0N5 MAY 14) ALL CIRCUITS THAT SUPPLY RECEPTACLES OUTLETS,LITES VARY SOME DUE TO C0N5TRUCTI0N 0B5TACLE5, EA5E OF AND 5M0KE DETECTORS IN DWELLING UNITS SHALL BE PROCTECTED INSTALLATION,ETC.,50 LONG A5 CODE COMPLIANCE 15 BY CGODO ARC FAULT CIRCUIT INTERRUPTER BREAKER 1N MAINTAINED PER 2020 NEC SECTION 210. PANEL BOX PER 2020 NEC 210.12 (A) PANEL SCFfDIJLE'A' 2J NOT USED I5J ALL EXTERIOR LIGHTS TO HAVE PHOTO DAYLIGHT CONTROL.. w 0 WIRE 517E LOAD# C/B DESCRIPTION WIRE 51ZE LOAD# C/B DESCRIPTION 16.) BOXES FOR CEILING MOUNTED E WALL MOUNTED LUMINAIRES RIO 012C.#I 3OA/2P CLOTHES DRYER(GFCl/AFCI)) #14 CRC.02 15A/IP ENTRY,BA1H5,HALL,DINING,IMITY 3) NOT USED MUST BE DESIGNED FOR THE PURPOSE AND BE CAPABLE OF SUPPORTING LUMINAIRE WEIGHING A MINIMUM OF 50 LB.PER 2020 NEC 314.27(C) GREAT RM.LIGHTS V+FCI) 17) All 125V E 250V, ISA f 20A RECEPTACLES INSTALLED 1N ALL AREAS #10 CIRC.03 3OA/2P #12 CIRC.#4 2OA/IP CLOTHES WASHER (GFCl/AFCU SPECIFIED IN 21052 BE L15TED A5'«4ftW1I t1' fl 'S 4) HEAT TYPE TO BE ZA IN WALL /FX IN CEILING. PER 2020 NEC 406.12 48 CIRC.#5 40A/2P ELEC.RANGE (GFCi) #12 CIRC.06 2OA/IP BATHR00M5(AFCI) 18J KING HEATER TO MEET WSEC. 5J ALL PERMANENTLY CONNECTED APPLIANCES TO BE COMECTED TO A BREAKER LOCK-OUT IN THE ELECTRICAL PANEL. 19) CARBON MONOXIDE ALARMS SHALL BE MSTALLED 0UT5IDE OF EACH #8 CRC.#7 40A/2P 4112 CRC.#8 2OA/IF KITCHEN CTR,REFER(AFCI) SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE SMALL APPLIANCE CIRCUIT 6J ALL G.F.I.KITCHEN COUNTER RECEPTACLES SHALL CONFORM TO 2020 NEC. DED1200M5 IN DWELLING UNITS 2EGARDI.E55 OF GARAGE OR FUEL v FIRED APPLIANCES PER WA.AMENDMENT. 12-11,W CIRC.#9 2OA/IP 'PINNG ROOM PLUGS AFCI 012 CIRC.RIO 2OA/IP KITC-EN COUNTER(AFCI) P4 I-0034ee-5055 ^ APPLIANCE CIRCUIT SMALL APPLIANCE CIRCUIT 7) 150LATED BATHROOM E EXTERIOR GFJ,CIRCUITS TO CARRY NO OTHER 20) AT LEAST 90%OF ALL THE LIGHT FIXTU2E5 MUST BE #14 CIRC.#I I 15A/IP KITCHEN LIGHTS (AFCI) #12 CIRC.012 2OA/IP MICRO CIRCUIT(AFCl/GFCI) L0AD5 PER 2020 NEC 210-52. HIGH EFFICACY FIXTURES PER 2018 WSEC. 8J ALL 5M0KE DETECTOR5 MUST BE WIRED TO 5OUND 51MJLTAN- 21 J RC-CE.55ED LLMINAIRF-5 INSTALLED IN THE BUILDING THERMAL #14 CIRC.013 15A/IP BDRM 2 L E PLUC6(AFCI) #12 CIRC.#14 2OA/IP DISPOSAL(AFCl/GFCI) E0U51-Y PER IRC R314.4. BA5RIENT SMOKE DETECTORS ENVELOPE 54ALL BE TYPE IC-RATED AND CERTIFIED UNDER ASTM Q TO BE WIRED TO MAIN FLOOR 5M0KE DETECTORS WHEN APPLIC. E253 ALL RECE55ED LUMINAIM5 SHALL BE SEALED WITH A GASKET 3 OR CAULK 13ETVEENT OR CALLK BETWEEN THE H0J51MG AND #14 CIRC.#15 15A/IP BDRM I L t PLUGS(AFCI) 0I2 CIRC.4116 2OA/IP 015HWA51HER(AFCl/GFCI) 9) ADD LIGHT TO ILLUMINATE CRO55OVER J430XE5 WITH A THE INTERIOR WALL OR CEILING COVERING. SWITCH AT POINT OF ATTIC ACCE55 PANEL SHALL BE PRO- 22) 15 AND 20 AMP RECEPTACLES IN5TAL1 ED IN WET LOCATION ( I� VIDED PER 2020 NEC 210-70(C), 5HA(L HAVE AN ENCLOSURE THAT WEATHEf2PR00F #10 CIRC.#17 15A/IP ENTRY+HALL PLUGS (AFCI) 012 CIRC.#18 2OA/IP 0UT51DE LIGHT5(AFCl/GFCI)) WHETHER 012 NOT THE ATTACHMENT PLUG CAP 15 INSERTED. ( n 5 10) ALL BATHROOM FANS, SWITCHES,THERM05TAT5 AND RECEP'S. AN OUTLET BOX HOOD INSTALLED FOR TH15 PURP05E SHALL J 9 8 010 ICIRC.#19 3OA/IP MINI SPLIT FUSED P15C0NWCT #14 CIRC.#20 15A/IP SMOKE DETECTORS(AFCI) TO BE INSTALLED PER 2020 NEC. BE L15TED AND SHALL BE IDOJTiFIED A5 'EXTRA DUTY' PER I IJ CRAWL SPACE ACCE55� SAME RULES APPLY A5 NOTE #9. 2020 NEC 406.95X1). #12 CIRC.#21 20A/2P HEATER CIRUIT#I (AFCU #14 CIRC.#22 ISA/IP EXTERIOR GFCI PROTECTION IRE0 12ED FOR ALL RECEPTACLES AND 23) WATER HEATER PRE55URE RELIEF VALVE PIPING MUST TERMINATE LIGHTING OUTLETS IN CRAWL SPACE TO IE l EXTERIOR OF THE BUILDING PER UPC 6085 SEISMIC STRAPS REQUIRED PER UPC 507.2 v ) #12 CIRC. 1123 2OA/2P JCIRC.#24 - NOT USED 12) EXHAUST VENTILATION _ A. KITCHEN FAN - 200 CFM .IWG. 243 ALL NON-LOCKING TYPE 125 E 250 VOLT, IS AND 20 AMP B. WHOLF H0U5E FAN BO CFM •ING. BROAN QT280 RECEPTACLES SPECIFIED IN 21053 SHALL BE CAMPER RESISTANT qq NEC422.31B #l0 CIRC.it 3OA/2P WA11R HEATER(GFCI) 1412 CIRC.426 2OA/21) RECEPTACLES. THIS REQUIREMMENT INCL(AE5 INTERIOR AND FY Breaker lock C. BATH IFAN - 50 CFTH .IWG. GROAN 1688E EXTERIOR RECEPTACLES. out device D. BATH 2 FAN - 50 CFM JHG.GROAN 1658E #10 CIRC.427 3OA/IP 012 CIRC.425 2OA/2P kl-- Pf�H 5T 200 AMP INDOOR ELECTRICAL PANEL RATED 120/240 - BJG.v+�. 51 VOLT SING FOUR WIRE - 4 1>c sT #12 CIRC.#29 2OA/2P HEATER CIRUIT#2 (AFCI) RIO CIRC.#30 30A/2P ST PANEL w/' 2 POLE I L OWZ LC SLCNtt 51 #12 CIRC.#31 2OA/2P #10 CIRC.#32 30A/2P Lit I r&v� 51 200 AMP SURFACE MOUNT PAINTIGHT _ METER BASF RA& I20 2240 DIS - - 200A SINGLE PHASE 0 PANEL SCHEDULE NOTES 200A I. WIRE SIZE 1-15TED 15 THE MINIMUM REQUIREMENT. 2. ALL WIRE TYPE TO BE COPPER. 200A NEC 702.5 Mechanical Interlock 3. GFCI-GFCI CIRCUIT BREAKER 200A See listed installation instructions Psw live+ AFCI -AFCI CIRCUIT BREAKER included in this plan set. o um.PBM GFCl/AFCt•C --I/Ar-CE CIRCUIT BREAKER Style WINi)i20P -- . TYPE 2 5PD 5q.Feel L040 _ SURGE PROTECTOR 2-1/2' PVC SCH. 40 1215ER PIPE - �k.b*- 2 Drop Dy 5T UNDERGROUND SECONDARY POWER TO BE PROVIDED BY THE POWER COMPANY. Dal. 09/11/22 120/240 VOLT, SINGLE PHASE, 3-WIRE- _ -- __—�i %--- w/ (2)C4/0 AWG/R)4^! 17 sf°I` A5 NMI? AND(1) 2/0 AWG/RHW w/ --#6 DARE COPPER WIRE TO #4 COPPER WIRE GROUND 7133 GROUND RODS 44 BARE COPPER WIRE xew. TIFCTRRE D OPTION D - STANDARD HOUSE F.I�CTRODE'(cEFa ELECTRICAL P 15ER DIAGRAM SST NO. w/ METER D15CONNECT E2 Page 28 of 74 Expires 6/30/2023