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APPROVED ENG PLN BLD RESUB1 BLD2024-0197+SITE & Architectural_Plan+4.22.2024_3.09.53_PM+4211635Property Information Project Type: NEW ACCESSORY STRUCTURE Owners: Eric and Staci Bixler Site Address: 23629 102nd Place West Edmonds WA 98020 City of Edmonds Project Number: BLD2024-0197 Legal Description: CEDAR GLEN DIV 2 BLK 000 D-00 - LOT 15 TGW BEG SE COR LOT 16 TH W ALGS LN SD LOT TO SW COR TH N ALG W LN SD LOT FOR 3 FT TH IN STRT LN TO POB Assessor Parcel Number: 00405800001500 Zoning: RS-8 Setbacks: Side 7'-6", Rear 5'-0", Front 25'-0" Building Height: 15'-0" Lot Area: 8,245.5 sq ft Allowable Coverage for structures (35% of Lot Area): 2,885.925 sq ft Attached garage 240sf 1559 sf Existing house , s ft Existing Covered Entry Porch 12 sq ft NEW Art Studio 280 sq ft Existing Shed 60 sq ft Existing Chicken Coop 36 sq ft Total Lot Coverage: 2,465 sq ft 2,� sq ft< 2,885.925 sq ft 2187 sf Total Lot Coverage: 2,4,245.5 sq ft = 29. °o Zone RS-8 Corner Setbacks: Required Front Sides N= 7.5' Rear 5' Other Height I Rear Shed addition only O �O CD Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. Site Plan SCALE:1/8" = V-0" Flag L. Actual N= 8.3' 5.5' IRirIM w DATUM POINT: STORM DRAIN [ GRATE 1. +100' Project Team HOUSECALL Architecture PLLC 7352 NE 145th Place Kenmore WA 98028 Phone: 408.666.8544 E-mail: Chris@housecallarchitecture.com Contact: Christopher Clayton , Architect The Original Mini Barns 6303 212th St SW, Ste D, Lynnwood, WA 98036 Phone: 425-398-0566 E-mail: tony@theoriginalminibarns.com Contact: Tony Curran Gross Floor Area (Existing House) Lower Level 1,559 sq ft Upper Level 518 sq ft Total Square Footage 2,077 sq ft - Does not include 240 sq ft attached garage. Gross Floor Area (Proposed Accessory Structure) New Art Studio 280 sq ft Total AGLA Proposed: 2,357 sq ft General Notes 1. All work shall conform to all applicable codes and ordinances 2. Do not scale drawings: use calculated dimensions only. Verify existing "as -built" dimensions as req'd. All dimensions are to face of stud unless noted otherwise. 3. Verify all rough -in dimensions and locations for equipment, fixtures etc. Provide all blocking, buck -outs, backing and jacks required for installation. 4. All wood in contact with concrete to be pressure treated. 5. All flashing to be galvanized, galvalume or factory finish to be approved by architect and owner. 6. Contractor shall verify all existing conditions prior to initiating any portion of the work. 7. Provide all protection, shoring and bracing as required by site conditions in order to maintain a safe job site and protect components to remain. 8. Stair and guardrail openings to be less than 4". 9. Tight line all affected drainage to approved drainage system. 10. All framing to be properly caulked, sealed, gasketed or otherwise treated to minimize air infiltration prior to sheathing and finishing. 11. All (new) smoke detectors to be hardwired to home's electrical system. 12. If subsurface water is encountered at any point, contact the owner's geotechnical engineer for recommendations before proceeding. Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance APPROVED BY PLANNING of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which MAINTAIN A is outside the scope of the permit application, regardless CA11�_40_�MINIMUM OF 3' of whether such building, structure or condition is May 06 2024 HORIZONTAL shown on the site plan or drawing. Such building, SEPARATION. structure or condition may be the subject of a separate enforcement action. I DENOTES 173 Sq Ft PORTION OF LOT 16 ATTRIBUTED Applicable Codes - 2018 IRC with Edmonds amendments - 2018 International Mechanical Code (IMC) - 2018 Uniform Plumbing Code (UPC) w/ Appendices A,B, and I - 2018 International Fire Code (IFC) - 2018 International Fuel Gas Code - 2018 Washington State Energy Code (WSEC) - 2020 National Electrical Code (NEC) Energy Compliance path: prescriptive, 2018 WSEC Energy Code. Requirements applicable to this project: Vertical glazing: U .30 minimum Exterior wall: R-21 minimum Ceiling: R-49 minimum; R-38 single rafter (Insulation must cover top plate) Floors R-30 minimum Ventilation Ventilation shall comply with 2018 IMC. Ventilation to be design build and consist of source specific exhaust fans, supply of outdoor fresh air intake to all habitable rooms through outdoor air inlets &/or mechanical air exchanger system, such as an HRV unit. All details to be design build and permitted by the mechanical subcontractor. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. the TM tom Bu��t Sreds Gus Sheet Index A001 Cover Sheet and Site Plan A002 Stormwater Pollution Prevention Measures A003 WSEC / Heating Information 1 A101 Proposed P iews A201 Exterior Elevations A301 Building Sections A501 Details E001 Main Level Electrical Plan E002 Mini Split Specifications 0 S001 Structural Plans S002 TimberLOK Screw Technical Evaluation Report ENGINEERING DIVISION APPROVED AS NOTED 05/10/2024 NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS 1I W � TO THIS APN PER LEGAL �� I SITE AREA: /Ty L� _ DESCRIPTION. 6.1 I 8,245.5 Sq Ft (E) U-0" HIGH WOOD FENCE 1 (0.19 Acre) RFFT�� _�---------- - _-___-_--- - ==Includes area from Lot16== N 89° 40' 47" W 115.32' HEIGHT CALCULATION: 06 �' (E) Crawl CD CO 5.482' A: +102' Access y p� B: +101' - I - - � _ _ O "� I X 7'-6" Side Yard BSBL _ 0�, 2 .�G C: +104' ' (E) ASPHALT \�� I I UI lect_ricaIto tudio,r-_ _ - - - D: +102' _ I I ' Total:409 DRIVEWAY AvgGrade = 409/4 = 102.25' i Slopes (E) Attached r I Approx. 5° �� Garage (240 Sq Ft) I W C I z I I Proposed Art Studio: 115.25' a I Max Allowable = 117.25' �I ► I I I I II j I I N PROPOSED I IMPERVIOUS AREA: _ _ _ _ I ART TUD{O z (E) House + Garage: 1799.00 Sq Ft � - _ J I I ELECTRICAL I I I W (E) Shed: 60.00 Sq Ft W L O I ' a o a o w L r` �utllne of ---- --- DN I o (E) Chicken Coop: 36.00 Sq Ft O ,o 0 ova (E) 2nd Floor I I O CN Z1-o o�Qo 1° a �Q W W Q W �I g (E) MULTI -STEM CEDAR -\ z ° O � U o Front y rd Lu N (E) L WN 1 (E) ALLAN BLOCK WALL N (18" HIGH) z W (E) MULTI -STEM TREE 7SF I\ e I I I °o (E) Driveway: 314.75 Sq Ft (E) COANCORETE (E) Conic Walk: 89.25 Sq Ft I I 0 (E) Conc Patio: 253.25 Sq Ft i = Proposed Art Studio: 280.00 Sq Ft IL o I I I I I I I I I I I I I I I I X J r�oX'� w (E) SINGLE FAMILY �� I I o 2832.25 Sq Ft RESIDENCE 11 1 1 1 1 1 Rear yard I (34.3% of Lot) 1st Floor:1559 Sq Ft I I I I I I I I I I I III (E) LAWN si 2nd Floor: 518 Sq Ft S m I E I Total: 2077 Sq Ft I I 1 1 1 1 1 1, I -_- I �I T O (- SURFACE WATER RUNOFF + 240 Sq Ft Attached Garage I I I I I I I I I I I I I I M° CDFROM THE STUDIO SHALL I I I 1 1 1 1 1 1 1 1 1 1 I,j „ / �I a) I I I I j I I I I I I l I I I °' b NO WORK PROPOSED ' NOT NEGATIVELY IMPACT Cj S Sewer Line ? rt6, Clean -Out I `r'IQ I NEIGHBORING (E) OPEN / N I PROPERTIES OR THE CITY PERGOLA (E) 9x12 RAISED I I RIGHT-OF-WAY. SS GARDEN i 0 O M I Z U) 2 I Connect to SS / -O � I w (E) House Sewer Line. (E) Crawl p ,_Access 3' of00 I Lo I � (E) 8" HOLLY _J W 7'-6"Side Yard BSBL _ I - TREE Q z 0 (E) 6x6 I ' CHICKEN (E) 6x10 SHE W D coop N 89° 40' 47" W 115.33' (E) 6'-0" HIGH WOOD FENCE oo CIO ' I 0 4' 8' 16' City Of Edmonds Building Department Work ACCESSORY STRUCTURE- ART STUDIO Address 23629 102ND PL W Owner -------------------------- _ BAXTER Approved Date 5/06/2024 ------------------------------------A/-�--�---- Building Official p77��[L ----------- --------- Permit Number BLD2024-0197 _ OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES A O v Robters Rcost Rd APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ---------------------------------------------- A separate plumbing permit is required for this project. Please obtain a plumbing permit from the ;City of Edmonds ---------------------------------------------; / Q 236th PI SW Tennis Courts F Hickman Park • a Q0 231th PI SW 2381h St SW 238th St SW Faith Community Church Q Edmonds Heights K-12 0 O A n•rnr^�,•r�,,, 0 North Vicinity Map not to scale HOUSE E A L L ARCHITECTURE Christopher Clayton , Architect 7352 NE 145th Place Kenmore, WA 98028 408.666.8544 www.housecallarchitecture.com 12450 FREGE,� STATE OF WASHINGTON Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © 2024 - HOUSECALL Architecture PLLC Project Number: 202307 APN: 20230700405800001500 0 W CD "co coo � V CT� Cn ca Q � d CM Cn C LU cm C v O cla W a N � L� CO W Z CV RESUB Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUED: Permit Application 1/31/2024 1 Plan Check Revisions 4.2024 Cover Sheet and Site Plan A001 Drawn By: CEC Printed: 4/22/24 n �`� 114A t G O TM B`,:`t Sreds Gust�� MINI Stormwater Pollution Prevention Measures: ** This project is not large enough to require a CSWPP, but will comply with applicable BMPs from the Thirteen Points of Stormwater Management. 1. Preserve Vegetation and Mark Clearing: Site is already cleared and developed. 2. Establish Construction Access: Site is too small for large vehicle access. The shed will be delivered by flat panel truck, and portions will be hand -carried to the backyard through side gate. 3. Control Flow Rates: this project includes no grading. 4. Install Sediment Controls: this project includes no grading. 5. Stabilize Soils: this project includes no grading. 6. Protect Slopes: this site has no slopes to protect. 7. Protect Drain Inlets: There is a storm drain inlet in front of the property. A filter sock can be provided to prevent any site debris from washing into the storm drain, but the delivery truck should only be present for a few hours. 8. Stabliize Channels & Outlets: This site has no channels or outlets to stabilize. 9. Control Pollutants: There will be no onsite pollutants during shed installation. The shed will be mostly pre -assembled and pre -painted in the Original Mini Barns workshop. Only erection and fastening will be done on site. Insulation and Finish Work will be performed by the Owner on their own schedule, as such the Owner will be responsible for controlling these materials. 10. Control De -watering: There is no excavation proposed outside of trenching for utility lines. 11. Maintain BMPs 12. Manage Project 13. Protect LID BMPs: the site contains no Low Impact Development BMPs, and none are proposed by this scope of work. HOUSE I A L L ARCHITECTURE Christopher Clayton , Architect 7352 NE 145th Place Kenmore, WA 98028 408.666.8544 www.housecallarchitecture.com 12450 REGISTERED F 1 r V Cf "s`CiN STATE OF WMING M Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © 2024 - HOUSECALL Architecture PLLC Project Number: 202307 APN: 20230700405800001500 0 W ZD (All I.— CDco o CD o� POEM`r' `° Q ::,.- acr CM � Cn c vs W cm a v O cla W a N � L� CO W Z CV m DOC RESUB Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUED: Permit Application 1/31/2024 Plan Check Revisions 4.2024 Stormwater Pollution Prevention A002 Drawn By: CEC Printed: 4/22/24 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Version 1.0 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 Bixler Art Studio customized Pre-fab accessory struct. HOUSECALL ARCHITECTURE PLLC 23629 102nd Place W, Edmonds, WA 7352 NE 145th Place, Kenmore, WA 98028 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. Digitally signed by Christopher Clayton Authorized Representative Christopher Clayton Date: 2024.04.2211:56:39.07�00 Date 04/22/2024 All Climate Zones (Table R402.1.1) R-Value a U-Factora Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC bje n/a n/a Ceiling a 49 0.026 Wood Frame Wall g•h 21 int 0.056 Floor 30 0.029 Below Grade Wall c,h 10/15/21 int + TB 0.042 Slab d,f R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. The fenestration U-factor column excludes skylights. b "10/15/21 +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 g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path - Single Family 2018 Washington State Energy Code-R WSEC Compliance Form 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits to achieve the following minimum number of ( gY ) g credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Credits - select ONE Options Fuel Normalization Descriptions heating option User Notes 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 Energy Credit Option Descriptions MfMI7ooONIM00l]??®0M Efficient Building Envelope Efficient Building Envelope Efficient Building Envelope -1.0 ❑ Energy Options p Credits - select ONE energy option from each category 0.5 ❑ 1.0 ❑ 1.1 1.2 1.3 0.5 ❑ 1.4 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope El 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 ❑ 2.4 Air Leakage Control and Efficient Ventilation Li 2.0 ❑ 3. la 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 ❑ PIONEER WYS012AMF120R 3.5 High Efficiency HVAC 1.5 3.6a 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 the TM B`,:`t Sr'eds Gust�� 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table Energy Credit Option Descriptions (cont.) Efficient Water Heating Efficient Water Heating Efficient Water Heating Efficient Water Heating R406.2 (cont.) Energy Options Credits - select ONE energy option from each ca egory d 5.1d 0.5 E 5.2 0.5 ❑ 5.3 1.0 ❑ 5.4 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6.1e Renewable Electric Energy (3 credits max) 1.0 Q 7.1 IAooliance P Total Credits 0.5 User Notes Total Clear Form 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. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path - Single Family 2018 Washington State Energy Code-R H 0 U 6 E I A L L ARCHITECTURE Christopher Clayton , Architect 7352 NE 145th Place Kenmore, WA 98028 408.666.8544 www.housecaIlarchitecture.com 12460 REGISTERED i v �CiF`s'CJN STATE OF WASHINGTON Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © 2024 - HOUSECALL Architecture PLLC Project Number: 202307 APN: 20230700405800001500 0 W a--� CD "co coH V CT� Cn OPOEM Q ::I- d cm CCn LU O a v O MENALLU CO W Z CV RESUB Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUED: Permit Application 1/31/2024 1 Plan Check Revisions 4.2024 WSEC and Heating Calculations PL00103 1 Drawn By: CEC 7Pn the TM Bviit Sheds 2'-0" — I I I I 3:12 METAL ROOFING: NU -RAY METALS I NRM-4500 PANELS IN CHARCOAL GREY INSTALL o/ TRI BUILT SYNTHETIC -HYBRID UNDERLAYMENT I o/ 1/2" PLYWD ROOF SHEATHING. USE WOOD -TYPE SCREWS I ON 24" CENTERS. I I o Roof SCALE:1/4" = 1'-0" im 5" Galy Mtl Box Gutter, Paint out �to match Fascia and Trim. 0 2' 4' 8' I — - — - — - — - — - — - — - — - — - — - — - — - — - ----------- ------ ----i 1 3 4 A301 A301 A201 I 3' x 3' 7'-6" Pre-Mnf ; 3'-9" Corner Shower w/ —Clr Temp Glass Cabin _L I --------1— -- -- I QI I I o l built in workbench _ N 0 I 6' -8 5/8" I v a , Bat orr� II I * Contractor to 0r2 p I �' 38.15 sq ftli °' provide rigid foam 2 Fz- FLR: Vinyl �, insulation filling all CLG:88.0F' cavities under floor prior to shed installation. - 4 Osmoke+co I --- A301 -- ----------------�- - 1 --------+- -- ------ * Owngr to complete 7x6dtud-/Valt---- --I-�---- I interior wall and ceiling I finisheIS on their own I o I schedule. 0 I o Art Studio `- A201 001 I 1 209.41 sq ft I= DN 00 (2) R I FLR: Luxury Vinyl Plank (Owner to Provide) sloped clg) c I (D 9 I MAX Custom Door from I ' o I "Then Door Store," Owner to Providejt� I 2 I I --- A301 -- -- --- 2-- ----- ----- -- - I 2x6 Wd Stud Wall U I 4' x 8' 4'-0' O i i w/ R-21 Batt Insulation o , _ I Pressure "r Treated Wood I i i mini s T-It I Landing "r'Y rrIY '�v'r'r5 I --- I-------------- IJ ---- — 47 I I I 4'-5 5I " ' 9'-6 3/8" I I I 3 2 A301 A201 I I I 1 A301 Main Level A102) SCALE: 1/4" = 1'-0" I I I 4 A301 I 3 I A201 I I 2 A301 I I I I I I I I I HOUSE E A L L ARCHITECTURE Christopher Clayton , Architect 7352 NE 145th Place Kenmore, WA 98028 408.666.8544 www.housecallarchitecture.com 12450 REGWERm v G�lO�t�t®MMIiD i0N STATE OF WASHII Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © 2024 - HOLISECALL Architecture PLLC Project Number: 202307 APN: 20230700405800001500 0 LU , O N OHO UIII v C" a CCn C N W O C C3 O IlLA Q N -0 M W Z RESUB Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUED: Permit Application 1/31/2024 1 Plan Check Revisions 4.2024 Proposed Plan Views Al 02 Drawn By: CEC Printed: 4/22/24 bZ/ZZ/b :Paluud 030 :Aq uMead �Ozv Suoi}enaIE] aoiaa}xE] t,ZOZ--V SuoiSIAGH �,P@qo Ueld t,ZOZ/tc/� uolleollddy}luaaad :a3nssi 1N3lNDJVd30 S301AN3S 1N3Md0I3n30 SCINOWO3 AO AlIO tZOZ ZZ AV snS3U N z � m a N � A 3 to a � o cC" cn Q o CD cn co CD c co C13 e5 coo ch c C m 0 v 00sL000089DOOLOCZ03 :NdV LO£ZOZ :jagwnN loaf oJd 0-nd ain}oa}lyojy �W03SnOH - VZOZ O }oofoid all y;Inn uoiloauuoo ul sweiboid pue suol;neoeid Ajejes aol ao 'sainpeowd jo 'seouenbas 'senblugoel 'spoglaw 'sueow uol}ona}suoo aoj alglsuodsaa aq jou Illnn;oallyoay aql ,a;ls qof all ;e suolsuawlp bul;elaaaoo pue 6ulwn}uoo aol alglsuodsaa sl aoloea}uo0 leaaua0 aq I ;oa}IyojV ay; o; uogesuedwoo apidadde pue 6ul}lann ul }uawaai6e Aq }deoxe 's}oafoid aaglo ao 'loofoid aqj }o suolsuaIxa uo pasn aq o;;ou aae Aa41 -;oallyoaV ay;;o Aliedoid eqj ulewaa llegS pue We aolnJas;O sluawna}sul se suoljeoljloadS pue sbulnneaa NOiONIHSVM d0 RLYIS NQ'r�1 @MNI®�1eIQ1�N OM woo•ejn}oa}lyoaepeoasnoq-mm n b1798'999'80ti 8ZO96 VM 'aaOwuE)N aoeld 4l9b6 3N Z9£L loall4ojV' uojAe10 aaydo}slay0 I V 3 3 9 no H- „0-3 = .,t,4:EPVOS u01lena13 IsaM .8 ,v ,z 0 „0-, [ = A, 6 :EPVOS y oJ,s .r.� sp Wl INIW .. • by11 1 - u01lena13 ulnoS ..0-3 = J16 :3WOS UOIJeAa13 Ise3 ,8 .b Z 0 }uan wooayle8 UOIJeAGG ulaoN bZ/ZZ/b :Paluud 030 :Aq uMead �Ocv suoi}oas t,ZOZ'-V suOISIAGH �,P@qo Ueld t,ZOZ/tc/� uolleoilddy}luaaad :a3nssl 1N3lNDJVd30 S301AN3S 1N3Md0I3n30 SCINOWO3 AO AlIO tZOZ ZZ AV snS3U N Z M a N � A 3 to a � o cC" cn Q o CD cn co CD c 00 C13 co CD C ch m 0 v 00sL000089DOOLOCZ03 :NdV LO£ZOZ :jagwnN loaf oJd 0-nd aanloalllojy �W03snOH - VZOZ OO -loofoid all l;Inn uolloauuoo ul sweiboad pue suollneoeid Ajejes aol ao 'sainpeowd jo 'seouenbas 'senbluloel 'spollaw 'sueow uollonalsuoo aol alglsuodsaa aq lou Illnn loallloay all ,ails qof all le suolsuawlp bullelaaaoo pue 6ulwnluoo aol alglsuodsaa sl ioloeiluo0 leaaua0 all 'loallloay all of uogesuedwoo aleudadde pue 6ulllann ul luawaai6e Aq ldeoxe 'sloafoid aallo ao 'loofoid all to suolsualxa uo pasn aq of lou aae Aall -loallloay all to Aliedoid all ulewaa llels pue We aolnJas to sluawnalsul se suolleollloadg pue sbulnneaa NOiONIHSVM d0 RLYIS NQ'r�1 @MNI®>�1eIQ1�N 1,�117�1 I m o�L woo•ejnloallloaelleoasnoq-mmm b1798'999'80ti 8ZO96 VM 'aaOwuE)N aoeld 4l9b6 3N Z9£L loallloay' uolAel0 aagdolSlagO 3unimilHOHY I I V 3 L39RUNI „0-3 = ,.V4 •E]]das aoiaajul IsaM - uoijoaS buiplin8 -6ulpls golew of paluled bulysel=l I}W AIeJ 4lIM loaload 'gelS 10 aalawuad -- -- punoae uollelnsul i weod p ol?j 0 62i v V V V v 'en III 9 io - -- — — — — — -- — — -- — — gels aapun uollelnsul leualeua ys!u!i Ilene weod p102i mi (aaunnp aad) aoualu! llelsul pue apinoad of aaunnp - -4 ae NIL ,uanualuin t Z2i -leualew usluli uol l I II a nsul enn -polelnsul aq lsnW sapH xt, Ou!I!ao llelsul pue aoualxa llelsul pue apinoad of aaunnp apinoad of aaunnp -uanualuin 8£2i uollelnsul ;ooi llelsul pue apinoad of aaunnp „o-, t= „t4 :3leas s v Z o aoiaalul ulaoN - uoiloaS buippn8 spa`�S Wl 1va3 1 - „0-3 = ,.V4 •ElTdos aoiaalul Isa3 - uoijoaS buippn8 „0-, G = „V4 :3leas aoiaajul ulnoS - uoijoaS buippn8 )o IW I NU -RAY METALS LSSR26 O.A.E. NRM 4500 PANEL ROOFING o/ TRI-BUILT SYNTHETIC -HYBRID RID o/ 15/32" CDX PLYWD SHEATHING 2x6 RAFTER GALV MTL DRIP— I EDGE AND BOX 12--------- RUN WALL FLASHING GUTTER, PAINT 3F__ OVER ROOF FLASHING TO MATCH FASCIA (3) 8ds per 4 A501 Awning Roof SCALE:1" = 1'-01, A34 EA. SIDE O.A.E. N N A 2x12 DF#1 LEDGER, ATTACH TO WALL w/ STAGGERED 16d NAILS R21 INSULATION REQUIRED (OWNER TO PROVIDE AND INSTALL) OWNER WILL PROVIDE AND INSTALL INTERIOR FINISH MATERIAL FOR WALLS AND CEILING. 0 6" 1' 2' MAINTAIN 1" AIR GAP BTW INSULATION AND ROOF SHEATHING Z� 'I " "I " - rAND ION PROVIDE ) INSULATION D OVER 6" TIMBERLOK SCREW INSTALLED PER MNF SPECS @ 22.5 DEGREES FROM VERTICAL. ONE PER RAFTER. R21 INSULATION REQUIRED (OWNER TO PROVIDE AND INSTALL) OW R V)GiL`t_PRoVibE INSTALL INTERIOR FINISH MATERIAL FOR WALLS AND CEILING. Eave (Downslope SCALE:1" = 1'-01, NU -RAY METALS NRM 4500 PANEL ROOFING o/ TRI-BUILT SYNTHETIC -HYBRID UNDERLAYMENT o/ 15/32" CDX PLYWD SHEATHING GALV MTL DRIP EDGE,> PAINT OUT TO MATCH FASCIA = 24" 1x T&G SOFFIT w/ 2" STRIP VENT EXTERIOR WALL ASSEMBLY: JAMES HARDIE LAP SIDING (7" EXPOSURE) o/ TYVEK VB OR APPROVED EQUAL o/ 15/32" THK CDX PLYWOOD WALL SHEATHING ON 2x4 WD STUDS @ 24" O.C. Eave (Upslope SCALE:1" = 1'-01, EXTERIOR WALL ASSEMBLY: JAMES HARDIE LAP SIDING - (7" EXPOSURE) o/ TYVEK VB OR APPROVED EQUAL o/ 15/32" THK CDX PLYWOOD WALL SHEATHING ON 2x4 WD STUDS @ 24" O.C. R-21 MIN INSULATION REQUIRED. OWNER TO PROVIDE AND INSTALL. OWNER TO PROVIDE & -- INSTALL INTERIOR FINISH. RIGID FOAM INSULATION ROTECT w/ GALV MTL LASHING (PAINTED TO MATCH SIDING). A Sill / Foundation SCALE:1" = 1'-01, NU -RAY METALS NRM 4500 PANEL ROOFING o/ TRI BUILT SYNTHETIC - HYBRID UNDERLAY RfT --_ o/ 15/32" C X PLY SHEATHING RAFTERS 4 @� @ 16" O.C. 12 EDGE NAIL __]3 11 DRIP EDGE, PAINT OUT TO MATCH FASCIA GALV MTL BOX GUTTER, PAINT TO MATCH FASCIA 1x T&G SOFFIT w/ 2" STRIP VENT 12" �l EXTERIOR WALL ASSEMBLY: JAMES HARDIE LAP SIDING (7" EXPOSURE) o/ TYVEK VB OR APPROVED EQUAL o/ 15/32" THK CDX PLYWOOD WALL SHEATHING ON 2x4 WD STUDS @ 24" O.C. 0 6" 1' 2' 2& NU -RAY METALS LSSR26 O.A.E. NRM 4500 PANEL ROOFING o/ TRI-BUILT SYNTHETIC -HYBRID RID o/ 15/32" CDX PLYWD SHEATHING 2x6 RAFTER GALV MTL DRIP— I EDGE AND BOX 12--------- RUN WALL FLASHING GUTTER, PAINT 3F__ OVER ROOF FLASHING TO MATCH FASCIA (3) 8ds per 4 A501 Awning Roof SCALE:1" = 1'-01, A34 EA. SIDE O.A.E. N N A 2x12 DF#1 LEDGER, ATTACH TO WALL w/ STAGGERED 16d NAILS R21 INSULATION REQUIRED (OWNER TO PROVIDE AND INSTALL) OWNER WILL PROVIDE AND INSTALL INTERIOR FINISH MATERIAL FOR WALLS AND CEILING. 0 6" 1' 2' MAINTAIN 1" AIR GAP BTW INSULATION AND ROOF SHEATHING Z� 'I " "I " - rAND ION PROVIDE ) INSULATION D OVER 6" TIMBERLOK SCREW INSTALLED PER MNF SPECS @ 22.5 DEGREES FROM VERTICAL. ONE PER RAFTER. R21 INSULATION REQUIRED (OWNER TO PROVIDE AND INSTALL) OW R V)GiL`t_PRoVibE INSTALL INTERIOR FINISH MATERIAL FOR WALLS AND CEILING. Eave (Downslope SCALE:1" = 1'-01, NU -RAY METALS NRM 4500 PANEL ROOFING o/ TRI-BUILT SYNTHETIC -HYBRID UNDERLAYMENT o/ 15/32" CDX PLYWD SHEATHING GALV MTL DRIP EDGE,> PAINT OUT TO MATCH FASCIA = 24" 1x T&G SOFFIT w/ 2" STRIP VENT EXTERIOR WALL ASSEMBLY: JAMES HARDIE LAP SIDING (7" EXPOSURE) o/ TYVEK VB OR APPROVED EQUAL o/ 15/32" THK CDX PLYWOOD WALL SHEATHING ON 2x4 WD STUDS @ 24" O.C. Eave (Upslope SCALE:1" = 1'-01, EXTERIOR WALL ASSEMBLY: JAMES HARDIE LAP SIDING - (7" EXPOSURE) o/ TYVEK VB OR APPROVED EQUAL o/ 15/32" THK CDX PLYWOOD WALL SHEATHING ON 2x4 WD STUDS @ 24" O.C. R-21 MIN INSULATION REQUIRED. OWNER TO PROVIDE AND INSTALL. OWNER TO PROVIDE & -- INSTALL INTERIOR FINISH. RIGID FOAM INSULATION ROTECT w/ GALV MTL LASHING (PAINTED TO MATCH SIDING). A Sill / Foundation SCALE:1" = 1'-01, NU -RAY METALS NRM 4500 PANEL ROOFING o/ TRI BUILT SYNTHETIC - HYBRID UNDERLAY RfT --_ o/ 15/32" C X PLY SHEATHING RAFTERS 4 @� @ 16" O.C. 12 EDGE NAIL __]3 11 DRIP EDGE, PAINT OUT TO MATCH FASCIA GALV MTL BOX GUTTER, PAINT TO MATCH FASCIA 1x T&G SOFFIT w/ 2" STRIP VENT 12" �l EXTERIOR WALL ASSEMBLY: JAMES HARDIE LAP SIDING (7" EXPOSURE) o/ TYVEK VB OR APPROVED EQUAL o/ 15/32" THK CDX PLYWOOD WALL SHEATHING ON 2x4 WD STUDS @ 24" O.C. 0 6" 1' 2' 2& 2x8 RAFTERS 16" 7EDG7ENI • INSULATION REQUIRED. L (OWNER12F • PROVIDE AND INSTALL) • MUST EXTEND • VER •- .■■■■■■■■IIINONE■..■..■ ....................MAINTAIN .................... 1" r ............... AIR GAP 6" TIMBERLOK SCREW INSTALLED PER MNF SPECS @ 2�.5DEGREES FROM V� TICAL. _ PER RAFTER. R21 INSULATION REQUIRED (OWNER TO PROVIDE AND INSTALL) OR\\WFLL PROVIDE AND INSTALL INTERIOR FINISH MATERIAL FOR WALLS AND CEILING. 0 6" 1' 2' OWNER TO PROVIDE & INSTALL LUXURY VINYL PLANK 4" THK REINF. CONC SLAB w/ #4's @ 16" O.C. E.W. j\� - mom ■o OEM mom ■o 'MEN mom mom ,mo00. :on - iONE imom ii 1-0 �\\\ THICKENED EDGE w/ (2) #4 TOP, (2) #4 BTM 0 6" 1' 2' HOUSE E A L L ARCHITECTURE Christopher Clayton , Architect 7352 NE 145th Place Kenmore, WA 98028 408.666.8544 www.housecallarchitecture.com �12450 REMERE,� v G:i�t10�F�t®MMIiD i0N STATE OF WASHINSTON Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © 2024 - HOUSECALL Architecture PLLC Project Number: 202307 APN: 20230700405800001500 0 W , N N CIO un C" Cif M Q d Cn CCn N -0 Lid O C Ca 0 Ca W Q N E CO M W Z RESUB Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUED: Permit Application 1/31/2024 A: -Plan Check Revisions 4.2024 Details A501 Drawn By: CEC Printed: 4/22/24 I FOR REFERENCE ONLY 2 E001 Bathroom Ceiling Area SCALE:1/4" = V-0" Main Level SCALE:1/4" = V-0" F Vent thru clg and out thru Quad Outlet Vent thru clg and out thru wall 4-Gallon Electric Point -of -Use Hot Water r,_Wall Fixture Heater below sink. BOSCH Tronic-3000T. 120V GFCI power req'd. L GFCI JGFI A t I � I v I TIMER Plumbing Vent A A I I I \I B � I I � I � I I i i a' Pa I z I-_ Below Window Below Window L Leo TM g�iit eds Duplex Outlet on East Wall near Clg 0 2' 4' 8' WEN Clg-Hung Air Filter w/ remote control. 31 Ibis DL. 110V Outlet Rea'd. PIONEER WYS01 2AMF120RL-1 0 MiniSplit Condenser 1 Q 20 Amp Breaker req'd. j PIONEER WYS012AMF120RL-10 —MiniSplitAC / Heat Pump Air Handler (Wall -Mount) 0 2' 4' 8' HOUSE E A L L ARCHITECTURE Christopher Clayton , Architect 7352 NE 145th Place Kenmore, WA 98028 408.666.8544 www.housecallarchitecture.com 12450 REGWERm v G�lO�F�t®MMIiD i0N STATE OF WASHINSTON Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © 2024 - HOUSECALL Architecture PLLC Project Number: 202307 APN: 20230700405800001500 0 Lu , CDN = CID U II v C" � cn M Q d Cn C N W O C v O LLA Q N -0 �1 co W Z N RESUB Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUED: Permit Application 1/31/2024 ,L Plan Check Revisions 4.2024 Electrical Main Level Plan E001 Drawn By: CEC Printed: 4/22/24 FOR REFERENCE ONLY U.S. Government Federal law prohibits removal of this label before consumer purchase. EFIER UIDE Heat Pump PIONEER Cooling and Heating Model YNO12AMF120RPD Split System Cooling Efficiency Rating (SEER)* I 1 1 1 I 14.0 30.5 Least Efficient Most Efficient Range of Similar Models Seasonal Energy Efficiency Ratio Heating Efficiency Rating (HSPF)* 10000 10080 I 1 1 1 I 8.2 13.5 Least Efficient Most Efficient Range of Similar Models * Heating Seasonal Performance Factor EnergyGuide Label r--� This system's efficiency ratings depend on the coil your contractor installs with this unit The heating �fficlency rating vanes slightly in Verent geographic regions Ask your contractor for details For energy cost info, visit prod uctinfo.energy.gov n �`� 114A t G O TM B`,:`t Sr'eds Gust�� MINI ® WYS-20 I AIR CONDITIONING & HEAT PUMP SYSTEMS SINGLE ZONE SERIES jJ-11�dJ i J l J AJ i �) 1')J �J II Pioneer Mini Split Brochure PIfNEER 0111. THIS COLUMN ONLY INVERTER MODEL SERIES WYS SERIES, Inverter + Version 17.5 to 21.5 SEER Range) Wall Mount Ductless Split Systems System Set Model Number WYS009AMF120RL WYS012AMF120RL WYS009GMF120RL WYS012GMF120RL WYS018GMF120RL WYS024GMF120RL WYS030GMF120RL WYS036GMF120RL System Set Code 22022010017181 22022010017198 22022010017202 22022010017201 22022010017319 22022010017197 22022010015638 22022010015438 Indoor Unit Model Number WS009AMF120HLD WS012AMFI20HLD WS009GMF120HLD WS012GMFI20HLD WS018GMF120HLD WS024GMF120HLD WS030GMF120HLD WS036GMF120HLD Indoor Unit Code 22022011018365 22022011018382 22022011018386 22022011018385 22022011018503 22022011018381 22022011004098 22022011017161 Outdoor Unit Model Number YNO09AMF120RPD YNO12AMF120RPD YNO09GMF120RPD YNO12GMF120RPD YNO18GMF120RPD YN024GMF120RPD YN030GMF120RPD YN036GMF120RPD Outdoor Unit Code 22022016016743 22022016016740 22022016016742 22022016016644 22022016016720 22022016016744 22022016016360 22022016016340 Power supply V, Ph, Fz 115V,1Ph,60Hz 115V,lPh,601-z 208/230V,1Ph,60Hz 208/230V,1Ph,60Hz 208/230V,1Ph,60Hz 208/230V,1Ph,60Hz 208/230V,1Ph,60Hz 208/230V,1Ph,60Hz Rated Capacity (Min - Max Range) BTU / h 9,000 (2,650 - 10,300) 12,000 (4,300 - 12,600) 9,000 (2,900 - 10,200) 12,000 (3,800 - 12,850) 18,000 (3,900 - 20,000) 24,000 (6,704 - 25,300) 30,000 (7,200 - 31,600) 36,000 (8,900 - 36,300) Rated Power Input W 720 1,168 710 1,095 1,715 2,665 2,855 4,256 Cooling Performance Rated Current A 6.26 10.60 3.15 4.86 7.50 11.60 12.40 18.40 EER/EER2 BTU /W 12.5/12.5 10.3/10.3 12.6/12.6 10.8/10.8 10.5/10.5 18/18 10.5/10.5 8.5/8.5 SEER /SEER2 BTUIW 20.5121.5 20/20.8 21.5/21.7 20.5/21.4 19/19 18/18 18.6/18.6 17.5117.5 Rated Capacity (Min - Max Range) BTU / h 10,000 (2,700 - 10,500) 12,000 (4,000 - 12,500) 10,000 (2,400 - 10,900) 12,000 (2,730 - 12,500) 18,800 (6,300 - 19,400) 24,000 (6,900 - 28,100) 30,000 (10,600 - 32,500) 36,000 (11,400 - 37,800) Rated Power Input W 1 1,000 1,122 890 1,090 1,883 2,320 3,250 4,270 Heating Rated Current A 8.7 10.3 4.13 5.05 / 10.08 14.2 18.9 Performance COP W / W 2.93 3.13 3.29 3.23 2.93 3.03 2.71 2.47 HSPFIHSPF2 BTUIW 10/9 10.5/8.7 1019.1 10/9.1 10/8.7 9.8/8.6 9.5/8.7 12/8.7 Low Heating Capacity (@17F) BTU/ h 5,800 7,100 6,000 7,000 12,000 14,500 18,500 24,000 MINIMUM CIRCUIT AMPACITY (Full Set) A 20 20 13 15 15 19 23 28 MAX.FUSE Full Set A 25 25 15 15 20 30 30 35 Model ZKFP-20-8-113 ZKFP-20-8-113 ZKFP-20-8-6-7 ZKFP-20-8-6-7 ZKFP-30-8-3-10 ZKFP-58-8-1-10 ZKFP-58-8-1-5 ZKFP-58-8-1-5 Indoor Fan Motor Brand Welling Welling Welling Welling Welling Welling Wailing Welling Speed (Hi / Md / Lo) RPM 1,050 / 850 / 600 1,200 / 850 / 750 1,180 / 850 / 650 1,080 / 8501650 1,100 / 800 / 750 1,100 / 900 / 750 1,200 / 1,050 / 950 1,200 / 950 / 750 Indoor Air Flow (Hi / Md / Lo) m3 / h 420 / 310 / 220 525 / 350 / 300 440 / 328 / 231 539 / 352 / 244 660 / 440 / 370 1,000 / 765 / 600 1,350 / 1,050 / 800 1,245 / 880 / 680 Indoor Air Flow (Hi / Md / Lo) CFM 247 / 182 / 129 309 / 2061176 259 / 193 / 136 317 / 207 / 144 388 / 259 / 218 588 / 450 / 353 794 / 618 / 471 732 / 518 / 400 Indoor Noise Level (Hi / Md / Lo) dB(A) 36.5 / 31.0 / 22.0 41.5 / 30.5 / 26.0 40.5 / 30.5 / 24.0 37.0 / 30.0 / 22.5 43.5 / 34.5 / 30.0 45.5 / 39.5 / 35.0 51.5 / 47.5 / 44.0 56.5 / 54.5 / 40.0 Net Dimensions (W*D*H) mm 722 x 187 x 290 802 x 189 x 297 722 x 187 x 290 802 x 189 x 297 965 x 215 x 319 1,080 x 226 x 335 1,259 x 282 x 362 1,259 x 282 x 362 Net Dimensions (W*D*H) Inches 28"-1/2 x 7"-3/8 x 11"-3/8 31 "-112 x 7"-3/8 x 11 "-5/8 28%1/2 x 7"-3/8 x 11"-3/8 31 "-1/2 x 7"-3/8 x 11 "-5/8 38" x 8"-1/2 x 12"-1/2 42"-1/2 x 8"-7/8 x 13"-1/8 49"-5/8 x 11 "-1/8 x 14"-1/4 49"-5/8 x 11"-1/8 x 14"-1/4 Packing Dimensions (W*D*H) mm 790 x 270 x 375 875 x 285 x 380 790 x 270 x 375 875 x 285 x 380 1,045 x 305 x 410 1,155 x 415 x 320 1,340 x 450 x 385 1,340 x 450 x 385 Indoor Unit Packing Dimensions (W*D*H) Inches 31"-1/8 x 10-"5/8 x 14"-3/4 34"-1/2 x 11"-1/4 x 15" 31"-1/8 x 10"-5/8 x 14"-3/4 34"1/2 x 11"-1/4 x 15" 41"-1/8 x 12" x 16"-1/8 45"-1/2 x 16"-3/8 x 12"-5/8 52"-3/4 x 17"-3/4 x 15"-1/8 52"-3/4 x 17"-3/4 x 15"-1/8 Net Gross Weight Kg 7.7/10.1 9.0/11.0 7.7/10.1 9.0/11.0 10.8/14.3 13.6/17.5 17.0/22.9 18.3/23.9 Net / Gross Weight Lbs 17.0 / 22.3 19.8 / 24.8 17.0 / 22.3 19.8 / 24.8 23.8 / 31.5 30.0 / 38.6 37.5 / 50.5 40.3 / 52.7 Model ZKFN-34-10-1-3 ZKFN-34-10-1-3 ZKFN-34-10-1-3 ZKFN-34-10-1-3 ZKFN-34-10-1-3 ZKFN-80-8-3 ZKFN-120-8-2 ZKFN-120-8-2 Outdoor Fan Motor Brand Welling Welling Welling Welling Welling Welling Wailing Welling Speed (Hi / Md / Lo / Min) RPM 800 / - / 600 / - 780 / 700 / 600 / - 800 / - / 600 / - 780 / 700 / 600 / - 950 / 800 / 650 / 450 810 / - / 720 900 / - / 750 1,150 / 1,050 / 900 / 850 Outdoor Air Flow (H) m3/h 2,200 2,100 2,200 2,100 2,100 3,000 3,800 3,800 Outdoor Air Flow (H) CFM 1,294 1,235 1,294 1,235 1,235 1,765 2,235 2,235 Outdoor Noise Level(H) dB(A) 54.0 55.5 53 55.5 57.0 60.0 60.0 63.5 Model KSK103D33UEZ3 KSN98D64UFZ3 KSK103D33UEZ3 KSN98D64UFZ3 KSN140D21UFZ KTM240D43UKT KTF250D22UMT KTF25OD22UMT Type ROTARY ROTARY ROTARY ROTARY ROTARY Twin -ROTARY ROTARY ROTARY Compressor Brand GMCC GMCC GMCC GMCC GMCC GMCC GMCC GMCC Rated Current (RLA) A 14.0 13.0 7.0 7.5 10.0 14.30 15.0 18.0 Refrigerant Oil / Oil Amount Ozs ESTER OIL VG74,10.5 Oz ESTER OIL VG74,10.5 Oz ESTER OIL VG74,10.5 Oz ESTER OIL VG74,10.5 Oz ESTER OIL VG74,15.0 Oz ESTER OIL VG74,21.0 Oz ESTER OIL VG74,22.5 Oz ESTER OIL VG74,22.50z Net Dimensions (W*D*H) mm 765 x 303 x 555 765 x 303 x 555 765 x 303 x 555 765 x 303 x 555 805 x 330 x 554 890 x 342 x 673 946 x 410 x 810 946 x 410 x 810 Net Dimensions (W*D*H) Inches 30"-1/8 x 11 "-7/8 x 21 "-7/8 30"-1/8 x 11"-7/8 x 21"-7/8 30"-1/8 x 11 "-7/8 x 21"-7/8 30"-1/8 x 11"-7/8 x 21 "-7/8 31 "-5/8 x 13" x 21 "-7/8 35" x 13"-1/2 x 26-1/2 37"-1/4 x 16"-1/8 x 31"-7/8 37"-1/4 x 16"-1/8 x 31 "-7/8 Packing Dimensions (W*D*H) mm 887 x 337 x 610 887 x 337 x 610 887 x 337 x 610 887 x 337 x 610 915 x 370 x 615 995 x 398 x 740 1,090 x 500 x 885 1,090 x 500 x 885 Outdoor Unit Packing Dimensions (W*D*H) Inches 34"-7/8 x 13"-1/4 x 24" 34"-7/8 x 13"-1A x 24" 34"-7/8 x 13"-1/4 x 24" 34"-7/8 x 13"-1/4 x 24" 36" x 14"-5/8 x 24"-1A 39"-1/8 x 15"-5/8 x 29"-1/8 42"-7/8 x19"-5/8 x 34"-7/8 42"-7/8 x19"-5/8 x 34"-7/8 Net / Gross Weight Kg 26.2 / 28.8 28.2 / 30.7 25.0 / 27.6 26.9 / 29.4 33.5 / 36.2 44.4 / 47.4 64.3 / 68.9 68.1 / 72.1 Net / Gross Weight Lbs 57.8 / 63.5 62.2 / 67.7 55.1 / 60.9 59.3 / 64.8 73.9 / 79.8 97.9 / 104.60 141.7 / 151.9 150.1 / 159.0 Refrigerant Type R410A R410A R410A R410A R410A R410A R410A R410A Expansion Device Type, Location Capillary Tube, Outdoor Capillary Tube, Outdoor Capillary Tube, Outdoor Capillary Tube, Outdoor Capillary Tube, Outdoor Capillary Tube, Outdoor EXV, Outdoor EXV, Outdoor Factory Charged Weight (Optimized for 16' Line Set) Ozs 25.4 28.6 25.4 28.6 47.6 62.8 97 120 Adjustment Charge (Ea. Foot length for <10' or >25') Ozs/Ft. 0.16 0.16 0.16 0.16 0.16 0.32 0.32 0.32 Design pressure PSIG 550 / 340 550 / 340 550 / 340 550 / 340 550 / 340 550 / 340 550 / 340 550 / 340 Liquid Side/ Gas Side (OD) Inch 1/4" / 3/8" 1/4" / 1/2" 1/4" / 3/8" 1/4" / 1/2" 1/4" / 1/2" 3/8" / 5/8" 3/8" / 5/8" 3/8" / 5/8" Max. Refrigerant Pipe Length m 25 25 25 25 30 50 50 65 Refrigerant Piping Max. Refrigerant Pipe Length Ft. 82 82 82 82 100 164 164 213 Max. Height Difference m 10 10 10 10 20 25 25 30 Max. Heigh Difference Ft. 33 33 33 33 66 82 82 98 Condensate Drain Connection Diameter mm In OD m 16mm 5/8" OD 0 16mm 5/8" OD 0 16mm 5/8" OD Q' 16mm 5/8" OD 0 16mm 5/8" OD 0 16mm 5/8" OD 0 16mm 5/8" OD 0 16mm 5/8" Intecennectirg Cable Specks AWG 16# x 4 (TGER) AWG 16# x 4 (TC-ER) AWG 16# x 4 (TGER) AWG 16# x 4 (TC-ER) AWG 16# x 4 (TGER) AWG 16# x 4 (TC-ER) AWG 16# x 4 (TC-ER) AWG 16# x 4 (TGER) Contrroller Included LCD Wireless Remote LCD Wireless Remote LCD Wireless Remote LCD Wireless Remote LCD Wireless Remote LCD Wireless Remote LCD Wireless Remote LCD Wireless Remote Indoor Temperature Setting Range "C / "F 17-30 / 62-86 17-30 / 62-86 17-30 / 62-86 17-30 / 62-86 17-30 / 62-86 17-30 / 62-86 17-30 / 62-86 17-30 / 62-86 Temperature Indoor Min Heat (Vacation Mode) "C / "F 8 / 46 8 / 46 8 / 46 8 / 46 8 / 46 8 / 46 8 / 46 8 / 46 Ranges Outdoor Ambient Range (Cooling) °C / *F -15 - +50 / +5 - +122 1 -15 - +50 / +5 - +122 -15 - +50 / +5 - +122 1 -15 - +50 / +5 - +122 1 -15 - +50 / +5 - +122 -15 - +50 / +5 - +122 -15 - +50 / +5 - +122 -15 - +50 / +5 - +122 Outdoor Ambient Range (Heating) "C / "F -25 - +24 / -13 - +75 -25 - +24 / -13 - +75 -25 - +24 / -13 - +75 -25 - +24 / -13 - +75 -25 - +24 / -13 - +75 -25 - +24 / -13 - +75 -25 - +24 / -13 - +75 -25 - +24 / -13 - +75 Recommended Application Area Size (Min -Max) Based on average variables for cooling operation m2 15-30 20-40 15-30 20-40 30-60 40-80 50-100 60-120 Sq. Ft 160-325 215-430 160-325 215-430 325-650 430-860 540-1 080 650-1 300 1• 1 11.. •i 1• i 1 1 •1il 111 1• it i ••11 •1.i.11 .1• i i •.. •1. .11.1 1•i •i 11. •.11 .1• I.i i .i•1••i i 1 1 11 Pioneer Mini Split Technical Specifications Z� H 0 U 6 E I A L L ARCHITECTURE Christopher Clayton , Architect 7352 NE 145th Place Kenmore, WA 98028 408.666.8544 www.housecaIlarchitecture.com 12460 REGI EPM i II�NYARD of ' dON STATE OF WASHINGTON Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © 2024 - HOUSECALL Architecture PLLC Project Number: 202307 APN: 20230700405800001500 0 W a--� CD "co coH CD O� POEM ::I.- `° ::I.- d CM CCn C N W O C C3 O W a N � L� CO W Z CV DOC RESUB Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUED: Permit Application 1/31/2024 Plan Check Revisions 4.2024 Mini Split Specificiations E002 Drawn By: CE Printed: 4/22124 2 S001 MAIN ROOF ASSEMBLY NURAY METAL PANEL ROOFING o/ 30# BUILDING FELT o/ 15/32" CDX PLYWD SHEATHING o/ 2x6 DF RAFTERS @ 24" O.C. AWNING ROOF ASSEMBLY NURAY METAL PANEL ROOFING o/ 30# BUILDING FELT o/ 15/32" CDX PLYWD SHEATHING o/ 2x6 DF RAFTERS @ 24" O.C. w/ 1x6 DF "FASCIA" & 2x4 DF HORIZONTAL BRACES @ 24" O.C. Roof Framina Plan SCALE: 1 /4" = V-0" STRUCTURAL DESIGN DATA: Wind Exposure: Wind Speeds: Seismic Category: Deflection Limits: - Roof: - Walls: - Floor: Ground Snow Load Live Loads: - Roof: - Floor: Dead Loads: Roof: - 26 Ga. Metal Roofing - 15/32" Plywood: - 30# Roofing Felt - 2x6 x 17' DF Rafter: Exterior 2x6 Walls: Interior 2x4 Wall: Interior 2x6 Wall: Floor: - LVP Flooring - Foam Underlayment RAFTER SELECTION: B (Suburban) Desired Roof Rafters: 2x8s @ 16" Centers, 14'-0" Span. 85 mph (Basic), 110 mph (Ultima D1 (Residential) Check Live Load w/ attached ceiling: L/240 2x8 DF#1 Allowable Span: 18'-11" on 16" centers at DL = 10, LL = 20 H/240 per Table R802.4.1(1) L/360 Check Snow Load (used 30 psf) w/ attached ceiling: 25 psf 2x8 DF #1 @ 16" centers: Allowable Span: 20 psf per Table R802.4.1(4). 40 psf 2x8 DF#1 Allowable Span is 16'-2" on 16" Centers. 1 psf 1.6 psf 0.13 psf 2.73 psf 44 Ibs each x 11 = 484 Ibs 484 Ibs / 374 sq ft (roof area) = 1 psf 11 psf 8 psf 9 psf 1 psf 0.7 psf L=7.2' - 4x12 or Dbl 2xl2 HDR N 1 I �Iw uC OI� \ J L 7 IB 0 0 U I w (n I D b Ye o I .� col- - o . _ _ _ 2x8 DF RAFTERS_ . � @ 16" O.C. I I� I 2x6 DF STUDS II THIS WALL I I = Of N I 1 O N u (D cX � I J w 0 u- I o 0 I N X IX Ili I zo I 4x12 or Dbl 2xl2 HDR L=6.5' USE 2x8 Douqlas Fir #1 rafters at 16" O.C. UPLIFT: Per Table R802.11 for Wind Speed 110 mph, Exposure B Span is 14'-0". 12" Spacing at 12' Span : 48 pounds per connection. 12" Spacing at 18' Span: 59 pounds per connection. Interpolated Value at 14': 51.7 pounds per connection 16" Spacing at 12' Span: 64 pounds per connection. 16" Spacing at 18' Span: 78 pounds per connection. Interpolated Value at 14': 68.7 pounds per connection. 24" Spacing at 12' Span: 96 pounds per connection. 24" Spacing at 18' Span: 118 pounds per connection. Interpolated Value at 14': 103.3 pounds per connection TimberLOK Screw lowest uplift capacity is 260 Ibf. TimberLOK Screw meets uplift requirements when installed per specific Manufacturer Instructions. BRACED WALL PANELS: CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS (Method CS-WSP) MINIMUM REQUIRED BRACED PANEL LENGTH (TABLE R602.10.3(1)): 3'-0" 15/32" THK CDX PLYWOOD WALL SHEATHING, FASTEN WITH 6d COMMON NAILS @ 6" O.C. EDGE, 12" O.C. FIELD. UPLIFT CAPACITY OF HDU2: 3,075 Ibs. REQ'D UPLIFT: 1,800 Ibs. * USE SIMILAR HEADERS FOR WINDOWS IN UPPER AREAS OF NORTH, WEST, AND SOUTH WALLS. EXTERIOR WALL ASSEMBLY HARDIE PLANK LAP SIDING (7" REVEAL) o/ APPROVED HOUSE WRAP o/ 15/32" CDX PLYWD SHEATHING o/ 2x6 DF STUDS @ 16" O.C. 0 2' 4' 8' WIND AREA CALCULATIONS: " area above top plate line is 23.57 sq ft WALL LINE A-B: (14'-0" x 7'-4") + 23.57' = 126.2 Sq Ft Zone 5: 4'-0" x 7'-4" = 29.3 sq ft + 11.56 sq ft = 40.86 sq ft (tall end) + 1.71 sq ft = 31.01 sq ft (short end) Zone 4: 6-0" x 7'-4" = 44 sq ft WALL LINE B-C: 20'-0" x 7'-4" = 146.7 Sq Ft Zone 5: 4'-0" x 7'-4" = 29.3 Sq Ft Zone 4: 12'-0" x 7'-4" = 88 Sq Ft WALL LINE C-D: (14'-0" x 7'-4") + 23.57' = 126.2 Sq Ft Zone 5: 4'-0" x 7'-4" = 29.3 sq ft + 11.56 sq ft = 40.86 sq ft (tall end) + 1.71 sq ft = 31.01 sq ft (short end) Zone 4: 6-0" x 7'-4" = 44 sq ft WALL LINE D-A: 20'-0" x 10'-9" = 215 Sq Ft Zone 5: 4'-0" x 10'-9" = 43 Sq Ft Zone 4: 12'-0" x 10'-9" = 129 Sq Ft ROOF: 3:12 pitch = 11.25 degrees Total Area : 22'-0" x 17'-6" = 385 Sq Ft Zone 3: 16 sq ft (within 4' of corners) Zone 2: 4'-0" x 9'-6" = 38 Sq Ft (short edge) 4'-0" x 14'-0" = 56 Sq Ft (long edge) Zone 1: 14'-0" x 9'-6" = 133 Sq Ft (field) Floor Framina Plan SCALE:1/4" = 1'-0" WIND PRESSURES PER TABLE R301.2(2): (no reductions for height permitted per Table R301.2(3)) WALL LINE A-B: Zone 5: 12.5 psf, -16.0 psf Zone 4: 12.5 psf, -13.0 psf WALL LINE B-C: Zone 5: 12.5 psf, -16.0 psf Zone 4: 11.7 psf, -12.0 psf WALL LINE C-D: Zone 5: 12.5 psf, -16.0 psf Zone 4: 12.5 psf, -13.0 psf WALL LINE D-A: Zone 5: 12.5 psf, -16.0 psf Zone 4: 11.1 psf, -12.0 psf ROOF: Zone 3: 10.0 psf, -30.0 psf Zone 2: 10.0 psf, -19.0 psf (short edge) Zone 2: 10.0 psf, -16.0 psf (long edge) Zone 1: 10.0 psf, -10.0 psf S/MpS FQU-U Ro SIMPS Oh'gPp N lNt)U2 EQUgt RQv,E,) r�- oPPP ov�O EQV P�- N Q ,4 Z O O CO as Q g L=7.2' � Cr 0 - O 4F MINI ORqU P"ON HD EQUgtPROVF02 12" THK x 18" DEEP CONIC FOOTING (MonoPour w/ Slab) w/ (2) #4's T&B. S)MpSON HDU2 OR APPROVED -EQUAL i I,I1111 B FtN TM BviitiIII Sheds G�st5� .111 0 2' 4' 8' HOUSE E A L L ARCHITECTURE Christopher Clayton , Architect 7352 NE 145th Place Kenmore, WA 98028 408.666.8544 www.housecallarchitecture.com 12450 REGWrERm v G�lO�F�t®MMIiD i0N STATE OF WASHINSTON Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © 2024 - HOUSECALL Architecture PLLC Project Number: 202307 APN: 20230700405800001500 0 LU , O co co CCD C" d C C N W O a C3 O W Q N -0 CO M W Z N RESUB Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUED: Permit Application 1/31/2024 1 Plan Check Revisions 4.2024 Structural Plans S001 Drawn By: CEC Printed: 4/22/24 M:112w/ CERTIFICATION fF: ii Technical Evaluation Repo TER 1105-02 R FastenMaster@ TlmberLOKO Fasteners to Provide Uplift &Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls Olili Inc. DBA FastenMaster® Product: FastenMaster@ TimberLi Heavy Duty Wood Screw Issue Date: June 20, 2011 Revision Date: February 20, 2023 Subject to Renewal: April 1, 2024 MM A .r4' _ s Illi I' =r .s� r..11 .� °." K i.:.iiti i•-?i -i. K = Use the QR code to access the most recent version or a sealed copy of this Technical Evaluation Report (TER) at drjcertification.org. DO Engineering, LLC 1 6300 Enterprise Lane I Madison, WI 53719 1 drjcertifrcation.org -44i L=6A 6 Installation 6.1 Installation shall comply with the approved construction documents, the manufacturer installation instructions, this TER, and the applicable building code. 6.2 In the event of a conflict between the manufacturer installation instructions and this TER, the more restrictive shall govern. 6.3 Installation Where Double Wall Top Plates are Used 6.3.1 Upward from below truss or rafter. 6.3.1.1 Select a TimberLOKO fastener with a length sufficient to full embed the 2" threaded portion of the 9 Y fastener into the truss or rafter. See Figure 4 for guidance. 20° - 30° Entire threaded portion of fastener (i.e., 2") to be embedded into structural support. Wood wall (per Section R602 of IRC or Section 2308 of IBC) or structural framing member. Figure 4. Fastener Orientation Requirements for Attaching Wood Trusses Rafters or SCL 9 q 9 , from Above to the Top of a Wood Wall or Structural Framing Member 6.3.1.2 Install one (1) TimberLOKO fastener upward through the wall top plate(s) or wood structural framing member and into the center of the truss, rafter, or SCL, as shown in Figure 5. Entire threaded portion "SecUo ° ' of fastener (i.e., 2") to be embedded into truss/rafter. r Wood wall per of Section R602 of 1-1 2" pr IRC-Sedio *1/4' greater _"tt71 . 2308 of IBC. ) (Single Plate) a) b) c) Timber-ok installation at TimberLok installation through wall End view of fastener connection wall stud/structural top plate(s), at locations away from through structural support and into framing member location. studs. rafteritruss (typical). Figure 5. Fastener Orientation Requirements for Attaching Wood Trusses, Rafters, or SCL from Below to the Top of a Wood Wall or Structural Framing Member TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Subject To Renewal 4/1/2024 © 2023 DrJ Engineering, LLC Page 6 of 14 Ali I 0 k � 1 Appendix A: Legislation that Authorizes AHJ Approval 1.1 Fair Competition: State legislatures have adopted Federal regulations for the examination and approval of building code referenced and alternative products, materials, designs, services, assemblies and/or methods of construction that: 1.1.1 Advance Innovation, 1.1.2 Promote competition so all businesses have the opportunity to compete on price and quality in an open market on a level playing field unhampered by anticompetitive constraints, and 1.1.3 Benefit consumers through lower prices, better quality, and greater choice. 1.2 Adopted Legislation: The following local, state, and federal regulations affirmatively authorize FastenMaster@ TimberLOK@ Heavy Duty Wood Screw to be approved by AHJs, delegates of building departments, and/or delegates of an agency of the federal government: 1.2.1 Interstate commerce is governed by the Federal Department of Justice to encourage the use of innovative products, materials, designs, services, assemblies and/or methods of construction. The goal is to "protect economic freedom and opportunity b promoting free and fair Competition in the marketplace." PP Y Y P 9 P P 1.2.2 Title 18 US Code Section 242 affirms and regulates the right of individuals and businesses to freely and fairly have new products, materials, designs, services, assemblies and/or methods of construction approved for use in commerce. Disapproval of alternatives shall be based upon non-conformance with respect to specific provisions of adopted legislation, and shall be provided in writing stating the reasons why the alternative was not approved, with reference to the specific legislation violated. 1.2.3 The federal government and each state have a public records act. In addition, each state also has legislation that mimics the federal Defend Trade Secrets Act 2016 (DTSA). 1.2.3.1 Compliance with public records and trade secret legislation requires approval through the use of listings, certified reports, Technical Evaluation Reports, duly authenticated reports and/or research reports prepared by approved agencies and/or approved sources. 1.2.4 For new materials10 that are not specifically provided for in any building code, the design strengths and permissible stresses shall be established by tests, where suitable load tests simulate the actual loads and conditions of application that occur. 1.2.5 The design strengths and permissible stresses of any structural material shall conform to the specifications and methods of design using accepted engineering practice." 'v hftps://up.wdestviewerAvyomingAbo-2021/chapterl17/special-inspedonsand-tests#1706.2 11 IBC 2021, Section 1706.1 Conformance to Standards TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses &Rafters Attached to the Tops of Walls Confidential Intellectual Property a is protected b YTradeDefend Trade Secrets Ad 2016 P © 2023 DrJ Engineering, LLC 17 Al m COMPANY INFORMATION Olvi Inc. DBA FastenMaster@ 153 Bowles Rd Agawam, MA 01001-2908 800-518-3569 mquthrie()omginc.com fastenmaster.com DIVISION: 06 00 00 - WOOD, PLASTICS AND COMPOSITES SECTION: 06 00 90 - Wood and Plastic Fastenings 1 Product Evaluatedl.2 1.1 FastenMaster@ TimberLOKO Heavy Duty Wood Screw 2 Applicable Codes and Standards3 2.1 Codes 2.1.1 IBC-15, 18, 21: International Building Code@ 2.1.2 IRC-15, 18, 21: International Residential Code@ 2.2 Standards and Referenced Documents 2.2.1 ANSI/AWC NDS: National Design Specification (NDS) for Wood Construction 2.2.2 ASTM A153: Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware 2.2.3 ASTM A510: Standard Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel, and Alloy Steel 2.2.4 ASTM DI 761: Standard Test Methods for Mechanical Fasteners in Wood 2.2.5 AWC TR 12., General Dowel Equations for Calculating Lateral Connection Values ' For more information, visit driceriification.om or call us at 608-310-6748. 2 This TER is a code defined research mood provided by an approved source (see IBC Section 1703.4.21 and an approved agenw (see IBC Section 1703.1). Given that this TER is for new materials as defined in IBC Section 1702 for which there are no approved rules or standards IBC Section 1707.1 states that, 'In the absence of approved rules or other PP PP a roved standards the building official shall accept dui authenticated reports i.e. research report from approved agencies in respect to the quality and manner of use of new PP 9Y( 1 PP 9 P q ty materials or assemblies as provided for in IBC Section 104.11 °. A rofessional engineer is approved as an approved source when that professional engineer is property licensed to P P 9 PP PP P 9 P P N transact engineering commerce. 3 Unless otherwise noted, all references in this TER are from the 2021 version of the codes and the standards referenced therein. This material, design, or method of construction also complies with the 2000-2018 versions of the referenced codes and the standards referenced therein. TER 1105-02 FastenMaster® TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Subject To Renewal 4/1/2024 © 2023 DrJ Engineering, LLC Page 2 of 14 Zk � 6.3.1.2.1 If the truss, rafter, or SCL is located directly over a wall stud, insert the fastener at the joint between the inside top edge of the stud and the inside bottom edge of the top plate at an upward angle from vertical of 20° to 30°, as shown in Figure 5. 6.3.1.2.2 If the truss, rafter, or SCL is located between the wall studs (double top plate application only), insert the fastener near the middle of the bottom face of the top plate(s) straight upward into the truss, rafter, or SCL, as shown in Figure 5. 6.3.1.2.3 If the truss, rafter, or SCL is located on top of a wood beam or header, insert the fastener approximately 3" below the top edge of the beam or header at an upward angle from vertical of 20' to 30° as shown in Figure 5. 6.3.1.3 Locate the fastener in line with the truss, rafter, or SCL above so that it penetrates within +/-/^ of the centerline of the narrow edge of the truss, rafter, or SCL, as shown in Figure 5. 6.3.1.4 Use a %" low RPM/high torque drill to drive the fastener head flush with the surface of the wall framing or wood structural framing member. 6.3.2 Downward From on Top of the Truss,Rrafter, or SCL 6.3.2.1 Select a TimberLOKO fastener with a length sufficient to fully embed the 2" threaded portion of the fastener into the wall to plates or wood structural framing member. PP 9 6.3.2.2 Install one (1) TimberLOKO fastener at a downward angle from vertical of 20' to 30° through the center of the truss rafter, or SCL and into the wall to plate(s) or wood structural framing member, as shown PP O 9 in Figure 6. + 1 „ 6.3.2.3 Locate the fastener so that It penetrates within / /4 of the centerline of the narrow edge of the truss P 9 , rafter, or SCL and at or near the center of the wall top plates) or wood structural framing member. 6.3.2.4 Use a %" low RPM/high torque drill to drive the fastener head flush with the surface of the wall framing or wood structural framing member. 6.4 Installation Where Single Top Plates are Used 6.4.1 Select a TimberLOK@ fastener with a length sufficient to fully embed the 2" threaded portion of the fastener into the truss, rafter, or SCL. 6.4.2 Where the truss, rafter, or SCL is located directly over a wall stud, insert the fastener at the joint between the inside top edge of the stud and the inside bottom edge of the top plate at an upward angle from vertical of 20° to 30° as shown in Figure 6. , 9 GAO vvdu / r ruJ - vvtlrr / r IU*5 20° - 30° 20° - 30° Optimal25° (° Optimal25° 20° 20° 0° 30° 30° . For minimum truss heel heights (<4-1/2") use a 4" TimberLOK to avoid end or Truss Heel Truss Heel top plane penetration. Height Height 6" TimberLOK 6" Tjmberl-OK reee note for use of 4• Trmbert-OK) Figure 6. Installation of TimberLOK@ Fasteners into a Single Top Plate 6.4.3 Ensure that the angle is sufficient to prevent the fastener from protruding out of the truss, rafter, or SCL. 6.4.4 Locate the fastener in line with the truss, rafter, or SCL above so that it penetrates within +/-y"" of the centerline of the narrow edge of the truss, rafter, or SCL. TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Subject To Renewal 4/1/2024 © 2023 DrJ Engineering, LLC Page 7 of 14 1.3 Approved12 by Los Angeles: The Los Angeles Municipal Code (LAMC) states in pertinent part that the provisions of LAMC are not intended to prevent the use of any material, device, or method of construction not specifically prescribed by LAMC. The Department shall use Part III, Recognized Standards in addition to Part II, Uniform Building Code Standards of Division 35, Article 1, Chapter IX of the LAMC in evaluation of products for approval where such standard exists for the product or the material and may use other approved standards, which apply. Whenever tests or certificates of any material or fabricated assembly are required by Chapter IX of the LAMC, such tests or certification shall be made by a testing agency approved by the Superintendent of Building to conduct such tests or provide such certifications. The testing agency shall publish the scope and limitation(s) of the listed material or fabricated assembly.13 The Superintendent of Building roster of approved testing agencies is provided by the Los Angeles Department of Building and Safety (LADBS). The Center for Building Innovation (CBI) Certificate of Approval License is TA24945. Tests and certifications found in a CBI Listing are LAMC approved. In addition, the Superintendent of Building shall accept duly authenticated reports from approved agencies in respect to the quality and manner of use of new materials or assemblies as provided for in the California Building Code (CBC) Section 1707.1.14 1.4 Approved by Chicago: The Municipal Code of Chicago (MCC) states in pertinent part that an ADDroved A enc is a National) Recognized Testing Laboratory NRTL actin within its recognized scope and/or a , Y 9 9 rY( ) 9 9 P certification body accredited by the American National Standards Institute (ANSI) acting within its accredited scope. Construction materials and test procedures shall conform to the applicable standards listed in the MCC. Sufficient technical data shall be submitted to the buildingofficial to substantiate the proposed use of an P P Y product, material, service, design, assembly and/or method of construction not specifically provided for in the MCC. This technical data shall consist of research reports from approved sources (i.e., MCC defined Approved Agencies). 1.5 Approved by New York City: The NYC Building Code 2022 (NYCBC) states in pertinent part that an approved agency shall be deemed15 an approved testing agency via ISO/IEC 17025 accreditation, an approved inspection agency via ISO/IEC 17020 accreditation, and an approved product evaluation agency via ISO/IEC 17065 accreditation. Accrediting agencies, other than federal agencies, must be members of an internationally recognized cooperation of laboratory and inspection accreditation bodies subject to a mutual recognition agreemeri (i.e., ANAB, International Accreditation Forum (IAF), etc.). 1z See section 8.3 for the distilled building code definition of Approved. 13 Los Angeles Municipal Code, SEC. 98.0503. TESTING AGENCIES 14 hftps:tlup.wdesN!emrlcalifbrniatw-building-code-2022/chapter/17/special4nWedons-and-tests#1707.1 15 New York City, The Rules of the City of New York. § 101-07 Approved Agencies 16 New York City, The Rules of the City of New York, 8 101 -07 Approved Agencies TER 1105-02 FasteirMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses &Rafters Attached to the Tops of Walls Subject To Renewal 4/1/2024 Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Page 11 of 14 © 2023 DrJ Engineering, LLC ZCJmfm - 3 Performance Evaluation 3.1 Testing and related engineering evaluations are defined as intellectual property and/or trade secrets. 3.2 TimberLOKO fasteners were evaluated, using their tested allowable design values, as an alternate means of attaching wood trusses and rafters to the tops of walls to provide uplift and lateral load resistance. The following conditions were evaluated: 3.2.1 Withdrawal strength of TimberLOKOfasteners for use as an alternative to toe -nail connections, metal hurricane and seismic clips/straps, or nails in tension (uplift) loaded applications. 3.2.2 Shear strength of TimberLOKO fasteners for use as an alternative to toe -nail connections, hurricane and seismic clips/straps, or nails in shear (lateral) loaded applications either parallel or perpendicular to wood grain. 3.2.3 Head pull through strength of TimberLOKO fasteners for use as an alternative to toe -nail connections P 9 9 hurricane and seismic clips/straps, or nails in tension (uplift) loaded applications. 3.3 Engineering evaluations are conducted with DrJ's ANAB accredited ICS code scope, which are also its areas of professional engineering competence. 3.4 Any regulation specific issues not addressed in this section are outside the scope of this TER. 4 Product Description and Materials 4.1 The product evaluated in this TER is shown in Figure 1. 40.172 AJOR 0.465 MINOR0.445 0.180REFERENCE TABLE 0.189 MM__7.5 TPI FOR APPROPRIATEHEAD MARKING 7aa 5/16"HE% "na7 rsama ano UNWH Figure 1. TimberLOKO Fastener 4.2 TimberLOKO fasteners are manufactured from carbon steel wire conforming to ASTM A510 with a minimum ultimate tensile strength of 60 ksi. 4.3 TimberLOK@ fasteners are manufactured using a standard cold -formed process followed by a heat -treating process. 4.4 Fasteners are approved for use in interior and exterior conditions and in pressure -treated wood. 4.4.1 The proprietary coating has been tested and found to exceed the protection provided by code -approved hot -dipped galvanized coatings meeting ASTM A153 (IBC Section 2304.10.64 and IRC Section R317.3), which allows for its use in alkaline copper quaternary (ACQ) pressure -treated wood. 4.5 Fasteners are approved for use in fire -retardant -treated lumber, provided the conditions set forth by the fire retardant -treated lumber manufacturer are met, including appropriate strength reductions. 4.6 In -plant quality control procedures, under which the TimberLOKO fasteners are manufactured, are audited through an inspection process performed by an approved agency. 4 20181BC Section 2304.10.5 TER 1105-02 FasteirMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, © 2023 DrJ Engineering, LLC _2k 4.7 The fasteners evaluated in this report are designated in Table 1. Table 1: Fastener Designation for Evaluated TimberLOKO Fasteners Product Name Fastener Designation+ ead Marking Overall Length (in) Thread Length (in) Timberl-0i4" TLOK04 I F4.0 4 2 Timberl-006" 1 TLOK06 I F6.0 6 2 SI:1 in = 25.4 mm 1. Fastener designations are found on the product packaging. Individual fasteners may be marked according to this table. 5 Applications 5.1 TimberLOKO fasteners are used to attach minimum 11/a"-wide wood trusses, sawn lumber rafters, or structural composite lumber (SCL) rafters to wood walls that meet the requirements of IBC Section 2308 or IRC Section R602 for wood structural framing members. The fasteners provide resistance to uplift or lateral loads applied parallel and/or perpendicular to the wall or structural framing member. 5.1.1 Walls shall consist of either a single or double top plate designed in accordance with IBC Section 2308.5.3.2 or IRC Section R602.3.2. 5.1.2 See Table 2 for the design procedure and the TimberLOKO allowable design values. 5.1.3 See Section 6 for installation requirements. 5.1.4 TimberLOK@ fasteners are used in buildings requiring wind analysis in accordance with IRC Section R301.2.1 or design in accordance with IBC Section 1609. 5.1.5 Use of TimberLOKO fasteners in buildings requiring seismic analysis in accordance with IRC Section R301.2.2 is outside the scope of this TER. 5.2 Design Concepts and Allowable Design Loads 5.2.1 Allowable design loads for uplift and lateral resistance (parallel [F1] and perpendicular [F2] to the plane of the wall or structural member, see Figure 2) are provided in Table 2 for TimberLOKO fasteners. Allowable design loads are listed for selected load durations and specific gravities and are applicable to fasteners installed in accordance with the procedures described in Section 6. Table values are applicable for both single and double top plate applications, as shown in Figure 3. Table 2. Allowable Loads for Uplift & Lateral Resistance for Selected Load Durations and Wood -Specific Gravities Using TimberLOK@ Fasteners Minimum Lateral4 (Ill Penetration into Uplift4 Fastener Truss/RafterlWood SpeciesGroupl�z3 (Ibf) F1-Parallel F2-Perpendicul Designation Structural Support (Specific Gravity) to Wall to wall 1.0 1.33 1.60 1.0 1.33 1.60 1.0 1.33 1.60 (in) TimberLOKO So. Pine (0.55) 390 520 620 255 340 410 280 375 450 Douglas Fir -Larch (0.50) 340 450 540 240 320 385 265 350 425 TLOK04 or 2 TLOK06 Spruce-Pine-Fir/Hem-Fir (0.42) 260 350 420 210 280 340 230 305 370 SI:1 in = 25.4 mm,1 psi = 0.00689 MPa 1. Wood truss and rafter members shall be a minimum of 2" nominal thickness. Design of truss and rafter members to be b others. 9 Y 2. Equivalent specific gravity of structural composite lumber (SCL) shall be equal to or greater than the specific gravities provided in this table. Refer to product information from SCL manufacturer. 3. Fora applications involvin members with different specific gravities, use the allowable load correspondingto the lowest s specific gravity. PP 9 Pe 9 P 9 b 4. Allowable uplift and lateral loads for applications in which the controlling load duration is two months (i.e., 115%) or seven days (i.e., 125%) may be obtained by multiplying the corresponding tabular value in the column marked 1.0" by 1.15 or 1.25, respectively. Leo �`! Ufa TM B`,:`t Sr'eds ........ G.7i MINI Wallet to wa10 F2 (Perpendicula to wall) Figure 2: Uplift & Lateral Load Orientations r=gure o. nisranduun ur I enuer- rdsMners un wawa Wiwi Oil rym ur vuuuie r VP r ergs 5.2.2 Where it is anticipated that loads will be applied to a single fastener simultaneously in more than one direction, additional evaluation using accepted engineering practice is required to account for the combined effect of these loads. 5.2.3 Consult a professional engineer as needed for complex design conditions. 5.3 Where the application falls outside of the performance evaluation, conditions of use and/or installation requirements set forth herein, alternative techniques shall be permitted in accordance with accepted engineering practice and experience. This includes but is not limited to the following areas of engineering: mechanics or materials, structural, building science and fire science. TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls Trusses & Rafters Attached to the Tops of Walls Subject To Renewal 4/1/2024 Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Subject To Renewal 4/1/2024 Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Page 3 of 14 © 2023 DrJ Engineering, LLC Page 4 of 14 © 2023 DrJ Engineering, LLC A� 6.4.5 Use a '''W' low RPM/high torque drill to drive the fastener head flush with the surface of the wall framing or wood structural framing member. 6.4.6 Where the centerline of the truss, rafter, or SCL is not located directly over the stud, install the fastener vertically up through the top plate and into the truss, rafter, or SCL, as shown in Figure 5. 7 Substantiating Data 7.1 Testing has been performed under the supervision of a professional engineer and/or under the requirements of ISO/IEC 17025 as follows: 7.1.1 Edge and end distances verification testing in accordance with ASTM D1761. 7.2 TimberLOKO fasteners were evaluated for head pull through and withdrawal for uplift capacity. 7.3 TimberLOKO fasteners were evaluated for heavy duty wood screw performance when used as a truss hold-down. 7.4 TimberLOK@ fasteners were evaluated for heavy duty wood screw performance when loaded laterally. 7.5 Information contained herein may include the result of testing and/or data analysis b sources that are Y 9 Ys Y approved agencies i.e. ANAB accredited agencies), approved sources i.e. registered design professionals RDP and/or professional engineering regulations. Accuracy of external test data and resulting analysis is [RDP]), Y 9 Y relied upon. 7.6 Where pertinent, DrJ's analysis is based upon provisions that have been codified into law through state or local adoption of codes and standards. The developers of these codes and standards are responsible for the reliability of published content. DrJ's engineering practice may use a code -adopted provision as the control sample. A control sample versus a test sample establishes a product as being equivalent to the code -adopted P P P P P provision in terms of quality, strength, effectiveness, fire resistance, durability, and safety. 7.7 The accuracy of the provisions provided herein may be reliant upon the published properties of raw materials, which are defined by the grade mark, grade stamp, mill certificate, Listings, certified reports, duly authenticated reports from approved agencies, and research reports prepared by approved agencies and/or approved sources provided b the suppliers of an raw materials. These are resumed to be minimum properties and P Y PP Y P P P relied upon to be accurate. The reliability of DrJ's engineering practice, as contained in this TER may be P Y 9 9P , Y dependent upon published design properties by others. 7.8 Testing and engineering analysis: The strength, rigidity and/or general performance of component parts and/or the integrated structure are determined by suitable tests that simulate the actual conditions of application that occur and/or by accepted engineering practice and experience.5 8 Findings 8.1 As delineated in Section 3, the FastenMaster@ TimberLOKO Heavy Duty Wood Screw has performance characteristics that were tested and/or meet pertinent standards and is suitable for use pursuant to its specified purpose. 8.2 When used and installed in accordance with this TER and the manufacturer installation instructions, FastenMaster@ TimberLOKO Heavy Duty Wood Screw shall be approved for the following applications: 8.2.1 Use as an acceptable alternative to toe -nail connections, metal hurricane and seismic clips/straps, or nails to resist the uplift and lateral loads as provided for in Table 2. 8.2.2 Use as an acceptable alternative to provide resistance to uplift loads due to wind negative pressure applied from the truss above lifting up on the top plate of the wall, per Table 2. 8.2.3 Use as an acceptable alternative to provide resistance to lateral loads due to wind pressure applied parallel or perpendicular to the wall, per Table 2. See Code of Fedeml Regulations (CFR) Title 24 Subtitle B Chapter XX Part 3280 for definition TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Subject To Renewal 4/1/2024 © 2023 DrJ Engineering, LLC Page 8 of 14 A� 1.6 Approved by Florida: Statewide approval of products, methods, or systems of construction shall be approved, without further evaluation, by 1) A certification mark or listing of an approved certification agency, 2) A test report from an approved testing laboratory, 3) A product evaluation report based upon testing or comparative or rational analysis, or a combination thereof, from an approved product evaluation entity; 4) A product evaluation report based upon testing or comparative or rational analysis, or a combination thereof, developed and signed and sealed by a professional engineer or architect, licensed in Florida. For local product approval, products or systems of construction shall demonstrate compliance with the structural wind load requirements of the Florida Building Code (FBC) through one of the following methods; 1) A certification mark, listing, or label from a commission -approved certification agency indicating that the product complies with the code; 2) A test report from a commission -approved testing laboratory indicating that the product tested complies with the code; 3) A product -evaluation report based upon testing, comparative or rational analysis, or a combination thereof, from a commission -approved product evaluation entity which indicates that the product evaluated complies with the code; 4) A product -evaluation report or certification based upon testing or comparative or rational analysis, or a combination thereof, developed and signed and sealed by a Florida professional engineer or Florida registered architect, which indicates that the product complies with the code; 5) A statewide product approval issued by the Florida Building Commission. The Florida Department of Business and Professional Regulation (DBPR) website provides a listing of companies certified as a Product Evaluation Agency (i.e., EVLMiami 13692), a Product Certification Agency (i.e., CER10642), and as a Florida Registered Engineer (i.e., ANE13741). 1.7 Approved b Miami -Dade County i.e. Notice of Acceptance Ni : A Florida statewide approval is an PP Y tY ( , P I 1) PP NOA. An NOA is a Florida local product approval. By Florida law, Miami -Dade County shall accept the statewide and local Florida Product Approval as provided for in Florida legislation 553.842 and 553.8425. 1.8 Approved by New Jersey: Pursuant to Building Code 2018 of New Jersey in IBC Section 1707.1 General,17 it states: "In the absence of approved rules or other approved standards, the building official shall accept duly authenticated reports from approved agencies in respect to the quality and manner of use of new materials or assemblies as provided for in the administrative provisions of the Uniform Construction Code (N.J.A.C. 5:23)'.18 Furthermore N.J.A.0 5:23-3.7 states: Municipal approvals of alternative materials, equipment, or methods of construction. (a) Approvals: Alternative materials, equipment, or methods of construction shall be approved by the appropriate subcode official provided the proposed design is satisfactory and that the materials, equipment, or methods of construction are suitable for the intended use and are at least the equivalent in quality, strength, effectiveness, fire resistance, durability and safety of those conforming with the requirements of the regulations. 1. A field evaluation label and report or letter issued by a nationally recognized testing laboratory verifying that the specific material, equipment, or method of construction meets the identified standards or has been tested and found to be suitable for the intended use, shall be accepted by the appropriate subcode official as meeting the requirements of (a) above. 2. Reports of engineering findings issued by nationally recognized evaluation service programs, such as, but not limited to, the Building Officials and Code Administrators (BOCA), the International Conference of Building Officials (ICBO), the Southern Building Code Congress International (SBCCI), the International Code Council (ICC), and the National Evaluation Service, Inc., shall be accepted by the appropriate subcode official as meeting the requirements of (a) above. The New Jersey Department of Community Affairs has confirmed that technical evaluation reports, from any accredited entity listed by ANAB, meets the requirements of item 2 given that the listed entities are no longer in existence and/or do not provide "reports of engineering findings". 17 hftps://up.wdestviewerinew-jemyfiibo-20181chapter/17/special-inspections-and-tests#l707.1 18 hftps://www.nj.gov/dce/divisionslcodes/wdreglum.html TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses &Rafters Attached to the Tops of Walls Subject To Renewal 4/1/2024 Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Page 12 of 14 © 2023 DrJ Engineering, LLC 8.3 Any application specific issues not addressed herein can be engineered by an RDP. Assistance with engineering is available from OMGO, Inc. DBA FastenMaster@. 8.4 IBC Section 104.11 (IRC Section R104.11 and IFC Section 104.106 are similar) in pertinent part states: 104.11 Alternative materials, design and methods of construction and equipment. The provisions of this code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code. Where the alternative material, design or method of construction is not approved, the building official shall respond in writing, stating the reasons the alternative was not approved. 8.5 Approved:7 Building codes require that the building official shall accept duly authenticated repori or research reports' from approved agencies and/or approved sources (i.e., licensed RDP) with respect to the quality and manner of use of new products, materials, designs, services, assemblies or methods of construction. 8.5.1 Acceptability of an approved agency, by a building official, is performed by verifying that the agency is accredited by a recognized accreditation body of the International Accreditation Forum (IAF). 8.5.2 Acceotability of a licensed RDP b a building official is performed b verifying that the RDP and/or their , Y 9 P Y Y 9 business entityis listed b the licensing board of the relevant v I 8.5.3 Federal law, Title 18 US Code Section 242, requires that where the alternative product, material, service, design, assembly and/or method of construction is not approved, the building official shall respond in writing,stating the reasons why the alternative was not approved, as denial without written reason deprives 9 Y PP p a protected right to free and fair competition in the marketplace. 8.6 DrJ is an engineering company, employs RDPs and is an ISO/IEC 17065 ANAB-Accredited Product Certification Body -Accreditation #1131. 8.7 Through ANAB accreditation and the IAF Multilateral Agreements this TER can be used to obtain product 9 approval in any jurisdiction or country that has IAF MLA Members & Signatories to meet the Purpose of the MLA -"certified once, accepted everywhere." 9 Conditions of Use 9.1 Material properties shall not fall outside the boundaries defined in Section 3. 9.2 As defined in Section 3, where material and/or engineering mechanics properties are created for load resisting design purposes, the resistance to the applied load shall not exceed the ability of the defined properties to resist those loads using the principles of accepted engineering practice. 9.3 The TimberLOKO fasteners covered in this TER shall be installed in accordance with this report and the manufacturer installation instructions. 9.4 For conditions not covered in this TER, connections shall be designed in accordance with accepted engineering practice. 9.5 Loads applied shall not exceed those recommended by the manufacturer or as defined in this TER. 9.6 Structural framing members (e.g., wood, masonry, concrete, steel, etc.) connected with TimberLOKO fasteners shall be designed in accordance with the requirements of their specific design standards/specifications as referenced in the building code adopted by the jurisdiction in which the project is to be constructed. 6 20181FC Section 104.9 7 Approved is an adjective that modifies the noun after R. For example, Approved Agency means that the Agency is accepted officially as being suitable in a particular situation. This example conforms to IBC/IRC#FC Section 201.4 where the building code authorizes sentences to have an ordinarily accepted meaning such as the context implies. 8 hftps:llup.mdes/viewerAvyomingfbo-2021/chapterl171special-inspections-and-tests#1707.1 9 hdps:l/up.mdesiviewerAvyomingfbo-2021/chapterl17/spedal-inspectioneand-tests#1703.4.2 TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Subject To Renewal 4/1/2024 © 2023 DrJ Engineering, LLC Page 9 of 14 1.9 Approved by the Code of Federal Regulations Manufactured Home Construction and Safety Standards: Pursuant to Title 24, Subtitle B, Chapter XX, Part 3282.1419 and Part 3280,20 the Department encourages innovation and the use of new technology in manufactured homes. The design and construction of a manufactured home shall conform with the provisions of Part 3282 and Part 3280 where key approval provisions in mandatory language follow: 1) "All construction methods shall be in conformance with accepted engineering practices"; 2) "The strength and rigidity of the component parts and/or the integrated structure shall be determined by engineering analysis or by suitable load tests to simulate the actual loads and conditions of application that occur."; and 3) "The design stresses of all materials shall conform to accepted engineering practice." 1.10 Approved by US, Local, and State Jurisdictions in General: In all other local and state jurisdictions, the regulations require approval per Section 8 above. 1.11 Approved by International Jurisdictions: The USMCA and GATT agreements provide for approval of innovative materials, products, designs, services, assemblies and/or methods of construction through the Technical Barriers to Trade agreements and the International Accreditation Forum (IAF) Multilateral Recognition Arrangement (MLA), where these agreements: 1.11.1 Permit participation of conformity assessment bodies located in the territories of other Members (defined as GATT Countries) under conditions no less favourable than those accorded to bodies located within their territory or the territory of any other country. 1.11.2 State that conformity assessment procedures (i.e., ISO/IEC 17020, 17025, 17065, etc.) are prepared, adopted, and applied so as to grant access for suppliers of like products originating in the territories of other Members under conditions no less favourable than those accorded to suppliers of like products of national origin or originating in any other country, in a comparable situation. 1.11.3 State that conformity assessment procedures are not prepared, adopted, or applied with a view to or with the effect of creating unnecessary obstacles to international trade. This means that conformity assessment procedures shall not be more strict or be applied more strictly than is necessary to give the importing Member adequate confidence that products conform to the applicable technical regulations or standards. 1.11.4 Approved: The purpose of the IAF MLA is to ensure mutual recognition of accredited certification and validation/verification statements between signatories to the MLA, and subsequently acceptance of accredited certification and validation/verification statements in many markets based on one accreditation for the timely approval of innovative materials, products, designs, services, assemblies and/or methods of construction. Accreditations granted by IAF MLA signatories are recognised worldwide based on their equivalent accreditation programs, therefore reducing costs and adding value to businesses and consumers. 19 hftps:l/www.edr.govlcurmnUbUe-24/subtitle-B/chapter-Xx/part-3282]subpart-A/secbon-3282.14 20 hdps://www.edr.gov/curmndtitle-24/subtitle-B/chapter-Xx/part-3280 TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses &Rafters Attached to the Tops of Walls Subject To Renewal 4/1/2024 Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Page 13 of 14 © 2023 DrJ Engineering, LLC Subject To Renewal 4/1/2024 Page 14 of 14 Subject To Renewal 4/1/2024 Page 5 of 14 A� 9.7 When required by regulation and enforced by the building official, also known as the authority having jurisdiction (AHJ) in which the project is to be constructed: 9.7.1 Any calculations, incorporated into the construction documents that are required to show compliance with this TER, shall conform to accepted engineering practice, and shall be approved when requirements of the pertinent regulations are met. 9.7.2 This TER and the installation instructions shall be submitted at the time of permit application. 9.7.3 This product has an internal quality control program and a third -party quality assurance program. 9.7.4 At a minimum, this product shall be installed per Section 6 of this TER. 9.7.5 The review of this TER, by the AHJ, shall be in compliance with IBC Section 104 and IBC Section 105.4. 9.7.6 This product has an internal quality control program and a third party quality assurance program in accordance with IBC Section 104.4, IBC Section 110.4, IBC Section 1703, IRC Section R104.4 and IRC Section R109.2. 9.7.7 The application of this product in the context of this TER is dependent upon the accuracy of the PP P P P Y construction documents implementation of installation instructions inspection as required b IBC Section , P P q Y 110.3, IRC Section R109.2 and any other regulatory requirements that may apply. 9.8 Design loads shall be determined in accordance with the building P Y code adopted b the jurisdiction in which the project is to be constructed and/or by the building designer (e.g., owner or RDP). 9.9 The actual design, suitability, and use of this TER, for any particular building, is the responsibility of the owner or the owner's authorized agent. 10 Identification 10.1 The product listed in Section 1.1 is identified by a label on the board or packaging material bearing the manufacturer name product name TER number, and other information to confirm code compliance. ,P P 10.2 Additional technical information can be found at fastenmaster.com. 11 Review Schedule 11.1 This TER is subject to periodic review and revision. For the most recent version visit drjcertification.org. 1 P , 11.2 For information on the current status of this TER, contact DrJ Certification. 12 Approved for Use Pursuant to US and International Legislation Defined in Appendix A 12.1 FastenMaster@ TimberLOKO Heavy Duty Wood Screw is included in this TER published by an approved agency that is concerned with evaluation of products or services maintains periodic inspection of the 9 Y P p P production of listed materials or periodic evaluation of services, and whose TER Listing states either that the material, product, or service meets identified standards or has been tested and found suitable for a specified purpose. This TER meets the legislative intent and definition of being acceptable to the AHJ. TER 1105-02 FastenMasterO TimberLOKO Fasteners to Provide Uplift & Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls Confidential Intellectual Property is protected by Defend Trade Secrets Act 2016, Subject To Renewal 4/1/2024 © 2023 DrJ Engineering, LLC Page 10 of 14 H 0 U 6 E I A L L ARCHITECTURE Christopher Clayton , Architect 7352 NE 145th Place Kenmore, WA 98028 408.666.8544 www.housecaIlarchitecture.com 12460 REGISTERED !!1 YY i _J ? I -A i v � CiF`t'ON STATE OF WASHING M Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © 2024 - HOUSECALL Architecture PLLC Project Number: 202307 APN: 20230700405800001500 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII W ftft I.- (D CV lomm L7 -111 (=/� W II- 0 U) CID Q d O -0 CU) N 'a LU O C L7 Ili O L7 111 &A a N -0 CO W 111111101111110111111 LU M Z " IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII RESUB Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUED: Permit Application 1/31/2024 1 Plan Check Revisions 4.2024 TimberLOK Technical Evaluation Report 1 Drawn BSoo y: CEC Printed: 4/22/24