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BLD2024-00459 SFR - BLD Inspections - 12/12/2024
615 W.Alder St. Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670, EXT 352 i4. UI COMMUNITY SERVICES BELFAIR:360-275-4467, EXT 352 Building,Planning,Environrrental 11�11h,Community 144101 ELMA:360-482-5269, EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2024-00459 Date Issued 06/07/2024 Issued B Project SFR (HILINE 2443R) Site Address 81 SE SISTER MEADOWS LN Applicant CHAKOS CALEB&JESSICA Contractor HILINE HOMES Contractor Phone 1.253.840.1849 Primary Code UPC IBC, IRC, IFC,IEC, IMC,& Type Permit Type NEW SINGLE FAMILY RESIDENCE Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.** PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Department Building Official: Community Services Designee Concrete Setbacks -2 c Slab Footing Perimeter IPoint load Footing Footing Interior p 00 Footing Decks/Porches QVJ Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing _9:' ( i Groundwork Mechanical Plumbing 0.3-Rl t Groundwork Gas Pipe Mechanical 10,-4-..°(PE Gas Piping Shear Wall Nailing Underfloor ;LD tiz zs Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls p $- '� b �ooY f� Vapor Barrier Other -9-,zv-aK Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building [ - %ZY➢ Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other f-A(� �;l?�`( /J�S�4 ,�" Exf Y�Is�I f.��l 9-��•z�{ a€c sce.��- 7-z �r_ AIL 7-3o-arc JC0fe,,-4ff MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: &D,:20D q-Cioqsj ADDRESS/LOCATION: g/ SE s►s?ER �EA�iwS C /V FINDINGS• 4-n W,Jt, . Sevt,,c arecS do -10 r7ec.4 "A'-s S72r'1 WG 4o I.P— Ce^4-re-t o n & f iS Ao4" q",tvel. �IcS`rc� CorrtU, � /VFW Car.se.r a-P 't V ALk4 f O✓'f alo love /. 81"JQ- C01'"-4 Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: ❑ Please contact our office regarding possible Department: RL40 structural damage incurred by recent Inspector: [ "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext. 352 360-275-4467 Belfair ext. 352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext. 352 Building,Planning,Fire Marshal 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: tLt>zG?" 1-pip y0 ADDRESS/LOCATION: Fl S6 .S krg7 M- "�2 Z-A/ FINDINGS• 6.<cedar -Poo k4p ¢h XhAyfor &4ai4p fao6 re e v re fo 4 .1gGrel 6 A&l Llwzyoto Af ee I(- Fefl ycC�S (bediW ExisAg A- Zb 140 J- Poc..r * Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: 7 Z Please contact our office regarding possible Department: $ structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 MASON COUNTY 360-427-9670 Shelton ext.352 ` 360-275-4467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: 902024-00 ADDRESS/LOCATION: 81 SE S117ER �JEA,r ' 4)5 i-V FINDINGS: pve4 Ge.. Q i"�"1 "7y"1 Z—j�, xl14 p�/�. — ao cce- f 6 %^ h,rV j26^1 ti/C l 44' I Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: �'.3 D'o1 ❑ Please contact our office regarding possible Department: 331-n structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 INSPECTION RESULTS Page 1 MASON couNTr Department of Community Development COMMUNM SERVICES 615 W Alder St,Shelton,WA 98584 (360)427-9670 Application# BLD2024-00459 ApP ication NEW SINGLE FAMILY RESIDENCE Application# BLD2024-00459 Ty Parcel# 319041490010 Site Address 81 SE SISTER MEADOWS LN SHELTON,WA 98584 8/20/24 NN 1.PER SHEARWALL SCHEDULE ALL SW3 WALLS REQUIRE 2 2X MEMBERS ON PANEL EDGES. CURRENTLY THESE ARE MISSING IN 2 LOCATIONS OFF OF MASTER BEDROOM.PLEASE ADD AND NAIL PER SCHEDULE. Nicole Noms SHEARWALL INSPECTION 08/20/2024 FAIL 2.PER PAGE DETAIL 12/S5.21 STRAPS ARE TO BE INSTALLED ON THE EXTERIOR WALL.AND CURRENTLY THEY ARE INSTALLED ON INSIDE AT ALL LOCATIONS. PLEASE FIX OR CONTACT E.O.R TO ADDRESS CURRENT CONDITION. CALL FOR REINSPECTION ONCE ITEMS ARE COMPLETED. Task Description.... s- GENERAL OBSERVATIONS AWAITING '. INSPECTION .......,.�..�. ,...,......_ __._.r.___,....._.,..........._......._.._.._.... Description Status Status Data _� _.W... INSPECTION RESULTS Page MASON COUNTY Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584 Pen,,t Ais,3[Jnc ce�En,,geidrg,rta,nn� (360)427-9670 ext. 352 Application # BLD2024-00459 Application Type NEW SINGLE FAMILY Owner CHAKOS CALEB & JESSICA RESIDENCE Parcel# 319041490010 Site Address 81 SE SISTER MEADOWS LN SHELTON, WA 98584 Inspector Inspection Type Date Status Comments 9-10-24 DEC INSTALLATION IS NOT COMPLETE. COMPLETE TAPING OF SEAMS AND INSTALL FURRING STRIPS PER MANUFACTURERS INSTRUCTIONS. ALSO PROVIDE MANUFACTURERS NAIL SPACING REQUIREMENTS FOR RIGID INSULATION AND SIDING MANUFACTURERS RECOMENDED SPACING FOR EXTERIOR WALL FURRING STRIPS AND NAILING PATTERNS. PER INSTRUCTIONS FURRING Drew Carlson INSULATION INSPECTION 09/10/2024 FAIL STRIP FASTENERS ARE REQUIRED TO HOLD A MAX LOAD OF 10LBS PER FASTENER WITH CLADDING. INSTRUCTIONS HAVE BEEN MARKED WHERE THESE NOTE ARE LOCATED. BACK WALL OF GARAGE HOUSE SEPERATION WILL ALSO REQUIRE RIGID INSULATION AND CAN BE INSPECTED AT A LATER DATE.GARAGE SLAB HAS JUST BEEN POURED DREW 360 490 0750 MASON COUNTY INSPECTION RESULTS Page Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St,Shelton,WA 98584 Permit Assnvn Center,auJd%Plan„mg (360)427-9670 ext.352 Application# BLD2024-00459 Application Type NEW SINGLE FAMILY Owner CHAKOS CALEB&JESSICA RESIDENCE Parcel# 319041490010 Site Address 81 SE SISTER MEADOWS LN SHELTON, WA 98584 t Inspector Inspection Type Date Status Comments ,x 10/3/24 NN 1.WINDOW STICKERS HAVE BEEN REMOVED FROM MOST WINDOWS- PLEASE PROVIDE WINDOW PURCHASE ORDER TO ENSURE WINDOW U- Nicole Norris FRAMING INSPECTION 10/03/2024 FAIL VALUES COMPLY WITH ENERGY OPTIONS SELECTED. 2.PER DETAIL ON PAGE S4.3 2X6 STUDS ARE REQUIRED UNDER GIRDER TRUSS AT BEDROOM 2.CURRENTLY ONLY 2 IN PLACE.. ITEMS WILL BE CHECKED AT NEXT INSPECTION Mason County Mason County - Division of Community Development 615 W. Alder St. ' Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov F D2024-00459 NEW SINGLE FAMILY RESIDENCE JECT DESCRIPTION: SFR (HILINE 2443R) ISSUED: 06/07/2024 ADDRESS: 81 SE SISTER MEADOWS LN SHELTON EXPIRES: 12/04/2024 PARCEL: 319041490010 APPLICANT: CHAKOS CALEB &JESSICA OWNER: CHAKOS CALEB &JESSICA PO BOX 269 PO BOX 269 SHELTON, WA 98584 SHELTON, WA 98584 1.360.490.2847 OWNER'S REP: HILINE HOMES 11306 62ND AVE EPUYALLUP,WA 98373 1.253.840.1849 GENERAL CONTRACTOR'S LICENSE: HILINE HOMES License: HILINH'983BD 11306 62ND AVE EPUYALLUP, WA 98373 Expires: 11/08/2025 1.253.840.1849 VALUATIONS: FEES: Paid Due R-3 VB Residential, one- 2443.00 $405,733.44 Building Permit Fee $3,273.76 $0.00 and two-family State Fee-Residential $6.50 $0.00 Covered Deck/Carport 463.00 $10,186.00 Planning Review Fee $240.00 $0.00 U VB Utility, miscellaneous 576.00 $38,292.48 Plumbing Fees $165.00 $0.00 Technology Surcharge $114.27 $0.00 Mechanical Base Fee $30.00 $0.00 Mechanical Fees $92.00 $0.00 Building Plan Review/Change of $135.00 $0.00 Use - Onsite Sewage Plan Check Fee $2,127.94 $0.00 Plumbing Base Fee $25.00 $0.00 Total: $454,211.92 Totals : $6,209.47 $0.00 FIXTURES Printed by:Amber Selby on:06/07/2024 03:25 PM Page 1 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2024-00459 Qty Mechanical Fixtures Qty Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Clothes Washers 1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Dishwashers 1.0000 Furnace(s) 1.0000 Number of Kitchen Sinks 1.0000 Heat Pump(s) 1.0000 Number of Water Heaters and or Vent 3.0000 Spot Vent Fan(s) 2.0000 Number of Bath Tubs 2.0000 Number of Showers 3.0000 Number of Hose Bibs 3.0000 Number of Toilets 5.0000 Bathroom Sink REQUIRED INSPECTIONS Setback Inspection Rough- Plumbing Inspection Footing Inspection Mechanical Inspection Foundation Wall-Pre-Pour Inspection Insulation Inspection Underfloor Inspection Exterior Wall Insulation Inspection Shearwall Inspection Connection is to be verified by Health or Utilities Framing Inspection BLD-Final Inspection CONDITIONS * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant one or more extension of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicate that circumstances beyond the control of the permit holder prevented action from being taken. Printed by:Amber Selby on:06/07/2024 03:25 PM Page 2 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2O24-00459 Adopted Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine -4C, Window (Max U- Factor):0.30, Skylight (Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. 4 For heating system using a heat pump that meets federal standards for the equipment listed in Table C403.3.2(2) or C403.3.2(9) or Air to water heat pump units that are configured to provide both heating and cooling and are rated in accordance with AHRI 550/590 1.2 Prescriptive compliance is based on Table R402.1.3 with the following modifications: Vertical fenestration U = 0.25 FloorR-38 Slab on grade R-10 perimeter and under entire slab. Below grade slab R-10 perimeter and under entire slab OR Compliance based on Section R402.1.5: Reduce the Total conductive UA by 15%. 2.1 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum at 50 Pascals, or for R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.25 cfm/ft2 maximum at 50 Pascals AND All whole house ventilation requirements as determined by Section M1505.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.65. To qualify to claim this credit, the building permit drawings shall specify the option being selected, the maximum tested building air leakage, and shall show the qualifying ventilation system and its control sequence of operation. 3.6 Air-source, centrally ducted heat pump with minimum HSPF 2 of 9.4 (HSPF of 11.0). A centrally ducted air source cold climate variable capacity heat pump (cc VCHP)found on the NEEP cc VCHP qualified product list with a minimum of 9 HSPF 2 (10 HSPF) may be used to satisfy this requirement. In accordance with Appendix RC, all air source centrally ducted heat pumps in Mason County shall be a cold climate variable capacity heat pump as listed on the NEEP qualified product list. * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance contact the Mason County Public Works Department prior to construction at Ext 450 * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. " All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. Printed by:Amber Selby on:06/07/2024 03:25 PM Page 3 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2O24-00459 The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. " All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. " The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor & Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415- 4000. " All property lines shall be clearly identified at the time of foundation inspection. Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan" to ensure these structures meet the setback conditions listed. When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. For more information contact Public Works, at (360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth, minimum 12 inches, shall be observed below grade in undisturbed soils. Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. Printed by:Amber Selby on:06/07/2024 03:25 PM Page 4 of 7 Mason County 40 Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2O24-00459 * Installation of heating equipment in a single-family residence shall meet the requirements of the current WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.7. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure- sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches (38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation instructions. Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be insulated to R-8 DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit documenting test results in accordance to IECC/WSEC Section R403.3.3 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles, "Duct Leakage Affidavit" or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not required if the air handler and all ducts are located within the heated space. * REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. * A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. * WIND LOADS - Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 mph with 110 mph gust factor. * Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. Printed by:Amber Selby on:06/07/2024 03:25 PM Page 5 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2O24-00459 * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Code 14.28 and 14.17. * The use, handling and storage of hazardous materials or flammable and combustible liquids is not allowed without the approval of the Mason County Fire Marshal. * All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on the elctrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient (SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Chapter 4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with WSEC Section R402.4.1.2. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 500 square feet. Reference WSEC R402.4.1.2. Compliance certificates are available online at the WSU Energy program website titled, " WSEC 2015 Certificate" and are available in '/4 or 1/2 sheets. * A minimum of 90 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted, In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. Printed by:Amber Selby on:06/07/2024 03:25 PM Page 6 of 7 . Mason County 400 Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2024-00459 * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION UNLESS OTHERWISE APPROVED. * PLN SETBACKS Front(East): 25' Sides: 20' Rear: 20' *all setbacks measured from the farthest projection of the building *subject to EH setbacks *all changes are subject to review and approval * On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. * Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations. B.) Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/ Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. he granting of a permit does not presume to give authority to violate or cancel the provisions ny her state/ cal a re ulating construction or the performance of construction. Issued y: Contractor or Authorized Agent: �`� Date: �^ Printed by:Amber Selby on:06/07/2024 03:25 PM Page 7 of 7 DuPont Performance Building Solutions oUPONT ! Installation of DuPont"' Styrofoam"' Brand XPS Insulation Products as a Water-Resistive Barrier For Single-Family Residential Buildings Products for Installation Notices This installation guide covers single-family installation procedures Styrofoam"Brand XPS Insulation Products must not contact for Styrofoam"Brand XPS Insulation Products,including: hot objects,such as chimneys,furnace and water heater Styrofoam'"Brand Residential Sheathing flues,lighting fixtures,etc. Styrofoam'"Brand Scoreboard Consult local code authority having jurisdiction(AHJ) Styrofoam'"Brand Square Edge regarding appropriate thermal and ignition barriers. Styrofoam'"Brand Tongue&Groove Helpful Hints Applications Use a utility knife and straight edge to trim the insulation board to conform to irregular wall angles,projections or Above grade wood stud single family walls. wall surfaces less than board width or height. Personal Protective Equipment(PPE) Shakes or shingles can also be applied by installing Gloves furringstrips or a plywood nailer base over the insulation and attaching the shakes or shingles in accordance with the Safety glasses manufacturer's instructions. Site Preparation & Storage Secure a'x 8'boards 12"o.c.around the perimeter and 16s Styrofoam"'Brand XPS Insulation Productss should be stored o.c.in the field or as required by the code AHJ. on a clean,flat surface in an area free from flammable or Secure 2'x 8'boards using 3 fasteners pei stud(12"o.c.)or volatile materials, as required by the code AH). Avoid reflective surfaces adjacent to the insulation.Surfaces, In locations where cap fasteners will be covered with tape like glass or polished metal,adjacent to the insulation can or flashing(e.g.,along a seam between panels),ensure that direct extra solar energy onto a horizontally placed insulation the cap fastener is fully covered. board,and excessively increase the surface temperature. DuPont Self-Adhered Flashing Products should be installed Ensure clear walk area. when air and surface temperatures are above 40'F. Installation Procedures 1. Install a code-acceptable wall bracing(e.g.diagonal metal 2. Install Styrofoam'Brand XPS Insulation Products with long strapping,let-in wood or wood structural sheathing),see edges in contact with one another and all panel edges bearing ESR-4755 for more information.If wood sheathing is used, directly on framing members or blocking.NOTE:Styrofoam' it should be covered by Styrofoam"Brand XPS Insulation Brand XPS Insulation Products may be installed horizontally Products to provide full wall insulation. or vertically.2'x 8'Styrofoam'"Brand XPS Insulation Products NOTE:Styrofoam"Brand XPS Insulation Products are not must be installed horizontally. structural panels. Installation of DuPont'" StyrofoarnT" Brand XPS Insulation Products as a Water-Resistive Barrier 3/8" 12"max. / /} • "I,; 16'max. r 3 4 3. Secure Styrofoam"Brand XPS Insulation Products using 4. Tape all insulation joints(i.e.,horizontal and vertical seams) 1"(2S.4mm)head plastic cap nails or equivalent fasteners using 3-3/4"(96 mm)wide DuPontTM Styrofoam'"Brand Tape. long enough to penetrate framing a minimum of 3/4". Fasteners should not be over-driven. NOTE:See Helpful Hints section for more information on fastening insulation boards. I I Q� 3 5 s i i Interior View 5. Tape all exterior penetrations(e.g.,pipes and dryer vents) 6. OPTIONAL:FOR INTERIOR AIR SEALING-The penetration using DuPontTM FlexWrapTM,FlexWrapT"EZ,or other rough opening can be sealed from the interior side using applicable DuPont Self-Adhered Flashing Products". Great Stuff ProT"Gaps&Cracks Polyurethane Foam Sealant, or recommended foam. 43-D101134-enNA-0324 Page 2 Installation of DuPont"' Styrofoam"" Brand XPS Insulation Products as a Weather-Resistive Barrier ✓ ✓ ✓ ✓ b ✓ ✓ 8 ✓ 7. Install window per manufacturer's installation instructions. 8. Install exterior cladding per manufacturer's instructions, NOTE:Fasteners for window installation must be long enough fastening through the insulation and into the studs.Refer to to penetrate at least 1-1/4"(31.8 mm)into the framing. 2021 IRC Section R703.3 for appropriate cladding connection methods through Foam Plastic Insulating Sheathing(FPIS). NOTE:When using DuPont Self-Adhered Flashing Products to flash an integral flanged window,refer to the Integrating DuPont Building Envelope Solutions Products with DuPont Exterior Continuous Insulation or other applicable DuPont Installation Guideline for detailed instructions. "DuPont Self-Adhered Flashing Products and DuPontTM Weathermatem Straight Flashing should be installed when air and surface temperatures are above 40'F. 0UPONT► Styrofoam- Brand For more information about DuPont Performance Building Solutions, please cat[1-833-338-7668 or visit us at bui[ding.duoont.com NOTICE.No freedom from any patent owned by DuPont or others is to be inferred.Because use conditions and applicable laws may differ from one location to another and may change with time,Customer is responsible for determining whether products and the information in this document are appropriate for Customer's use and for ensuring that Customer's workplace and disposal practices are in compliance with applicable laws and other government enactments.The product shown in this literature may not be available for sale and/or available in all geographies where DuPont is represented The claims made may not have been approved for use m all countries or regions DuPont assumes no obligation or liability for the information in this document.References to'DuPont"or the"Company-mean the DuPont legal entity selling the products to Customer unless otherwise expressly noted.NO EXPRESS WARRANTIES ARE GIVEN EXCEPT FOR ANYAPPLICABLE WRITTEN WARRANTIES SPECIFICALLY PROVIDED BY DUPONT ALL IMPLIED WARRANTIES INCLUDING THOSE OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLYEXCLUDED.The buyer assumes all risks as to the use of the material.Buyer's exclusive remedy or any claim(including without limitations. negligence,strict liability,or tort)shall be limited to the refund of the purchase price of the material.Failure to strictly adhere to any recommended procedures shall release DuPont de Nemours,Inc.,and its affiliates,of all liability with respect to the materials or the use thereof The information herein is not intended for use by non-professional designers,applicators or otherpersons who do not purchase or utilize this product in the normal course of their business. 01014 DuPont.DuPont'",the DuPont Oval Logo,and all trademarks and service marks denoted with";s",or 4 are owned by affiliates of DuPont de Nemours,Inc unless otherwise noted Grip-Decks and Thermal-Grip FastCap-are trademarks or registered trademarks of TRUFASTe Walls(formerly Rodenhouse Inch 43-D101134-enNA-0314 Applying James HardieO Siding over Continuous Insulationand Non-Nailable Substrates JANUARY 2018 The guidance and instructions provided in this technical bulletin are valid for and applicable to James Hardie®products only. James Hardie Building Products Inc.makes no warranty or representation with respect the information contained herein for any use other than with James Hardie®products,including but not limited to use with fiber cement siding products made by others or siding products made of other materials. You bear all risk associated with using any of the information contained herein in any way other than with James Hardie products,including in the design or construction of structures with fiber cement siding products made by others or siding products made from other materials. Rainscreen application for panels-James Hardie requires a 3/8 in.air gap(Rainscreens,Furring,Etc.),when installing HardiePanel on a Multi-Family/ Commercial project.Reference Rainscreen guidelines here:httos://wwwjameshardiei)ros com/Qetattachment/e4e7924b-3d85-4ddf-aaa8-eel25dc06ead/ exterior-wall-drainage-requirements.odf SCOPE This bulletin summarizes the application of Hardie@ Siding by two methods that align with the goal to improve the building's thermal envelope: • Method 1 -James HardieO Siding installed directly over continuous insulation(c.i.)and other non-nailable substrates(e.g.gypsum sheathing)with combined thickness of 1 inch or less • Method 2-James Hardie'Siding installed to furring strips that are attached through the c.i.and other non-nailable substrates(e.g.gypsum sheathing)and to wall framing Building codes are evolving and require improved building energy efficiency. The Department of Energy(DOE)is working from the code development goals below;these goals directly relate to the building's thermal envelope requirements. • US Code development goal is 30%energy efficiency improvement in 2012 IECC(relative to 2006)' • US Code development goal is 50%energy efficiency improvement in 2015 IECC(relative to 2006)' • National Energy Code for Housing,in Canada,is to have approximately 25%more efficiency and is to be included as an update to the NBC Part 9 in late 2012.2 CONTENT Method 1 Page 2 Method 2, Page 4 DISCLAIMER Page 6 Appendix A Reference Material Page 7 Table 1,James Hardie Product Installation Literature Page 7 Table 2,Siding Weight Page 7 Table 3,Softwood Furring Weight Page 7 Table 4,Design Guidance on Furring Attachment Page 8 Appendix B Worked Examples Page 9 Appendix C Background Code Requirements Page 13 ........................................................................................................................................................................................... U.S.Department of Energy,Building Technologies Program,03105/2012. http://appsl.eere.energy.gov/buildingstpublicabons/pdfs/corporate/ns/webinar_residential_energycodes_20110222.pdf 2 National Research Council Canada,03/05/2012.http://www.nrc-cnrc.gc.ca/eng/cUvl6n3/l.html 19 1 Version 4 1 PAGE 1 Method 1: Applying Hardie®Siding Directly through C.I.and Non-Nailable Substrates 1 inches thick and less: When applying James Hardie"Siding directly over the combined thickness of foam sheathing(continuous insulation)and other non-nailable substrates(e.g. gypsum sheathing),up to 1 inch thick,the foam sheathing and other non-nailable substrates do not have nail holding capacity. The basic premise of Method 1 is to extend the fastener length by the combined thickness of the non-nailable substrates being used. The fastener length accommodates the thickness of all the non-nailable substrates between the product and the wall framing and maintains the requisite net penetration of the fastener into the framing. EXTERIOR WALL COVERING ASSEMBLY 0 Sid ngfastener(nail or screw)(face or blind nail, see relevant installation instructions) James Hardle Fiber cementSlding 0 Thickness of rigid foam sheathing as required © Optional wall sheathing as required by applicable building code (e.g. gypsum sheathing, WSP, or other) 0 Wall framing per code(e,g,wood or steel studs) Consult water-resistive barrier t WRBJ manufacturer for pkacement of WR8. Figure 1: Exterior Wall Assembly for Siding applied directly over foam NOTE:/f layer E from Figure 1 above is a non-nailable substrate(e.g.gypsum sheathing),the combined thickness of layers D+E must be 1 inch or less. If greater than 1 inch see Method 2. METHOD 1 GUIDANCE Step 1: Determine the foam sheathing thickness,in inches,needed to meet the code required R-value and wall sheathing wind pressure performance requirements if not used as oversheathing. Step 2: Determine the wind load requirements for the project in accordance with the local building codes. Step 3: Determine the project's wall frame spacing and stud type Step 4: Identify relevant James Hardie Product Literature(see Table 1,page 7). Step 5: Determine the appropriate James Hardie Siding fastener for the project's wind load requirements. Wind pressure ratings information is available in the relevant ICC-ES product evaluation report or technical data sheet and can be found in the"Code Approvals"section of Table 1,page 7. Step 6: Ensure the Fasteners selected are available in the necessary length i. For wood studs: Add the combined non-nailable substrate thickness to the selected fastener length,in Step 5,and determine the appropriate fastener length needed to apply James Hardie siding directly over max 1 inch non-nailable substrates. ii. For metal studs(with screws): The length of the minimum#8 screw shall be increased as necessary to ensure it will penetrate through the metal studs,20 gauge(33 mil) minimum to 16 gauge(54 mil)maximum,by 3 full threads when applying James Hardie siding directly over max 1 inch thick non-nailable substrates;screw head diameter shall be as required from Step 5. iii. For metal studs(with knurled shank hardened pins): The length of the pin shall increased as necessary to ensure it will penetrate through the metal studs,20 gauge(33 mil)minimum to 16 gauge(54 mil)maximum,by at least�/a inch when applying James Hardie siding directly over max 1 inch thick non-nailable substrates(pin head diameter shall be as required by Step 5).Refer to fastener/tool manufacturer for fastener installation guidance for use with James Hardie@ Siding. • 19 Version PAGE 2 of 1 METHOD 1 GUIDANCE(CONTINUED) Step 7: Install the James Hardie Siding in accordance with the Product Installation Literature(see Table 1). • Attach the siding to the framing members. • Caution should be taken as irregularities and unevenness in framing,sheathing,foam and other wall assembly components,including under driven nails,can telegraph through to the finished siding and trim.These irregularities should be corrected before the siding is installed. When using continuous insulation(foam sheathing),avoid over-driving fasteners,which can result in dimpling of the siding due to the compressible nature of the foam sheathing. Extra caution is necessary if power driven fasteners are used for attaching siding over foam sheathing,make sure gun pressures are adequate to prevent overdriving fasteners. Note: We recommend performing a small siding mockup prior to installation to ensure the fastening practice and/or fastening tools are properly adjusted. Fasteners must be installed in a manner to avoid overdriving,yet snug enough to remove gaps between the connected parts. • Foam sheathing shall have a minimum compressive strength of 15 pounds per square inch(psi)in accordance with ASTM C578 or ASTM C1289. • Transfer the frame layout directly from wall framing to each attachment of the outermost non-nailable substrate or • Snap vertical chalk lines onto the outermost non-nailable substrate at each stud location after it has been installed (some foam products may be available with pre-marked fastener lines). • When installing trim on inside corners,outside corners,and around wall penetrations(e.g.windows,doors,vents),extra attention is needed to install the trim and accommodate the wall framing offset that the foam thickness creates. • If you have questions on trim layout contact James Hardie Technical Services- 1-800-942-7343. 4 PAGE 3 of 12 Method 2: Applying Hardie®Siding to Furring Installed Over Non-Nailable Substrates up to 4 inches thick: When applying James Hardie Siding to furring strips,which is applied on foam sheathing or other non-nailable substrates(e.g.gypsum sheathing)with a combined thickness up to 4 inches thick,the foam sheathing and other non-nailable substrates do not have nail holding capacity. For that reason,the designer needs to reestablish the siding's nail holding surface. When applying by this method,the nail holding substrate for the cladding is the furring strips. The basic premise of Method 2 is to reestablish the nail base overtop the foam sheathing by installing a furring that has sufficient thickness to accommodate the James Hardie@ Siding fastener. EXTERIOR WALL COVERING ASSEMBLY • QSiding fastener(nail or screw)(face or blind nail,see relevant installation instructions) Olames Hardie Fiber-cement Siding © Wood furring,WSP,or steel furring OFurring fastener © Thickness of rigid foam sheathing,as required © Optional wall sheathing,as required by applicable building code(e.g. gypsum sheathing,WSP,or other) Wall framing per code(e.g.wood or steel studs) Consult water-resistive barrier(WRB)manufacturer for placement of WRB. Figure 2: Exterior Wall Assembly for Siding applied to Furring NOTE: If layer F from Figure 2 above is a non-nailable substrate(e.g.gypsum sheathing),the combined thickness of layers E+F must be less than 4 inches. METHOD 2 GUIDANCE Step 1: Determine the foam sheathing thickness,in inches,needed to meet the code required R-value. Step 2: Determine the wind load requirements for the project in accordance with the local building codes. Step 3: Determine the project's wall frame spacing and stud type. Step 4: Identify relevant James Hardie Product Literature(see Table 1). Step 5: Determine the appropriate James Hardie Siding fastener for the project's wind load requirements.Wind pressure ratings information is available in the relevant ICC-ES product evaluation report or technical data sheet and can be found in the"Code Approvals"section of(fable 1). NOTE: The fastener length and stud type will determine the furring thickness and furring type in Step 6. Step 6: Select the appropriate furring material NOTE: the National Building Code(NBC)in Canada may contain furring(strapping)requirements that will take precedence over the guidance below. • For metal furring,The metal furring must be 20 gauge min(33 mil)to 16 gauge max(54 mil),with a dimension that satisfies the installation requirements. NOTE: When installing steel Z-girts,be sure to fasten close to the Z-girt spine when applying panel fasteners. This helps prevent deflection which can result in incomplete fastening and gaps between the panel and the furring. • For wood furring,the wood furring thickness will be dependent on the fastener selected. The wood furring thickness is equal to the net penetration of the fastener. As a best practice use wood furring that is nominally 4 inches wide.The wood furring specific gravity shall be equivalent to the reference wood stud specific gravity in the James Hardie Installation Literature or Product Evaluation Report. For cornplete,insimiation information visit C METHOD 2 GUIDANCE(CONTINUED) Step 7: Determine the(siding+furring)weight.James Hardie siding weights are found in Table 2, and softwood furring weights are found in Table 3. NOTE:the siding attachment system design is the responsibility of the design Step 8: Select the furring strip fastener size and furring strip fastener spacing necessary for wind professional. The advice given,on how loads and the system weight.(See Table 4). to build a nailable base(e.g. t inch nominal,2 inch nominal wood furring,or Step 9: Verify the furring's fastener availability,for the lengths that provide the required net minimum 20 gauge metal channels)over penetration into framing. foam sheathing and any other non-nailable substrates must be approved by the Step 10: Install the furring strips over the foam following the furring fastener manufacturer(or relevant specialists engaged for the project Foam Sheathing Coalition)installation guidance (e.g.,builder,architect or engineer).James (from Step 7 above). Hardie will not be responsible in connection with any such information or assistance. • The fastener must fully engage the framing or stud. • To help the furring installer know where the framing members are so as to attach the furring to the framing, o Transfer the frame layout directly from wall framing to each attachment of rigid foam insulation or o Snap vertical chalk lines onto the foam insulation at each stud location after foam has been installed(some foam products may be available with pre-marked fastener lines). • Install fasteners prior to utilities to avoid potential damage. • Caution should be taken as irregularities and unevenness in framing,sheathing,foam and other wall assembly components,including under driven nails,can telegraph through to the finished siding and trim.These irregularities should be corrected before the siding is installed. NOTE:James Hardie recommends performing a siding mockup prior to installation,to ensure the fastening practice and/or fastening tools are properly adjusted.Fasteners must be installed in a manner to avoid overdriving,yet snug enough to remove gaps between the connected parts.Adjust driving tools and installation practice accordingly. • Fasteners must be installed in a manner to avoid overdriving,yet snug enough to remove gaps between the connected parts.Adjust driving tools and installation practice accordingly. • Foam sheathing shall have a minimum compressive strength of 15 pounds per square inch(psi)in accordance with ASTM C578 or ASTM C1289.For applications with mineral wool insulation,please contact the mineral wool manufacturer for advice on engineering and design values regarding the furring attachment back to the structure. • When installing trim on inside corners,outside corners,and around wall penetrations(e.g.windows,doors,vents),a wider furring strip may be needed to accommodate the trim width and accommodate the wall framing offset that the foam thickness creates.If you have questions on trim layout contact James Hardie Technical Services- 1-800-942-7343. Step 11: Install the James Hardie Siding to furring strips and in accordance with the Product Installation Literature(see Table 1). • Version PAGE 5 of 12 DISCLAIMER ................................................................................................................... The guidance and instructions provided in this technical bulletin are valid for and applicable to James HardieO products only. James Hardie Building Products Inc.makes no warranty or representation with respect to use of the information contained herein for any use other than with James Hardie0 products,including but not limited to use with fiber cement siding products made by others or siding products made of other materials. You bear all risk associated with using any of the information contained herein in any way other than with James Hardie products,including in the design or construction of structures with fiber cement siding products made by others or siding products made from other materials. All national,state,and local building code requirements must be followed,and where they are more stringent than the James Hardie product installation requirements,state and local requirements will take precedence. Current and detailed information on James Hardie product applications are found at http://wwvv.jameshardie.com. With regards to design advice:Any information or assistance provided by James Hardie in relation to specific projects must be approved by the relevant specialists engaged for the project,e.g.,your builder,architect or engineer.James Hardie will not be responsible in connection with any such information or assistance. It is the responsibility of the licensed architect,designer,specifier or builder to ensure that the construction details are suitable for the intended application of the project. The responsible party shall also identify moisture related risks associated with any particular building design. The wall construction design must effectively manage moisture and provide consideration to wind driven rain,wall penetrations or artificially heated and cooled spaces. 4=r , i i lmil�itin i inform-ifinr,visit USTB 19 1 Version 4 1 PAGE 6 of 12 JamesHardle JamesHardiePros.com TABLE A.1: JAMES HARDIE PRODUCT LITERATURE PRODUCT SUBJECT MATTER LINK HardiePlane Lap Siding, Install Instructions https://www.jameshardiepros.com/Install-and-Tech-Docs/BrowseAlI HardiePanel�Siding, Best Practice Guides https://www.jameshardiepros.com/Install-and-Tech-Docs/BrowseAll HardieShingle"Siding Code Approvals https://www.jameshardie.com/product-supporUresource-center/technical-documents Cemplankl�'Siding, Install Instructions http://www.cemplank.com/installation.shtml Cempanel"Siding Code Approvals https://www.jameshardie.com/product-supporUresource-center/technical-documents PrevailTm Lap Siding, Install Instructions http://www.prevailsiding.com/ PrevailTM Panel Siding Code Approvals https://www.jameshardie.com/product-support/resource-center/technical-documents Artisan'Lap Siding,Artisan'"Siding Install Instructions I https://www.aspyredesign.com/techdocs with Lock Joint System I Code Approvals I https://www.aspyredesign.com/techdocs For questions contact: James Hardie Technical Services-1-800-942-7343 TABLE A.2: JAMES HARDIE SIDING WEIGHT PRODUCT THICKNESS(INCHES) POUNDS PER SQUARE FOOT' HardieShingle''Siding 1/4 1.9 HardiePlanr Siding 5/16 2.5 HardiePanelcc'Siding 5/16 2.3 CemplanV Siding 5/16 2.5 Cempanel"I Siding 5/16 2.3 PrevailTm Lap Siding 5/16 2.5 PrevailTM Panel Siding 5/16 2.3 Artisan,Lap Siding 5/8 4.6 Artisan"-Siding with Lock Joint System 5/8 4.6 HardieTrim-Boards 3/4 4.4 HardieTrim"'Boards 1 7.1 Artisan-Accent Trim 1-1/2 8 TABLE A.3:SOFTWOOD FURRING WEIGHT' NOMINAL SIZE ACTUAL SIZE FURRING WEIGHT CONTRIBUTION AT SPACING (in x in) (in x in) (mm x mm) Weight 16 in.OC 24 in.OC (lb/ft)1 (psfI (W 1 x 1 3/4 x 3/4 19 x 19 0.14 0.11 0.07 1 x 2 3/4 x 1 1/2 19 x 38 0.27 1 0.20 0.14 1 x 3 3/4 x 21/2 19 x 64 0.47 0.35 0.24 1 x 4 3/4 x 3112 19 x 89 0.64 0.48 0.32 1 x 6 3/4 x 5112 19 x 140 1 0.75 0.50 1 x 8 3/4 x 71/4 19 x 184 1.32 0.99 0.66 2 x 2 11/2x1112 38x38 0.55 0.41 0.28 2 x 3 1 1/2 x 2112 38 x 64 0.94 0.71 0.47 2 x 4 1 1/2 x 31/2 38 x 89 1.28 0.96 0.64 2 x 6 11/2x5112 38x140 1 2 1.50 1.00 2 x 8 1 1/2 x 71/4 1 38 x 184 2.64 1 1.98 1 1.32 The Engineering ToolBox,03/05/2012, htt)://www.engineedngtoolbox.com/softwood-lumber-dimensions-d_1452.html USIB • Version I PAGE 7 of JamesHardie JamesHardiePros,com TABLE A.4: DESIGN GUIDANCE ON FURRING ATTACHMENT FOR JAMES HARDIE@ SIDING FURRING FURRING FRAMING FURRING COMPANY/ TYPE THICKNESS MEMBER FASTENER TYPE PHONE EMAIL TECHNICAL REPORTS' (INCHES) HeadLokTm Heavy Duly Flathead FastenMaster/ infoQfastenmaster.com TER 1009-01 HeadLOK Rigid 1-800-518-3569 Foam to Wood Framing Minimum 2X wood Fastener, Nails,wood screws, lag screws Minimum 3/4 Minimum 20 gauge TER 1303-04 Attachment of (33 mil)Steel Stud Screws Foam Sheathing http://www.foamsheathing.org/ Exterior Wall Coverings Through Coalition contactus.php Foam Plastic Insulating Sheathing (FPIS)to Wood or Steel Wall Framing. Minimum 18 gauge Screws (43 mil)steel stud Minimum 20 gauge Minimum TER 1303-04 Attachment of Exterior 20 gauge (33 mil)steel stud Screws Foam Sheathing http://www.foamsheathing.org/ Wall Coverings Through Foam Plastic (33 mil) Coalition contactus.php InsulatingSheathing(.FPIS)to Wood or Metal steel hat Minimum 18 gauge Steel Wall Framing. (43 mil)steel stud 18 gauge Knight Wall Systems GALVALUME see manufacturer Various / 1-855-597-9255 info@knightwallsystems.com "Installation Instructions" Consult manufacturer for most recent literature and design guidance. z HeadLokTM is a trademark of OMG,Inc.Copyright 02011 OMG,Inc.All rights reserved. JamesHardie APPENDIX B—WORKED EXAMPLES 13.1 Worked Example by Method 1 —(This would apply to any scenario where the combined thickness of non-nailable substrates added together is 1-inch or less.) Consider the case where installing direct to foam sheathing is used,and the project details are listed as follows: • Climate Zone:5 • Residential Wood Frame Construction • Required Wall R-value(2009 IECC)at R-19 or R-13+5ci • 5/16 in.thick HardiePlank®Lap Siding at 8.25 in.width • Wall stud spacing at 16 in.on center with SPF stud type • Design wind speed at 1 OOmph,for wind exposure category B,project mean roof height at 30ft. Solution The designer shall choose R-15+5ci to comply with code thermal envelope and follow the steps, Step 1: to meet R-5 requirement for continuous insulation the foam insulation shall consist of 1 inch polyisocyan u rate or 1 in.extruded polystyrene(refer to foam sheathing manufacturer's data). Also verify foam sheathing wind pressure resistance,consult with foam sheathing manufacturer, Step 2: wind load is 100mph,Category B,30 ft mean roof height, Step 3: refer to James Hardie Literature(fable 1) Step 4: find assembly that meets wind load requirements,as listed in ESR-2290,to cover 24 inch on center framing and building height 30 feet. Note that the fastener length in ESR is 2 inches long, ESR-2290 1 Most Widely Accepted and Trusted Page 13 of 16 TABLE 4—MAXIMUM WIND SPEED(mph)3(Continued) PRODUCT STUD BUILDING EXPOSURE IN FASTENER FASTENING i CATEGORY PRODUCT f ) TYPE METHODS FRAME TYPE SPACING HEIGHT THICK. WIDTH (IN.) (FTJ B I C D IF0*0 Nailed 0-15 107 97 88 Through top 20 107 84 86 edge of pkanh - Step 5: for installation of HardiePlank®with wood studs,add the foam thickness of 1 inch to the suggested fastener length. Therefore a total length of 3 inch long x 0.093 inch shank x 0.222 inch head diameter siding nail is the appropriate fastener needed to apply James Hardie siding over foam sheathing,in this example.Consult with fastener manufacturer to find the fastener in needed. For example,the above referenced fastener information is available at http://www,mazenails.com Stock q 111bI-rs Gauge Price PLAIN Shank Per Carton3200fCN4CEN113 2" .235 $125.38 3206JCN_ � s14_a.968. 235 _F ■._-.1pCEt1337 21/2" i 9 —.235 3200fG71t $147.25 - ---- - r ---- g ,t195 ,235 2400IC7N � 3136.65 NOTE:a longer fastener is acceptable,as long as the head bearing area,shank diameter,and net penetration in to timber are at least the same as the fastener listed in the relevant approvals section. Step 6: install HardiePlankO siding in accordance with Installation Instructions and other supporting literature. • To help the siding installer know where the framing members are so as to attach the siding to the framing, o Transfer the frame layout directly from wall framing to each attachment of rigid foam insulation or o Snap vertical chalk lines at each stud location after foam has been installed. • Foam sheathing shall have a minimum compressive strength of 15 pounds per square inch(psi)in accordance with ASTM C578 or ASTM C1289. • When installing trim on inside corners,outside corners,and around wall penetrations(e.g.windows,doors,vents),extra attention is needed to install the trim and accommodate the wall framing offset that the foam thickness creates ....................................................................................................................................................................... B.2 Worked Example by Method 2—(This would apply to any scenario where the combined thickness of non-nailable substrates added together is greater than 1-inch but equal to or less than 4-inches.) Consider the case where furring on foam sheathing is used,and the project details are listed as follows: • Climate Zone:6 • Residential Wood Frame Construction • Required Wall R-value(2009 IECC)at R-20+5ci or R-13+10ci • 5/16 in.thick HardiePlank Lap Siding at 8.25 in.width • 2x4 wall stud spacing at 16 in.on center with SPF stud type • Design wind speed at 110mph;for wind exposure category B,project mean roof height at 40ft. Solution The designer shall choose R-13+10ci to comply with code thermal envelope in 2x4 construction and follow the steps, Step 1: to meet R-10 requirement for continuous insulation the foam insulation shall consist of 2 inch extruded polystyrene or 1.55 inch polyisocyanurate or 2.5 expanded polystyrene(refer to foam sheathing manufacturer's data), Step 2: wind load is 110mph,Category B,40 ft mean roof height, Step 3: project requires 16 inch on center SPF wood studs Step 4: refer to James Hardie Literature(fable 1), Step 5: find assembly that meets wind load requirements,as listed in ESR-2290,to cover 16 inch on center framing and building height 40 feet. Normally,the shortest fastener is preferred since the fastener length will control the furring thickness. ESR-22901 Most Widely Accepted and Trusted Pape 9 of 16 TABLE 4—MAXIMUM WIND SPEED(mphf(Conrinued) PRODUCT FASTENER FASTENING STUD BUILDING EXPOSURE PRODUCT (IN.) FRAME TYPE' SPACING HEIGHT CATEGORY THICK. WIDTH Type METHOD' (IN.) (FT.) B I C D 0-15 127 115 105 — 20 127 112 102 IR 104 96 edge of plank 100 93 100 CA - - Step 6: select furring material,with specific gravity in accordance with ESR-2290,spaced at 16 in.on center, aligned with wall framing. NOTE:The National • The fastener is 1.25 inches long,no.11 ga roofing nail,blind nailed, Building Code(NBC)in • Fastener achieves 0.75 inches of net penetration into wood stud Canada may contain furring(strapping) o Nail length=1.25 in.,Plank thickness=0.313 in.. requirements that will o Paper thickness=0.063 in.,Stud/plank gap=0.125 in.. take precedence over the guidance above. o Net Penetration=1.25-0.313-0.063-0.125. • Furring must be a minimum of 0.75 in.thick to achieve the same values as listed in ESR-2290. Furring is therefore 1 x4 nominal(3/4 x 3.5 actual). Step 7: determine assembly weight of siding and furring from Table 2 and Table 3, • HardiePlank Lap Siding=2.5 Ib/sgft, • 3/in.furring x 3.5 in.wide=0.48 Ib/ft • Total weight is 2.98 Ib/sqft Step 8: select furring strip fastener size and the system weight(see Table 4), • In this design example nominal 1 inch by 4 inch wood furring is required. This example uses the FastenMaster HeadLokTm Fastener to attach the furring through the foam and into the wall studs.Review TER No.1009-01 (fable 4,page 8),it shows that 24 inch on center fastener spacing is adequate for this example project's wind load,(siding+furring)weight and furring spacing., Step 9: TER No.1009-01 Table 2 requires the HeadLok Fastener penetrate 2 inches into the wood stud Therefore the length of HeadLok Fastener needed is(0,75 in.furring+2 in.foam+2 in.net penetration) =4.75 inches.HeadLok Fasteners are not offered in 4.75 inch lengths so default to the next size up,in this case a 5 inch HeadLok Fastener Step 10:install furring strips over the foam following FastenMaster installation guidance. • The fastener must fully engage the framing or stud, • Furring must attach to framing, o Transfer the frame layout directly from wall framing to each attachment of rigid foam insulation or, o Snap vertical chalk lines at each stud location after foam installation • Fasteners must be installed in a manner to avoid overdriving,yet snug enough to remove gaps between the connected parts and maintain a planar(non-wavy)surface for connection. • Foam sheathing shall have a minimum compressive strength of 15 pounds per square inch(psi)in accordance with ASTM C578 or ASTM C1289.For applications with mineral wool insulation,please contact the mineral wool manufacturer for advice on engineering and design values regarding the furring attachment back to the structure. • When installing trim on inside corners,outside corners,and around wall penetrations(e.g.windows,doors,vents),a wider furring strip may be needed to accommodate the trim width and accommodate the wall framing offset that the foam thickness creates. If you have questions on trim layout contact James Hardie Technical Services 1-800-942-7343 Step 11: install HardiePlank siding in accordance with Installation Instructions and other supporting literature. PAGE 11 of 12 APPENDIX C—BACKGROUND CODE REQUIREMENTS Figure 1,IECC Climate Zones, - Dry(113) Moist(A) Marine:C. j 4 4 �; 1 Www Nrw M of 44.1% 2 0acph rt is 01. �c %mat Drees. Am'+see. E vu.w R4a. 1 J Figure D.1: IECC Climate Zone CLIMATE ZONE 2006 IECC 2009 IECC 2012&2015 IEEC 1 R-13 R-13 R-13+R-3.8ci or R-20 2 R-13 R-13 R-13+R-3.8ci or R-20 3 R-13 R-13 R-13+R-3.8ci or R-20 Residential,Wood Frame 4 except marine R-13 R-13 R-13+R-3.8ci or R-20 Wall R-value 5 and marine 4 R-19 or 13+5 R-19 or 13+5 R-13+R-7.5ci or R-20+R-3.8ci 6 R-19 or 13+5 R-19 or 13+5 R-13+R-7.5ci or R-20+R-3.8ci 7 R-21 R-21 R-13+R-7.5ci or R-20+R-3.8ci 8 R-21 R-21 R-13+R-15.6ci or R-20+R1 Oc 1 R-13 R-13 R-13+R-5ci 2 R-13 R-13 R-13+R-5ci 3 R-13 R-13 R-13+R-7.5ci Non-Residential,Metal 4 except marine R-13 R-13+R-7.5 ci R-13+R-7.5ci Frame Wall R-value 5 and marine 4 R-13+R-3.8ci R-13+R-7.5 ci R-13+R-7.5ci 6 R-13+R-3.8ci R-13+R-7.5 ci R-13+R-7.5ci 7 R-13+R-7.5ci R-13+R-7.5 ci R-13+R-7.5ci 8 R-13+R-7.5ci R-13+R-7.5 ci R-13+R-7.5ci Table D.1: Summary of IECC Wall R-values(refer to IECC for actual wall R-values) NOTE: :other R-value combinations are possible by way of the u-value performance procedure in the IECC. Failure 1 install and finish this product 1 1. Additional1 1Product applicable building 11' 1 James Hardieapplication instructi1 Information .1 - at JamesHardiePros.com may affect system performance, 1late local building 11- / 1 the relationproduct-only warranty and lead to personal injury. (& JamesHardie Any information or assistance provided by James Hardie 1.866.442.7343 1 jameshardiepros.com in /specific projects 1•approved by the relevant specialists 0 2018 James Hardie Building Products,Inc,All Mhts reserved.TIVI,SM,and 0 engaged for the project eg.builder,architect or engineer, James Hardie will denote trademaft or registered trademaft of James Hardie Technologly Limited. not 1• responsible in connection1 . 1 or assistance. 1 1 1/18 USTB 19 1 VersionPAGE of 12