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Home My WebLink AboutBLD2023-00427 SFR - BLD Inspections - 1/8/2025 MASON COUNTY i 615 W.Alder St.Bldg 8,SHELTON,WA 98584 COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 BELFAIR:360-275-4467,EXT 352 Building,Planning,Environmental Health,Community Health ELMA:360-482-5269,EXT 352 www.co.masolwa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection h Permit Number BLD2023-00427 Date Issued 08/24/2023 Issued By Project NEW SFR W/ATTACHED GARAGE Site Address 441 E Wildflower Ln Applicant RULE MICHAEL&BRENDA SUE Contractor KIFER CONSTRUCTION Contractor Phone 360.807.4140 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 Building Official: Community Services Designee Department Concrete Setbacks _ a Slab Footing Perimeter Point load Footing Z3 Footing Interior •Zj F-C, Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing [f/(/ZS Framing 67 1 SY Z1( Groundwork Mechanical Plumbing 2 Z8 q- ox Groundwork Gas Pipe Mechanical S z" Gas Piping Z(Zg ZK Shear Wall Nailing Underfloor Other Insulation Slab Ceiling S(k Floor Vaulted Ceiling Walls 5-2 -Z Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building / 8 ZS Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other J�U-� I..spc ion — No1- IZee�o� To, gill Iz3 1 1181zq 1ov-4 l ^"p acc MASON COUNTY 360-427-9670 Shelton ext.352 r` 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: V,b 2d2-3 - oo4zq ADDRESS/LOCATION: q q ,'irk pt'd,', (_A) FINDINGS: d SL&6 X•►sv1&,� r% An.SP"-Z A - -S 1- Rc �rr Items listed above must be corrected to gain compliance. af 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. WMake corrections, items will be checked on the next inspection. OK to Date: 5J/ll 123 ❑ Please contact our office regarding possible Department: 1 (,LD 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: ADDRESS/LOCATION: y -� �✓ FINDINGS Items listed above must be corrected to gain compliance. HIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed ab a 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: 0'- A -�� ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: T "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 SERVICES 360-482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: bup 2.o23 —oo `l 2-1 ADDRESS/LOCATION: c4olk 6 . w,td •P(m,.,�r Lam. su-,14on FINDINGS: „jS Erw n ,r•., L41�n 1 3 ��.�, is P:f4,n\rf0j i1 web L'N o4-- TrcgSe-s P, 02 — Av 1i r-�rdw fn RCA on n . 10L41 urr"4 out- Wale :St-u A rxk- AtY,s Co.v ►ti.M,u4�-..� -bOnL St_ CQV- 1',-CG 1`tJ Lvurtr Q.arl,�n M..SS �., 1--S�J a2(e t�l.cc..S.�_ ►xJ01 b�tMgsr• TJ1 "''Ctrs l _ i�S.L inS�-e.N I/�w•l.,�d on Pnr '� o� f�rl7ue6� �S ly Ft /1 'tc� V�IcjYQ n/ t7Lcs � cV t O Q r S MlG7�Nt�, l� �+� of 6 y4t c/•try aWn-,S l?roy,-j.e- a. C' Ae'. 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: q Im t Zy ❑ Please contact our office regarding possible Department: 3 LD structural damage incurred by recent "natural/man made"disasters.This is NOT a Inspector: SCE CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 INSPECTION RESULTS Pagel MASON COUNTY Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton,WA 98584 Permit Asslstante Centetl Building,Planning (360) 427-9670 ext. 352 Application# BLD2023-00427 Application Type NEW SINGLE FAMILY Owner RULE MICHAEL & BRENDA RESIDENCE SUE Parcel# 220193303020 Site Address 441 E Wildflower Ln Shelton, WA 98584 Int or Inspection Type Status Comments W v4-- 11-18-24 AMA)n-0--i ` Xblower door test required please post completed WSEC certificate with in 3' of electrical panel. see conditions pg. 5 of 7 install 90 degrees turn downs HVAC condensate drains (4)tot caulk around piping at building envelope. X. insulate all freshwater lines on water softeners. Joshua 4. Install bollard capable of withstanding 6000 lbs. of force in all directions @ Quarders BLD-FINAL INSPECTION 11/18/2024 TEMP-OCC appliances located in garage. �2"Caulk base of toilet upstairs. Please send Photos when items are complete too: JQUARDERS@ MASON COUNTYWA.GOV Temp occupancy granted 180 days NO LIFE SAFTEY ISSUES ON THIS DATE. f Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2023-00427 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE ISSUED: 08/24/2023 SITE ADDRESS: 441 E WILDFLOWER LN SHELTON EXPIRES: 02/20/2024 PARCEL: 220193303020 APPLICANT: RULE MICHAEL&BRENDA SUE OWNER: RULE MICHAEL&BRENDA SUE 153 BRIANNA CT 153 BRIANNA CT KELSO,WA 98626 KELSO,WA 98626 503-476-2253 GENERAL CONTRACTOR'S LICENSE: KIFER CONSTRUCTION License: KIFERCL823DM 1515 KRESKY AVE Expires: 03/21/2024 CENTRALIA,WA 98531 360.807.4140 VALUATIONS: FEES: Paid Due Covered Deck/Carport 640.00 $14,080.00 Mechanical Base Fee $30.00 $0.00 R-3 VB Residential, one- 3764.00 $625,125.12 Planning Review Fee $240.00 $0.00 and two-family Plumbing Base Fee $25.00 $0.00 U VB Utility, miscellaneous 529.00 $35,167.92 Plan Check Fee $2,902.51 $0.00 Plumbing Fees $113.00 $0.00 Building Plan Review/Change of $130.00 $0.00 Use-Onsite Sewage Technology Surcharge $152.56 $0.00 State Fee-Residential $6.50 $0.00 Mechanical Fees $92.00 $0.00 Building Permit Fee $4,465.40 $0.00 Total: $674,373.04 Totals : $8,156.97 $0.00 FIXTURES City 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 Printed by:Amber Selby on:08/24/2023 01:04 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 BLD2023-00427 City Mechanical Fixtures Qty Plumbing Fixtures 1.0000 Heat Pump(s) 1.0000 Number of Water Heaters and or Vent 3.0000 Spot Vent Fan(s) 2.0000 Number of Hose Bibs 2.0000 Number of Bath Tubs 2.0000 Number of Toilets 3.0000 Bathroom Sink REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough- Plumbing Inspection Slab Insulation Mechanical Inspection SLAB INSPECTION Insulation Inspection Underground Plumbing Connection has been verified by Health or Utilities Shearwall Inspection BLD-Final Inspection CONDITIONS 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. " 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). Printed by:Amber Selby on:08/24/2023 01:04 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 BLD2O23-00427 * 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 181 B-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. * 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. * 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. * The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. * 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. * 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 Printed by:Amber Selby on:08/24/2023 01:04 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 BLD2023-00427 * 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. * 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. * 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. * 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. * All property lines shall be clearly identified at the time of foundation inspection. * 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. * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at(206)357-2620, ext. 630. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED",they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site,then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * 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. * 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. Printed by:Amber Selby on:08/24/2023 01:04 PM Page 4 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 BLD2023-00427 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. * 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. * 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. * 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. * 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'/2 sheets. * 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 Title 14.28 and 14.17. Printed by:Amber Selby on:08/24/2023 01:04 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 BLD2023-00427 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. * 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. 2 Heat pump 1.3 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28, Floor R-38, Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5% 2.1 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 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 0.3 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a high efficiency fan(s)(maximum 0.35 watts/cfm), not interlocked with the furnace fan (if present). Ventilation systems using a furnace including an ECM motor are allowed if they are controlled to operate at low speed in ventilation only mode. 3.5 Air-source, centrally ducted heat pump with minimum HSPF of 11.0 4.1 All supply and return ducts located in an unconditioned attic shall be deeply buried in ceiling insulation in accordance with Section R403.3.7. For mechanical equipment located outside the conditioned space, a maximum of 10 linear feet of return duct and 5 linear feet of supply duct connections to the equipment may be outside the deeply buried insulation. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area. Air handler(s)shall be located within the conditioned space. 5.5 Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification or For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. 5 * 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. Printed by:Amber Selby on:08/24/2023 01:04 PM Page 6 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 BLD2023-00427 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. * Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, 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. * A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with the 2018 IBC, Section 1705.12.2 and Section 1707.1. The additional inspection is required when shear wall fastener spacing is required to be 4 inches or less. The shear wall schedule shown on sheet 12 designate EXTERIOR WALLS 4"OC TYPICAL with fastener spacing 4 inches or less. The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified to inspect lateral connections, the Engineer of record (EOR), or an authorized representative of the (EOR). The special inspectors duties and responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the inspection, special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton, WA 98584 and also available on site for review by the Building Official. Inspection reports shall be completed and submitted to the Mason County Building Department in a timely manner and shall be submitted prior to the framing inspection of said project. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of La As an Ordinance o erning this type of work will be complied with whether specified herein4/: -ii o t. T granting f a p r it does not presume to give authority to violate or cancel the provision y of r state/lo law gulati g construction or the performance of construction. Issued B /V — Contrac or Authorized Agent: Date: Printed by:Amber Selby on:08/24/2023 01:04 PM Page 7 of 7 } Z Y F O co J Q a U U •m TYPICAL WALL SHEATHING: 1/2" CDX PLYWOOD p U' SHEATHING W/ 8d NAILS @ 4" OC AT EDGES & 12" OC cD IN FIELD RECEI� G 0C� 3 0 2D23 TYPICAL ROOF SHEATHING: 1/2" CDX PLYWOOD SHEATHING W/ 8d NAILS @ 6" OC AT EDGES & 12" 615 w Adder Street u OC IN FIELD NOTE: ALL INTERIOR WALL FRAMING 3.5"STUDS WITH 1/2"GWB oLL BOTH SIDES. LL ALL EXTERIOR WALL FRAMING Z 5.5"GIRTS WITH 1/2'GWB 5 3 Z INTERIOR TYP. Z INTERIOR VAPOR BARRIER a = W LL Z N Y 12 ALL WINDOWS.28 U VALUE z o LL J ik 4 OR BETTER.DBL FRENCH DOORS Z "m � U o Z � .28 U VALUE. 0 a `� F > Q O ZZ K o NOTE: PLUMBING&ELECTRICAL PLAN BY OTHERS 0 0 O O Z ENGINEERED J TRUSSLLJ 9'-01, 4"T&G PLYWOOD UNDERLAYMENT NOTES: F w uj J A W/10d NAILS @ 6"OC AT 5/8"GWB @ LID TYP. o 0 0 O 26'-4 L' EDGES&10" OC IN FIELD 1/2'GWB @ WALLS TYP. I I I � ON 2x10 JOISTS @ 16" OC °� w 16 130F13 R-21 INSULATION WALLS TYP. z i a o R-30 @ CEILING TYP. a > F Z R-10 INSULATION UNDER SLAB C) m 20'-4" 2X6 DF#2 STUDS @ 24"O.C. Q a o m BETWEEN POSTS TYP.@ TACK, o LL-o ad < W/C ROOMS w ui W W 6x6 DOUG FIR POST w w w o 2X6 PERLINS 24"OC cf) cn o z � W/2X6 PERLINS 24"OC 2X8 PT TYP 9-0 SIMPSON ABU66Z O 13 OF1 4"CONCRETE SLAB V W/FIBER MESH BACKFILLED I R-10 INSUL Z W/CONCRETE UNDER SLAB LL. l 30"0 x 5'-0" 3 "x36"x 0" i 6192 A!---G!S TE R Ir D.._. 0 CONC FOOTING W/ AFiCNiTCT V #4 @ 8"OC EACH WAY r" a W 36-0" T"'"f' StJT RJ r STATE Oi� 4's`NSJ�1c GT(C,.. ALTERNATE DETAIL SHEET NUMBER rxel4F-s 411717-4. GABLE FRAME VIEW 11 OR Z/ 11 AI nll nr\/1-1/ Kl n vied QCC EWP Studio Client: Kifer Construction Date: 5/6/2024 Project: Input by: JM Simpson Strong-Tie® Address: 441 East Wildflower Lane Job Name: Rule Residence Component SolutionsT"" Shelton,WA98584 Project#: PN-2408 B2 24F V4-1.8E DF 5.500" X 15.000" - PASSED Level:Level Hole check, no repair required: 1 1 +a 0 3 11-3- 1 Hanger 2 Hanger H5 1/2" 17'3 1/2" 2 Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Moisture Condition: Dry Design Method: ASD 1 Vertical 1383 524 0 0 0 Deflection LL: 480 Building Code: IBC 2021 2 Vertical 1383 524 0 0 0 Deflection TL: 240 Load Sharing: No Importance: Normal-11 Wet Use: No Temperature: Temp—100"F Deck: Not Checked General Load Floor Live: 40 PSF Bearings Dead: 10 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 3.500" Vert 18% 524/1383 1907 L D+L Hanger Analysis Results 2- 3.500" Vert 18% 524/1383 1907 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 7912 ft4b 87 3/4" 40926 ft4b 0.193(19%) D+L L Hole Analysis Low stress Unbraced 7912 ft4b 87 3/4" 40926 ft-lb 0.193(19%) D+L L Holes Location Size Ratio Actual Allowed Shear 1602lb 15'9 1/2" 14575lb 0.110(11%) D+L L Shear H10'5" BC5" 1" J 0.047 603 12696 LL Defl inch 0.107(U1895) 87 13116" 0.423(U480) 0.253(25%) L L Moment D+L 0.24 7566 ft-lb 31538 ft-lb TL Defl inch 0.148(L/1374) 87 13/16" 0.847(U240) 0.175(17%) D+L L Horizontal location H=Horiz to center,Vertical location T=top to top Design Notes edge,B=bottom to bottom edge,BC=bottom to center,C=centered. 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Holes in GLULAM are in accordance with APA Form No.V700. 3 Fill all hanger nailing holes. 4 Girders are designed to be supported on the bottom edge only. 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 4-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 21 PLF 1 All holes are 1" dia. and located per drawings by Kifer Construction. 2 Hole continues through the bottom of the GLB: M. WAS/f/r� CERTIFICATION IS FOR DESIGN CHECK OR REPAIR Q-:A`' ONLY.EXISTING LOADS,DIMENSIONS AND FIELD •'4!P CONDITIONS INFO WAS PROVIDED BY OTHERS. :.. Manufacturer Info Deadlines Engineering Common 813 Stone Ridge Drive, KY 2 �`� O �w 40475 ..� igitallysealed 29APQNE9 Typical Section at Vertical Hole S/QNAV�4 May7,2024 EWP Studio Version 22.S2.544 Powered by iStruct-Dataset:23112401.1 EWP Studio Client: Kifer Construction Date: 5/6/2024 Simpson Strong-Tie® Project: Input by: JM Component SolutionSTM Address: 441 East Wildflower Lane Job Name: Rule Residence Shelton,WA 98584 Project#: PN-2408 B3 24F V4-1.8E DF 5.500" X 15.000" - PASSED Level:Level Hole check, no repair required: 1 1 1 Hanger 2 Hanger H5 1/2" 17' 2 Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Moisture Condition: Dry Design Method: ASD 1 Vertical 2720 855 0 0 0 Deflection LL: 480 Building Code: IBC 2021 2 Vertical 2720 855 0 0 0 Deflection TL: 240 Load Sharing: No Importance: Normal-II Wet Use: No Temperature: Temp—100"F Deck: Not Checked General Load Floor Live: 40 PSF Bearings Dead: 10 PSF Bearing Length Dir. Cap. React D/L Ib Total Ld.Case Ld.Comb. 1 - 3.000" Vert 33% 855/2720 3575 L D+L Hanger Analysis Results 2- 3.000" Vert 33% 85512720 3575 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 14569 ft-lb 8'6" 40998 ft-lb 0.355(36%) D+L L Hole Analysis Low stress Unbraced 14569 ft-lb 8'6" 40998 ft-lb 0.355(36%) D+L L Holes Location Size atio Actual Allowed Shear 2970 lb 1'6" 14575lb 0.204(20%)D+L L Shear H5'3" BC6" 1" 0.127 1614 12696 LL Defl inch 0.202(U990) 8'6" 0.416(U480) 0.485(48%)L L Moment D+L 0.391 2351 ft-lb 31593 ft-lb TL Defl inch 0.265(L 753) 8'6" 0.832(U240) 0.319(32%)D+L L Shear H9'2 1/2"BC3 1/2" 1" 0.067 855 12696 Design Notes Moment D+L .39 12351 ft-lb 31593 ft-lb 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support Horizontal location H=Horiz to center,Vertical location T=top to top may also be required at the interior bearings by the building code. edge,B=bottom to bottom edge,BC=bottom to center,C=centered. 2 Holes in GLULAM are in accordance with APA Form No.V700. 3 Fill all hanger nailing holes. 4 Girders are designed to be supported on the bottom edge only. 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. ID Load Type Location Tdb Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1 a,� 1 Uniform 8-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF '` Z Self Weight 21 PLF ` WAS/r�p� ' O&�2 Same as 132. ,9405 IC�C� FS? •,(�lgTE�,. F CERTIFICATION IS FOR DESIGN CHECK OR REPAIR (� ONLY.EXISTING LOADS,DIMENSIONS AND FIELD NpL - igitally sealed CONDITIONS INFO WAS PROVIDED BY OTHERS. - May 7,2024 Notes Handling&Installation Manufacturer Info Deadlines Engineering It Is the responsibility of the cuatorner and/or the 1.Engineered wood products must not be cut or drilled. Common 813 Stone Ridge Drive,KY contractor m ensure the component witebiny of the Damaged products Mal not be used. intended application and to verify the dimaruions end 2.Refer to the latex version of the insulation guide for 40475 loads. oonMuction detela, hole specifications,mutiple- En ineered Wind Products mernbBr connections,end handling p'id°lABR g 3.provide lateral support at bearing posda to prevent 1.Dry service conditions,unless noted otherwise Island displacement and rotstion. D E A O-J—AIL N E g 2.No treatment with nreretardent or other strength- 4.For M roof,provide proper dnlnage to prevent N , reducing chemical.. pondleg. This design is valid until 7/2 212 0 2 5 EWP Studio Version 22.52.544 Powered by i5tructnv Dataset 23112401.1 7r EWP Studio Client: Kifer Construction Date: 5/6/2024 Simpson Strong-Tie(g) Project: Input by: JM Component SolutionSTM Address: 441 East Wildflower Lane Job Name: Rule Residence Shelton,WA 98584 Project#: PN-2408 B4 24F V4-1.8E DF 5.500" X 15.000" - PASSED Level:Level Hole check, no repair required: 1 3 1 O 0 JrY 1 Hanger 2 Hanger H5 1/2" 17'1" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Moisture Condition: Dry Design Method: ASD 1 Vertical 3417 1030 0 0 0 Deflection LL: 480 Building Code: IBC 2021 2 Vertical 3417 1030 0 0 0 Deflection TL: 240 Load Sharing: No Importance: Normal-If Wet Use: No Temperature: Temp—100"F Deck: Not Checked General Load Floor Live: 40 PSF Bearings Dead: 10 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1- 3.000" Vert 41% 1030/3417 4447 L D+L Hanger Analysis Results 2- 3.000" Vert 41% 1030/3417 4447 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 18213 ft-lb 8'6 1/2" 40977 ft-lb 0.444(44%) D+L L Hole Analysis Low stress Unbraced 18213 ft-lb 8'6 1/2" 40977 ft-lb 0.444(44%) D+L L Holes Location Size ati Actual Allowed Shear 3692 lb 15'7" 14575lb 0.253(25%) D+L L Shear H8'6" BC10" 1" 0.067 850 12696 LL Defl inch 0.260(L/773) 8'6 9/16" 0.418(L/480) 0.621(62%) L L Moment D+L 0,577 8213 ft-lb 31577 fl-lb TL Defl inch 0.338(L/594) 8'6 9/16- 0.836(U240) 0.404(40%) D+L L Shear H10'7" BC4" 1" 0.121 1541 12696 Design Notes Moment D+L 0.577 8213 ft-lb 31577 ft-lb 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support Shear H10'7" BC8" 1" 0.121 1541 12696 may also be required at the interior bearings by the building code. Moment D+L .577 18213 ft-lb 31577 ft-lb 2 Holes in GLULAM are in accordance with APA Form No.V700. Horizontal location H=Horiz to Center,Vertical tion T=top to top 3 Fill all hanger nailing holes. 4 Girders are designed to be supported on the bottom edge only. edge,B=bottom to bottom edge,BC=bottom to center,C=centered. 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1. iJrlt�t, 1 Uniform 10-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF M •7 Self Weight 21 PLF 1 Same as 132. • '� 1fJ405: LU 3 Stacked 1" holes okay. p? Lu CERTIFICATION IS FOR DESIGN CHECK OR REPAIR ��•: [�/ �R ONLY.EXISTING LOADS,DIMENSIONS AND FIELD i J R,/� L igitally sealed CONDITIONS INFO WAS PROVIDED BY OTHERS. �N P- May 7,2024 Notes Handling&Installation Manufacturer Info Deadlines Engineering It is the msponsibwy of the customer and/or the 1.Engineered wood products must not be wt a drilled. Common 813 Stone Ridge Drive,KY contractor to ensure the component suitability of the Damaged products shall not be used. intended application and to verify the dimensions and 2.Refa to the latest version of the installation guide for 40475 loads. construction detads, hole speofcations. mutiple- Engineered Wood Products member connections,and handling guidesnes. 3.Provide lateral support at bearing points to prevent .._-..,,� 1.Dry service conditions,unless noted otherwise lateral dlsplecemerd and rotation. `o EA D t"1 N E S 2.No treatment with fire-retardent or other strengdH 4.For flat roof,provide proper drainage to prevent reducing chemicals. ponding. This design is valid until 7/22/2025 EWP Studio Version 22.52.544 Powered by iStruct*"Dataset:23112401.1 EWP Studio Client: Kifer Construction Date: 5/6/2024 Simpson Strong-Tie Project: InpStrong-Tie(g) Component SolutionSTM Address: 441 East Wildflower Lane Job Name: Rule Residence Shelton,WA 98584 Project#: PN-2408 B5 24F V4-1.8E DF 5.500" X 15.000" - PASSED Level:Level Hole check, no repair required: P — 1 at 10! O +a_ I- V3 OO 1 Hanger A 1111anger 5 1/2" 17' 2 Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Moisture Condition: Dry Design Method: ASD 1 Vertical 2040 685 0 0 0 Deflection LL: 480 Building Code: IBC 2021 2 Vertical 2040 685 0 0 0 Deflection TL: 240 Load Sharing: No Importance: Normal-II Wet Use: No Temperature: Temp<=100"F Deck: Not Checked General Load Floor Live: 40 PSF Bearings Dead: 10 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1- 3.000" Vert 25% 685/2040 2725 L D+L Hanger Analysis Results 2- 3.000" Vert 25% 685/2040 2725 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 11105 ft-lb 8'6" 40998 ft-lb 0.271(27%) D+L L Hole Analysis ow stress Unbraced 11105 ft-lb 8'6" 40998 ft-lb 0.271 (27%) D+L L Holes Location Size Ratio Actual Allowed Shear 2434 Ib 15'6" 14575 Ib 0.167(17%) D+L Hole Shear H9'2" BC9" 1" U34 636 12696 _LLH_ Moment D+L 1034 ft-lb 31593 ft-lb LL Defl inch 0.153(U1309) 8'6" 0.416(L/480) 0.367(37%) L L TL Defl inch 0.204(U980) 8'6" 0.832(U240) 0.245(24%)D+L L Shear H16'2" BC2 1l2" 1" 2461 12696 Moment D+L 1034 ft-lb 31593 ft-lb Design Notes Shear H15'11" BC21/2" 1" 2384 12696 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support Moment D+L 1034 ft-lb 31593 ft-lb may also be required at the interior bearings by the building code. 2 Holes in GLULAM are in accordance with APA Form No.V700. Horizontal location H=Hohz to center,Vertin T=top to top 3 Fill all hanger nailing holes. edge,B=bottom to bottom edge,BC=bottom to center,C=centered. 4 Girders are designed to be supported on the bottom edge only. 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Cons rA,l"m 1 Uniform 6-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF Self Weight 21 PLF Q ; c . Same as B2. 0&0 cc " 19405 UJ CERTIFICATION IS FOR DESIGN CHECK OR REPAIR `-r� ''C 'T&'{ CTj�' ONLY,EXISTING LOADS,DIMENSIONS AND FIELD V f Q �lIl_ G igitally sealed CONDITIONS INFO WAS PROVIDED BY OTHERS. -S`" May 7,2024 Notes Handling&Installation Manufacturer Info Deadlines Engineering It b the responsibirty of the customer and/or the t.Engineered wood products must not be cut or drilled. Common 813 Stone Ridge Drive,KY contractor to ensure the compmem s"W"ilty of the Damaged products shall not be used. n A 9 intended application and to verify the dimensions and 2.Refer to the latest version of the instaliiation guide for 40475 loads. construction details, hole specifications,multiple- Engineered Wood Products member connections,and handling guidelines. 9 a ouir a c.,H w.r a. 3.Provide sph support r beating points W prevent p D I N E S 1.Dry aervloa conditions,unbss noted otherwise lateral displacement and rotation. 2.No treatment wllh gre+atamant m other-trength- 4.For fist roof,provide proper drainage to prevent w reducing onemimis. ponding. This design is valid until 7/22/2025 EWP Studio Version 22.52.544 Powered by istruct-Dataset 23112401.1 EWP Studio Client: Kifer Construction Date: 5/6/2024 Simpson Strong-Tie® Project: Input by: JM Address: 441 East Wildflower Lane Job Name: Rule Residence Component SolutionsT"" Shelton,WA 98584 Project#: PN-2408 B6 24F V4-1.8E DF 5.500" X 15.000" - PASSED Level:Level Hole check, no repair required; 1 5- 1" holes @ 2" O/C 1 2 00000 1,3" O O 1 Hanger 2 Hanger H5 1/2" 17' " /2 2 2 Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Moisture Condition: Dry Design Method: ASD 1 Vertical 2610 828 0 0 0 Deflection LL: 480 Building Code: IBC 2021 2 Vertical 3650 1088 0 0 0 Deflection TL: 240 Load Sharing: No Importance: Normal-It Wet Use: No Temperature: Temp<=100"F Deck: Not Checked General Load Floor Live: 40 PSF Bearings Dead: 10 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 3.000" Vert 32% 828/2610 3438 L D+L Hanger Analysis Results 2- 3.000" Vert 44% 1088/3650 4738 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 17257 ft-lb 94 718" 40987 ft-lb 0.421(42%) D+L L Hole Analysis Low Stress Unbraced 17257 ft-lb 94 7/8" 40987 ft-lb 0.421(42%) D+L L Holes Location Size Ratio Actual Allowed Shear 3833lb 15'61/2" 145751b 0.263(26%) D+L L Shear H8'6" BC21/2" 1" 0.088 1119 12696 LL Defl inch 0.247(L/810) 8'8 7/8" 0.417(L/480) 0.592(59%)L L Moment D+L 0.538 17003 ft-Ib 31585 ft-lb TL Defl inch 0.323(U621) 8'8 3/4" 0.834(L/240) 0.387(39%) D+L L Shear H9'10 BC7" 1" 0.078 993 12696 1/2" Design Notes Moment D+L 0.538 17003 ft-lb 31585 ft-lb 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support Shear H10'1/2"BC7" V. 0.084 1063 12696 may also be required at the interior bearings by the building code. 2 Holes in GLULAM are in accordance with APA Form No.V700. Moment D+L 0.538 17003 ft-lb 31585 ft-lb 3 Fill all hanger nailing holes. Shear H10'2 BC7" 1" 0.089 1134 12696 4 Girders are designed to be supported on the bottom edge only. 1/2" 5 Top must be continuously laterally braced. Moment D+L 0.538 7003 ft-lb 31585 ft-lb 6 Bottom must be laterally braced at bearings. Shear H10'4 BC7" 1" 0.095 1206 12696 O&O Same as 132. Moment D+L 0.538 7003 ft-lb 31585 ft-lb plA�/ilry� Shear H10'6 BC7" 1' 0.101 1279 12696 Q 1/2" Moment D+L 0.538 7003 ft-lb 31585 ft-lb c 1n05 Shear H15'2 BC21/2" 1" 0.287 3640 12696 tU 1/2" W Moment D+L 0.538 7003 ft-lb 31585 ft-lb 'r '•; f ( ��' �� Horizontal location H=Horiz to center,Vertical location T=top to top CERTIFICATION IS FOR DESIGN CHECK OR REPAIR ONLY.EXISTING LOADS,DIMENSIONS AND FIELD igitally sealed edge,B=bottom to bottom edge,BC=bottom to center,C=centered. S/ �- CONDITIONS INFO WAS PROVIDED BY OTHERS. A May 7,2024 Notes Handling 3 Installation Manufacturer Info Deadlines Engineering It Is the responsibility of the customer and/or the 1.Engineered wood products must not be cut or drilled. Common 813 Stone Ridge Drive,KY contractor to ensure the component suaabilty a the Damaged products shall na be used. 40475 intended to and to verify the dimensions and 2.Refer to the latest-ralon of the installation guide for loads. construction detain, hale specifications,mutiple- Englneered Wood Products member connections,and handling guidelines. 3.Provide lateral support at bearing points to prevent 1.Dry service conditions,unless noted othenvles lateral dispiecement and rotation. EA D L I N E 8 2.No treatment with fir—tardant or other strength- 4.For flat .of. provide proper drainage to prevent reducing chemicals. pondlr g. This design is valid until 7/22/2025 EWP Studio Version 22.52.544 Powered by iStruct-Dataset:23112401.1 EWP Studio Client: Kifer Construction Date: 5/6/2024 To Simpson Strong-Tie® Project: Input by: JM Address: 441 East Wildflower Lane Job Name: Rule Residence Component SolutionSTM Shelton,WA 98584 Project#: PN-2408 B7 24F V4-1.8E DF 5.500" X 12.000" - PASSED Level:Level Hole check, no repair required: 1 4 1 w _ OO o o o 1 Hang r 2 Hanger 10'8 3/4" 2 1 Member Information Reactions UNPATTERNED Ib (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Moisture Condition: Dry Design Method: ASO 1 Vertical 2575 732 0 0 0 Deflection LL: 480 Building Code: IBC 2021 2 Vertical 2575 732 0 0 0 Deflection TL: 240 Load Sharing: No Importance: Normal-II Wet Use: No Temperature: Temp—100"F Deck: Not Checked General Load Floor Live: 40 PSF Bearings Dead: 10 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 3.000" Vert 31% 732/2575 3307 L D+L Hanger Analysis Results 2- 3.000" Vert 31% 73212575 3307 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 8262 ft-lb 5'4 318" 26400 ft-lb 0.313(31%) D+L L Hole Analysis Low stress Unbraced 8262 ft-lb 54 3/8" 26400 ft-lb 0.313(31%) D+L L Holes Location Size Ratio Actual Allowed Shear 2956 lb 9'5 3/4" 11660 lb 0.253(25%) D+L Hole Shear H3'8 3/4"BC1 1/2" 1" 0.133 1299 9798 _LLH_ Moment D+L 0.093 1882 ft-lb 20338 ft-lb ILL Defl inch 0.093(U1335) 5'4 7/16" 0.259(U480) 0.360(36%)L L Shear H9 3/4" BC1 1l2' 1" 0.287 2816 9798 TL Defl inch 0.120(U1039) 5'4 7/16" 0.518(U240) 0.231(23%) D+L L Moment D+L 0.093 1882 ft-lb 20338 ft-lb Design Notes Shear H10'5 BC6" 1" 0.287 2816 9798 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support 3/4" may also be required at the interior bearings by the building code. Moment D+L 0.093 1882 ft-lb 20338 ft-lb 2 Holes in GLULAM are in accordance with APA Form No.V700. Shear H10'5 BC4 1/2" 1" 0.287 2816 9798 3 Fill all hanger nailing holes. 3/4" 4 Girders are designed to be supported on the bottom edge only. Moment D+L 0.093 1882 ft4b 20338 ft4b 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. Shear H10'3 BC6" 1" 0.312 3052 9798 3/4" �N M �!t{` 1, Moment D+L 0.093 1882 ft-lb 20338 ft-lb 1 &@Same as B2. _��'wAS r Shear H10'3 BC4 1/2" 1" 0.312 3052 9798 3/4" 4 Stacked 1" holes, Moment D+L 0.093 1882 ft-lb 20338 ft-lb 19405: LC Shear H10'1 BC41/2" 1" 0.301 2952 9798 fv= 81 PSI < 265, okay ` W 3/4" Moment D+L L0M 1882 ft-4b 20338 ft-lb n '•��/ i-��`�� Horizontal location H=Horiz to center,Vertical location T=top to top CERTIFICATION IS FOR DESIGN CHECK OR REPAIRG LOADS, �i ?•. a edge,B=bottom to bottom edge,BC=bottom to center,C=centered. COO DITIONSIN FO WAS PROVIDED,DED BY OTHERS FIELDMENSIONS AND V IQ N A1, May 71 ly 2024sea�d Notes Handling&Installation Manufacturer Info Deadlines Engineering It le the responslblly of the customer and/or the 1.Englneeredwood products mutt not to cut addAed. Common 813 Stone Ridge Drive,KY contractor to ensure the compomnt suitabilityof the Damaged products shall not be used. 40475 imended appketion arch to verify the dimensions and 2.Refer to the latest version a the irattalation guide for loaft construction details. hole specifications, multiple. Engineered Wood Products member connections,and handling guidelines. 3.Provide Waral support at bearkV goads to prevent --� 1.Dry seMu contlPoons,unless noted otherwlsa lateral dispMcemeM and rotation. D E A D L I N E$ 2.No treatment wlh fir terdant a other strength- 4.For flat roof,provlda proper dmintge to luevent reducing chemicals. ponding. This design is valid until 7/22/2025 - EWP Studio Version 22.52.544 Powered by iStrurtT"Dataset 23112401.1 EWP Studio Client: Kifer Construction Date: 5/6/2024 Simpson Strong-Tie® Project: Input by: JM _- Component SolutionSTM Address441 East Wildflower Lane Job Name: Rule Residence Shelton,WA 98584 Project#: PN-2408 B8 24F V4-1.8E DF 5.500" X 12.000" - PASSED Level:Level Hole check, no repair required: 1O&O2 Same as 62. 1 1' 0 00jXnger 1 nger 2 �_45 112" 2'3" 2 Member Information Reactions UNPATTERNED Ib (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Moisture Condition: Dry Design Method: ASD 1 Vertical 270 86 0 0 0 Deflection LL: 480 Building Code: IBC 2021 2 Vertical 270 86 0 0 0 Deflection TL: 240 Load Sharing: No Importance: Normal-II Wet Use: No Temperature: Temp—100"F Deck: Not Checked General Load Floor Live: 40 PSF Bearings Dead: 10 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 3.000" Vert 3% 86/270 356 L D+L Hanger Analysis Results 2- 3.000" Vert 3% 86/270 356 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 139 ft-lb 1'1 1/2" 26400 ft-lb 0.005(1%) D+L L Hole Analysis Low stress Unbraced 139 ft-lb 1'l 1/2" 26400 ft-lb 0.005(1%) D+L L Holes Location Size Ratio Actual Allowed Shear 207 Ib V 11660 Ib 0.018(2%) D+L Hale Shear 116" BC1 1/2" 1" 0.021 204 9798 _HLL_ Moment D+L 0.004 78 ft-lb 20338 ft-lb LL Defl inch 0.000 1'1 1/2" 0.047(L/480) 0.002(0%) L L (L/309720) Shear H1'4 3/4"BC1 1/2" 1" 0.012 114 9798 TL Defl inch 0.000 11 1/2" 0.094(L/240) 0.001(0%) D+L L Moment D+L 0.004 78 ft-lb 20338 ft-lb (L/234858) Shear H1'6 3/4"BC1 1/2" 1" 0.016 155 9798 Design Notes Moment D+L 0.004 78 ft-lb 20338 ft-Ib 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support Shear H1'8 3/4"BC1 112" 1" 0.02 198 9798 may also be required at the interior bearings by the building code. Moment D+L 0.004 78 ft-lb 20338 ft-lb 2 Holes in GLULAM are in accordance with APA Form No.V700. 3 Fill all hanger nailing holes. Shear 111'10 BC1 1/2" 1" 0.025 243 9798 4 Girders are designed to be supported on the bottom edge only. 5/8" 5 Top must be continuously laterally braced. M Moment D+L 0.004 78 ft-lb 20338 ft-lb 6 Bottom must be laterally braced at bearings. N ' ' Za Shear H2'5/8" BC1 1/2" 1" 0.021 204 9798 p1 )NA Moment D+L 0.004 78 ft-Ib 20338 ft-lb Horizontal location H=Horiz to center,Vertical location T=top to top edge,B=bottom to bottom edge,BC=bottom to center,C=centered. 9405 fiLU t/ '•fi(ai�T�Q'(li..•� CERTIFICATION IS FOR DESIGN CHECK OR REPAIR �1 J•• C, DIMENSIONSONLY.EXISTING LOADS, CCONDITIONS NFO WAS PROVIDED BY OTHERS FIELD S��N •c May 71 sealed ,2024 Notes Handling&Installation Manufacturer Info Deadlines Engineering It M the reapanslblltr of dw cuatomer and/or the 1.Engineered wood producta must not be out adriled. Common 813 Stone Ridge Drive,KY oentraaor to ensure the o—panern sult.Wty of the Damaged produ t.ahal not be used..dadapptionen and to verify she dimermions and 2.Refer to the taint version of the iradaleGun guide for 40475 Ioada. oonabhMbon detain, hob epecir-Fiona.muRiple- Engineered Wood Products nbmba conneabna,and harming guideline. ".- 3.Worst Moral supt turd hot Wedng poinh M Prevent 1.Dry service mndlaena,untsea noted otherwMe Proved ae feral Pt fait t etbn. D A D L t N E 3 2.No tr nt—t with Ne"tardent a other aherpUh• 4.For flat roof,provide proper drainage to prevent :S r11 V O reducing c hemi.k. ponding. This design is valid until 7/2 212 02 5 EWP Studio Version 22.52.544 Powered by iStruct-Dataset:23112401.1 DESIGN CHECK FOR VERTICAL HOLES: 1" dia. horizontal & vertical hole 5 1/2" x 15" GLB: V = 1119#, okay by insp. "136" is worse case M = 17,003#' Fe = 2381 PSI _ SX= 137.46 in F ' = 265 PSI 5" fb= 1484 PSI Fe = (2400)(0.992) = 2381 2381 > 1484, okay 2 3/4" Section at Hole 1" dia. horizontal & vertical hole 5 1/2" x 12" GLB: V = 2816#, A = 62.75 in 2 "137" is worse case F ' = 2400 PSI f"= 2816/62.75 = 45 PSI, okay F ' = 265 PSI " S = 93.12 in X flo 243 PSI < 2400, okay 2 3/4" Section at Hole ON ' cz 19405.4/ CERTIFICATION IS FOR DESIGN CHECK OR REPAIR ... .. C,•,_ ONLY.EXISTING LOADS,DIMENSIONS AND FIELD V f r�I is igitally sealed CONDITIONS INFO WAS PROVIDED BY OTHERS. 'Y May 7,2024 CONSULTING f NGINEERS PN 2408 Date: 5-6-24 DEADLINES DEADLINEs ENGINEERING ENGINEERING 813 Stone Ridge Drive Job Name: Rule Residence Richmond, KY 40475 859-353-5917 Client Name: Kifer Construction Structural Design designs@deadlinesengineering.com Roof Truss Engineering Engineered Wood Products r m N W o W J Z Y r O TYPICAL WALL SHEATHING: 1/2" CDX PLYWOOD 0 SHEATHING W/ 8d NAILS @ 4" OC AT EDGES & 12" OC C c IN FIELD R EC N GD OC13 p 2023 TYPICAL ROOF SHEATHING: 1/2" CDX PLYWOOD SHEATHING W/ 8d NAILS @ 6" OC AT EDGES & 12" 615 W, Alder Street LL OC IN FIELD NOTE: ALL INTERIOR WALL FRAMING 3.5"STUDS WITH 1/2"GWB o ` BOTH SIDES. LL ALL EXTERIOR WALL FRAMING z 5.5"GIRTS WITH 1/2"GWB a 3 z INTERIOR TYP. Z o 0 INTERIOR VAPOR BARRIER < LL S 12 LL 2 VJ Y s ALL WINDOWS.28 U VALUE Z o LL 4 OR BETTER.DBL FRENCH DOORS o Z " a 28 U VALUE. > a o zo uj of NOTE: PLUMBING&ELECTRICAL PLAN BY OTHERS 0 o O Y Z ENGINEERED _ TRUSS � g'-0" 4"T&G PLYWOOD UNDERLAYMENT NOTES: J � W/10d NAILS @ 6"OC AT 5/8"GWB @LID TYP. 0 0 0 0 26'-4 " A EDGES&10"OC IN FIELD 1l2"GWB @WALLS TYP. j Q � 16 130F13 R-21 INSULATION @ WALLS TYP. z ! p ON 2x10 JOISTS @ 16"OC a o w J R-30 @ CEILING TYP. > F-- F- Z Lu R-10 INSULATION UNDER SLAB a' g m 20'-4" 2X6 DF#2 STUDS @ 24"O.C. a ¢ o co BETWEEN POSTS TYP.@ TACK, Q� u- F- od Q WIC ROOMS o o w &) W ' > w Y 2X6 PERLINS 24"OC 6x6 DOUG FIR POST z w w w O Ile W/2X6 PERLINS 24"OC 9 0" SIMPSON ABU66Z Z 2X8 PT TYP B O 13 OF1 4"CONCRETE SLAB V W/FIBER MESH04) BACKFILLED R-101NSUL W/CONCRETE UNDER SLAB 6192 30">?�x 5'-0" " " it EG!STERED L 3 x36 x 0 R�: �, r L. CONC FOOTING W/ ` ARCHITECT f � #4 @ 8"OC EACH WAY 1 W 36'-0" THAN SUTAN r STATE OF VVA'Hi%GT��:.: ALTERNATE DETAIL �xP� , / SHEET NUMBER GABLE FRAME VIEW 11 OR ^^A l 1—.'1/ If A l nll i -"%llnl/1A1 A