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Home My WebLink AboutBLD2021-01815 SFR - BLD Inspections - 6/11/2024 &C:r)zazc- MV115 17W6 aor?*41 x4suout- � � 5Ynh1f�' ,gs t�� t aas� ASI kr�ior Dz-ii � p rior-Daft Ex Dz � By r-INSULA r'�cisit��t�ti�-c�acs ' as 1 LAR►�SL z-�lt�t� By SIRE DEtR�EENT a,9oct i� i By DECO -i--- F-RAWNG Date BY PFO PANE TMKS PLUMBING vault � . Sy Sy � REF€ Data BY Nm int Brace mcu Daim BY Dut. BY SY ►� Fires FINAL 1�1�mtio d 5r� D-.-:e By Pass or Rues Irt I�tre IYFO Of� I Fall ey f1 ?,s ss 6.1a a z 0& �Ia� ! G•2y2�I � 14 w �(A r�su �� h� f,�-i( � �•S�Z.3 1 �Ems- I .sY.e. ,4 w�l.Tusv ( �l-zk�z3 ! .... ........ I l 615 W.Alder St. Bldg 8,SHELTON,WA 98584 MASON COUNTY COMMUNITY SERVICES SHELTON: 360-427-9670, EXT 352 BELFAIR: 360-275-4467, EXT 352 Building,Nanning,Environmental Heolth,Community lieald, 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.plA Permit Number BLD2021-01815 Date Issued 05/13/2022 Issued B Project DEMO existing Cabin and rebuild a New Cabin in the same footprint Site Address 1765 E BURGUNDY RD Applicant SINNITT ET AL C JOSEPH &PATRICIA Contractor Contractor Phone 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 Sprinklers Auto Fire Alarm Hood and Duct Other Final Building Department Building Official: Community Services Designee Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/ Runners Final Other 360-427-9670 Shelton ext.352 MASON COUNTY 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: &D 2021— 019-41S ADDRESS/LOCATION: 17kr 5 b3vAwndN Ed 444// FINDINGS:/a S v v i, s t..W( taz . ll&,,-e o r L,;s -Kest cx� t)recJ � s 1 g-x 197 t X rL ta2 44-rl . 01�--t 64-k ON / S u1444— LA (,C fie- Wd 4 r 8eAr l LAq or LeA4u- row Cvr-rek Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: ❑ Please contact our office regarding possible Department: _ structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a 01 CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 4/6/2023 Hodge eport 10661 B engineering inc. RE: 1765 E Burgundy Road Shelton, WA e)V" Sinnitt Cabin e� q,Z� Single Stud under 4x Rafters f , - e, To Whom It May Concern: have provided the lateral and gravity load engineering for the Sinnitt Cabin, located at 1765 E Burgundy Road Shelton. Engineering Requested: At the request of the builder, I have reviewed my engineering for supporting the 4x raters at 4' on center on a double top plate with single 15'tall 2x6 stud below. •� i j , FRONT ELEVATION The front is 15' tall and the rear is 9' tall. Hodge Engineering, Inc. John E.Hodge P.E. 3733 Rosedale St NW-,Suite 200,Gig Harbor,WA 95335 (253)857-7055 4/6/2023 Hodge Report # 210661 B engineeringinc. RE: 1765 E Burgundy Road Shelton, WA Sinnitt Cabin Single Stud under 4x Rafters 1 -- am limit Builder Provided Picture Engineered Repair: The 15' tall single studs are not adequate for the 4x rafter loads. The single 2x6 stud under the rafter needs to be doubled. For 9' tall walls the single stud is acceptable. Engineering calculations are attached. Hodge Engineering, Inc. .Jolin E. Hodge P. E. 3733 Rosedale St NW,Suite 200,Gig Harbor,WA 98335 (253)857-7055 4/6/2023 Hodge Report # 210661 B 9 J en ineerin inc. RE: 1765 E Burgundy Road Shelton, WA Sinnitt Cabin Single Stud under 4x Rafters The added stud may be notched on one side to accommodate electrical wires. Studs that are notched should have a Simpson HSS2 stud shoe added for bending strength. c� Za o� �a Typical HSS2 InsW,;ut n 4/6/2023 Report#2106 W John Ho ,o ' 37886 p � FCISTER�`' F' /ONA� Hodge Engineering, Inc. John E. Hodge P.E. 3733 Rosedale St NW,Suite 200,Gig Harbor,WA 98335 (253)857-7055 .IFORTEWEB MEMBER REPORT PASSED Level, Wall: Stud short 1 piece(s) 2 x 6 HF No.2 @ 16' OC Wall Height: 9' Member Height: 8'7 1/2' 0. C. Spacing: 16.00' l Design Results Actual Allowed Result LDF Load:Combination Slenderness 19 50 Passed(38%) Compression(Ibs) 2959 7300 Passed(41%) 1.15 1.0 D + 1.0 S Plate Bearing(Ibs) 2959 4383 Passed(68%) 1.0 D + 1.0 S Lateral Reaction(Ibs) 120 1,60 1.0 D +0.6 W Lateral Shear(Ibs) 108 1320 Passed(8%) 1.60 1.0 D +0.6 W Lateral Moment(ft-Ibs) 260 0 mid-span 1264 Passed(21%) 1.60 1.0 D +0.6 W Total Deflection(in) 0.13 0 mid-span 0.86 Passed(U812) 1.0 D +0.45 W +0.75 L+0.75 S Bending/Compression 0.56 1 Passed(56%) 1.15 1.0 D + 1.0 S •Lateral deflection criteria:Wind(U120) • Input axial load eccentricity for this design is 16.67%of applicable member side dimension. •Applicable calculations are based on Nos. •A bearing area factor of 1.25 has been applied to base plate bearing capacity. •A 15%increase in the moment capacity has been added to account for repetitive member usage. Supports Type Material System:Wall Top Dbl 2X Spruce-Pine-Fir Member Type:Stud Base 2X Spruce-Pine-Fir Building Code:IBC 2018 Design Methodology:ASD Drawing is Conceptual Max Unbraced Length Comments 1' Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d(0.113'x 2 1/2')(Toe) 2 N/A Base Nails 8d(0.113'x 2 1/2')(Toe) 2 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Spacing (0.90) (1.15) Comments 1-Point(lb) N/A 1403 1556 Default Load Wind Lateral Load Location Spacing (1.60) Comments 1-Uniform(PSF) Full Length 16.00' 34.9 •ASCE/SEI 7 Sec.30.4:Exposure Category(C),Mean Roof Height(33'),Topographic Factor(1.0),Wind Directionality Factor(0.85),Basic Wind Speed(115),Risk Category(II),Effective Wind Area determined using full member span and trib.width. •IBC Table 1604.3,footrrote f:Deflection checks are performed using 42%of this lateral wind load. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 4/6/2023 8:52:15 PM UTC John Hodge Hodge Engineering,Inc. Forte g WEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 (253)857-7055 File Name: 210661 - Beam Calcs_Im orted john@hodgeengineering.cOm Weycrfiaeuser p Page 1 / 1 9F01MWEB MEMBER REPORT PASSED Level, Wall: Stud 2 piece(s) 2 x 6 HF No.2 @ 16' OC Wall Height: 15' Member Height: 14'7 1/2' 0. C. Spacing: 16.00' Design Results Actual Allowed Result LDF Load:Combination { Slenderness 32 50 Passed(64%) Compression(Ibs) 2959 5929 Passed(50%) 1,15 1.0 D + 1.0 S I Plate Bearing(Ibs) 2959 7889 Passed(38%) 1.0 D + 1.0 S Lateral Reaction(Ibs) 191 1.60 1.0 D +0.6 W Lateral Shear(Ibs) 179 2640 Passed(7%) 1.60 1.0 D +0.6 W Lateral Moment(ft-Ibs) 6970 mid-span 2555 Passed(27%) 1.60 1.0 D +0.6 W j Total Deflection(in) 0.39 @ mid-span 1.46 Passed(U445) 1.0 D +0.6 W } Bending/Compression 0.67 1 Passed(67%) 1.60 1.0 D +0.45 W +0.75 L+ 0.75 S f •Lateral deflection criteria:Wind(U120) ! • Input axial load eccentricity for this design is 16.67%of applicable member side dimension. •Applicable calculations are based on NDS. •A bearing area factor of 1.125 has been applied to base plate bearing capacity. •The column stability factor(Kf=0.6)applied to this design assumes nailed built-up columns per NDS section 15.3.3.For Weyerhaeuser ELP products refer to the U.S.Wall Guide for multiple-member connection requirements. •A 15%increase in the moment capacity has been added to account for repetitive member usage. Supports Type Material System:Wall Top Dbl 2X Spruce-Pine-Fir Member Type:Stud Drawing is Conceptual Base 2X Spruce-Pine-Fir Building Code:IBC 2018 Design Methodology:ASD Max Unbraced Length Comments 1' Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails Bd(0.113'x 2 1/2')(Toe) 3 N/A Base Nails 8d(0.113'x 2 1/2')(Toe) 3 N/A • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Spacing (0.90) (1.15) Comments 1-Point(lb) N/A 1403 1556 Default Load Wind Lateral Load Location Spacing (1.60) Comments 1-Uniform(PSF) Full Length 16.00, 32.6 •ASCE/SEI 7 Sec.30.4:Exposure Category(C),Mean Roof Height(33'),Topographic Factor(1.0),Wind Directionality Factor(0.85),Basic Wind Speed(115),Risk Category(H),Effective Wind Area determined using full member span and trib.width. •IBC Table 1604.3,footnote f:Deflection checks are performed using 42%of this lateral wind load. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 4/6/2023 8:50:48 PM UTC John Hodge Hodge Engineering,Inc. ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 (253)857-7055 File Name: 210661 - Beam Calcs_Im orted john®hodgeengineering.com Weyerhaeuser p Page 1 / 1 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 CORRECTIOWINSPECTION REPORT PERMIT/CASE NUMBER: E LD 2a21 -O 16 l S- ADDRESS/LOCATION: 1-1 (e S E . ajra y,nrLu R I st"Ron FINDINGS: W ; is rook Cl C3(ee) z1 -9(070 XS$ I 4 tv 5 - o r Cow lk- CarowyA -Dr,,m Ll,,,,-3 (1) Items listed above must be corrected to lain 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 keno( p"�o% Date: S�3 I2`{ ❑ Please contact our office regarding possible Department: $LP structural damage incurred by recent Inspector: -Ck "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 INSPECTION RESULTS Page MASON COUNTY Department of Community Development 000MMUNITY SERVICES 615 W Alder St,Shelton,WA 98584 (360)427-9670 Application# BLD2021-01815 Application NEW SINGLE FAMILY RESIDENCE Application# BLD2021-01815 Type Parcel# 220362400020 Site Address 1765 E Burgundy Rd Shelton,WA 98584 6-11-24 JQ confirmed Septic is closed-the correction has been satisfied this date 5-3-24-JQ 1.Septic permit is not closed Please call Rhonda(360)427- Joshua Quarders BLD-FINAL INSPECTION PASS 9670 x581 for requirements to close permit. 2.Utility room-Insulate freshwater supply lines @ HWT- caulk or patch DW penetrations 3.Exterior-caulk around exterior T&P Drain lines(2)-Caulk at ground cable on exterior email Juarders@masoncountywa.gov OK to send photos of correction items GENERAL OBSERVATIONS AWAITING INSPECTION Description Status !Status Date 'Wye , Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us B DD2021-01815 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: DEMO EXISTING CABIN AND REBUILD A ISSUED: 05/13/2022 NEW CABIN IN THE SAME FOOTPRINT SITE ADDRESS: 1765 E BURGUNDY RD SHELTON EXPIRES: 11/09/2022 PARCEL: 220362400020 APPLICANT: SINNITT ET AL C JOSEPH & PATRICIA OWNER: SINNITT ET AL C JOSEPH & PATRICIA K EVANS;LISA,MERRI SINNIT K EVANS;LISA,MERRI SINNIT TACOMA, WA 98406 TACOMA, WA98406 253-318-7430 VALUATIONS: FEES: Paid Due R-3 VB Residential, one- 576.00 $85,438.08 State Fee-Residential $6.50 $0.00 and two-family Plan Check Fee $635.45 $0.00 Plumbing Base Fee $25.00 $0.00 Plumbing Fees $61.00 $0.00 Mechanical Fees $29.00 $0.00 Building Permit Fee $977.62 $0.00 Planning Review Fee $240.00 $0.00 Technology Surcharge $35.16 $0.00 Mechanical Base Fee $30.00 $0.00 Building Plan Review/Change of $125.00 $0.00 Use - Onsite Sewage Total: $85,438.08 Totals : $2,164.73 $0.00 FIXTURES (sty Mechanical Fixtures (3ty Plumbing Fixtures 1.0000 Spot Vent Fan(s) 1.0000 Number of Hose Bibs 1.0000 Ductless Heat Pump 1.0000 Number of Bath Tubs 1,0000 Bathroom Sink 1.0000 Number of Kitchen Sinks 1.0000 Number of Showers Printed by:Amber Selby on:05/13/2022 04:12 PM Page 1 of 7 Mason County 's Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-01815 City Plumbing Fixtures 1.0000 Number of Toilets 1.0000 Number of Water Heaters and or Vent REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough- Plumbing Inspection Foundation Wall-Pre-Pour Inspection Mechanical Inspection Slab Insulation Insulation Inspection Shearwall Inspection BLD-Final Inspection CONDITIONS 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. * 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. * 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. * 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. * 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). * 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. * 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. Printed by:Amber Selby on:05/13/2022 04:12 PM Page 2 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 ,vw Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-01815 All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * All 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 minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. * 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. * 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. * Adopted IECC/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. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * All property lines shall be clearly identified at the time of foundation inspection. Printed by:Amber Selby on:05/13/2022 04:12 PM Page 3 of 7 Mason County Mason County - Division of Community Development f 615 W. Alder St. Bldg.8 w Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2021-01815 * Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/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. 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 Section R401.3& R402.4.1.2, 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 IECC/.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 IECC/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. The Mason County Permit Center will also have some available. 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:05/13/2022 04:12 PM Page 4 of 7 Mason County Mason County - Division of Community Development I�' • ��/ 615 W. Alder St. Bldg.8 -Hi1'tdN Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2021-01815 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. * 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 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. * 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 and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. 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. * 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/d itch ing system or road way. * By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan" to ensure these structures meet the setback conditions listed. * The 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. * 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. * 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. Printed by:Amber Selby on:05/13/2022 04:12 PM Page 5 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 i/ 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-01815 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. 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 and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. 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. 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. 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. 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. " 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 S1 designate wall(s)type Mud Sill 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. Printed by:Amber Selby on:05/13/2022 04:12 PM Page 6 of 7 t. Mason County 414 z Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-01815 * Cabin to be replaced or remodeled within existing footprint, 30 ft by 30 ft per SHR2021-00026 • On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. • Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained • 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 LawsI d Ordinances governing this type of work will be complied with whether specified he$oo . he granting o� permit does not presume to give authority to violate or cancel the provisio ther state/I c I regulating construction or the performance of construction. Issued y: Contractor or Authorized Agent: - `. Date: 'S i i Printed by:Amber Selby on:05/13/2022 04:12 PM Page 7 of 7