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BLD2021-00641 SFR - BLD Inspections - 12/26/2024
w L 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 Buildln%Planning,Environmental Health,Community Health ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2021-00641 Date Issued 0211 8/2 0 2 2 Issued By Project SFR Site Address 120 N Handicap PI Applicant GRUBB REGINA 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 Sprinkler 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 ti Z$ Groundwork Mechanical Plumbing 113 23 Tal Groundwork Gas Pipe Mechanical It s z Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Z Floor Vaulted Ceiling Z-dt*d L� AID Walls Vapor Barrier 7 /y Z2- 12 T%aoC Ck.&A, Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building 12 2(,/tf 'fr Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other / 410- Z"+CLk'' Sd(a G►a�s�- 5�- s �~c c..( afi 1 � "0, c L' u.. tL ti0 2. 3,.S ✓e5 t�t.J t w� < < < 12 2 2 5 J 1 et w-1- `1.2 2.Z MASON COUNTY 360-427-9670 Shelton ext. 352 360-275-4467 Belfair ext.352 360-482-5269 Elma ext. 352 COMMUNITY SERVICES Building, Planning, Environmental Health,Community Health 615 W. Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: 3L D262 I - oota ill ADDRESS/LOCATION: (ZP �j FINDINGS• L),Wtir'liyne,.t Luml,scr -Mt WA` - I :p� r I�•c. w�s� ��, i s q`, 4014-S Haub 15r�n 60 Iv.d 113 (A atc T Rc- IZ Sa2 .8. 1 Ct l s o Zo r c. 1-61f-S a,.,- 1 n flrtxx 43 ►'►'1�d S�c n �tc4�ancal �xc��s�- yr�� �� oJu}' �+b.S�wldt.� (� Tly►�c-- cs� l�SAtc ,PlU"Iru, wow lws- Q @ T►r►ti-d- ZY�SAc��Un To�f��5 1 Q�n.nz 5-�d l�}lnru._ �� N�� �;e�a,l+� � 7 ►'l�c.. off- �YLS,/.k��lo�l 16, _�J �l lkla-±CCc� n �.fe. 1�✓LS �t rt_ �a Au,Y 'f O 1 i�,�Ac �QarKt� T E w�. C�,)vs � plvw,to.yw, Gkks�s 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 --4%S,Iwe W aRS W 11(uj . Date: I hLz-5 ❑ Please contact our office regarding possible Department: gL D 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 COMMUNITY SERVICES 36 60-482-52 9 Elm ext. 352 360-482-5269 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: bW 2o2% -p©&yj ADDRESS/LOCATION: 12.0 u hk,,a; Crap FINDINGS• ( S / 2- Z " Ill a P l+cs b� �o•+�,C 'r"c and CoLU Sa is k0�r>T &tt P-zn^-6svapa4-&n � � ,l�sa,., Cow,-��� _ G�,�✓ 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. 2 OK to S4.4. P'64}yS m&- -Prby\44an Date: 1 1/?123 ❑ Please contact our office regarding possible Department: SLb structural damage incurred by recent Inspector: �'� "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 4) 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: 21L)2021 -00 fo`{' I ADDRESS/LOCATION: 120 ,y . k7k- ` � CJ1 FINDINGS: n;+- AO- in-6616d to, is RU su o b- Nt,I- p^z o kjiwX Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. © Make corrections, items will be checked on the next inspection. ❑ OK to Date: 7 ZG f 2 3 ❑ Please contact our office regarding possible Department: SLD structural damage incurred by recent Inspector:„ "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 MASON COUNTY 360-427-9670 Shelton ext. 352 360-275-4467 Belfair ext. 352 io 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: 9t, D Zaz l - O D (oy I ADDRESSILOCATION: 120 Al t-Io,,,�c('r'C4 p WO Z,ao,,4 FFIINY�DINrG�S• " ly) CoVA?ttr� �X�CyI►� Sr6�� lay A✓ev,Acr S4✓vc4vvc-. �fAt %A+ eu+e a5 1rt.cs. N s 4AI I a 14 ve- S 1E A c Co k 6-y s4-a l ( Covc✓ m tom✓ w& w�a4,a1�l o 4e NA �✓l7ir"l, Ct)uc✓ 5l1- l �avL e, �QSL%�- �kS l( GZyavN• 0j!{NIKa 4V a S(r c rA4 Q �- 7 3 m r r 1 s he ✓a 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. f-Make corrections, items will be checked on the next inspection. S4 OK to 113 o (;C'G `I t Date: 1 Z.Z!a-7- ❑ Please contact our office regarding possible Department: j,-D structural damage incurred by recent Inspector: .1"iZ_ "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 Mason County I ry�n• r Mason County - Division of Community Development s 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us B DD2021-00641 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: SFR ISSUED: 02/18/2022 SITE ADDRESS: 120 N HANDICAP PL HOODSPORT EXPIRES: 08/17/2022 PARCEL: 422095100057 APPLICANT: GRUBB REGINA OWNER: GRUBB REGINA 140 N HANDICAP PLACE 140 N HANDICAP PLACE HOODSPORT,WA98548 HOODSPORT,WA98548 1.253.217.5330 VALUATIONS: FEES: Paid Due R-3 VB Residential, one- 589.00 $72,847.52 Plan Check Fee $570.39 $0.00 and two-family Plumbing Base Fee $25.00 $0.00 State Fee-Residential $6.50 $0.00 Planning Review Fee $240.00 $0.00 Technology Surcharge $36.48 $0.00 Mechanical Fees $251.00 $0.00 Mechanical Base Fee $30.00 $0.00 Building Permit Fee $877.52 $0.00 Building Plan Review/Change of $125.00 $0.00 Use-Onsite Sewage Plumbing Fees $70.00 $0.00 Total: $72,847.52 Totals : $2,231.89 $0.00 FIXTURES Qty Mechanical Fixtures Qty Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Hose Bibs 1.0000 Kitchen Exhaust Hood(s) 1.0000 Bathroom Sink 1.0000 Ductless Heat Pump 1.0000 Number of Clothes Washers 1.0000 Propane Tank(s) 1.0000 Number of Dishwashers 1.0000 Wood/Gas/Pellet Stove(s) 1.0000 Number of Kitchen Sinks Printed by:Genie Mcfarland on:02/18/2022 01:28 PM Page 1 of 7 Mason County * Mason County - Division of Community Development I non• 615 W.Alder St. Bldg.8 Shelton,WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-00641 Qt-y Mechanical Fixtures Qty Plumbing Fixtures 2.0000 Spot Vent Fan(s) 1.0000 Number of Showers 4.0000 Gas Outlet(s) (1-5) 1.0000 Number of Toilets 1.0000 Number of Water Heaters and or Vent REQUIRED INSPECTIONS Setback Inspection Rough- Plumbing Inspection Footing Inspection Mechanical Inspection Underground Plumbing Insulation Inspection Slab Insulation BLD-Final Inspection Framing Inspection CONDITIONS * By definition, propane tanks and heatpumps are structures,which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. * When parcel development requires direct access to 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. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * The 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. * 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 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. * 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. Printed by:Genie Mcfarland on:02/18/2022 0128 PM Page 2 of 7 Mason County t 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 RESIDENCEBLD2021-00641 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. 1a EFFICIENT BUILDING ENVELOPE 1a: 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 UA by5%. 3db HIGH EFFICIENCY HVAC EQUIPMENT3d: Ductless Split System Heat Pumps,Zonal Control: In homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. 5b EFFICIENT WATER HEATING5b: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. 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. 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. 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. " 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. Printed by:Genie Mcfarland on:02/18/2022 01:28 PM Page 3 of 7 Mason County Mason County - Division of Community Development I�i'�-�'"�'• 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2O21-00641 * All property lines shall be clearly identified at the time of foundation inspection. * 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. * 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. * The foundation/footing must be placed on undisturbed,firm-native soil. * 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. Printed by:Genie Mcfarland on:02/18/2022 01:28 PM Page 4 of 7 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 NEW SINGLE FAMILY RESIDENCEBLD2021-00641 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. 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. 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 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. " 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. 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 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. ` 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. Printed by:Genie Mcfarland on:02/18/2022 01:28 PM Page 5 of 7 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 NEW SINGLE FAMILY RESIDENCEBLD2O21-00641 * 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. * 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). * REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. * A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained Printed by:Genie Mcfarland on:02/18/2022 01:28 PM Page 6 of 7 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 NEW SINGLE FAMILY RESIDENCE BLD2021-00641 ' Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1 Oft setback from all footing/foundations. B.)Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: - Contractor or Authorized A ent: I(IL Date:C)- is ��- 4 Printed by:Genie Mcfarland on:02/18/2022 01:28 PM Page 7 of 7 BUILDING PLANNING R311.7.11.2 Handrails of alternating tread devices. ramp.Handrail ends shall be returned or shall terminate Handrails shall be provided on both sides of alternating in newel posts or safety terminals. Handrails adjacent tread devices and shall comply with Sections to a wall shall have a space of not less than V/2 inches R311.7.8.2 to R311.7.8.6.Handrail height shall be uni- (38 mm)between the wall and the handrails. form, not less than 30 inches (762 mm) and not more than 34 inches(864 mm). 4ft' 1.7.12 Ships laddem Ships ladders shall not be used SECTION R312 as an element of a means of egress.Ships ladders shall be GUARDS AND WINDOW FALL PROTECTION permitted provided that a required means of egress stair- R312.1 Guards. Guards shall be provided in accordance way or ramp serves the same space at each adjoining level with Sections R312.1.1 through R312.1.4. or where a means of egress is not required.The clear width R312.1.1 Where required. Guards shall be provided for I at and below th handrails shall be not less than 20 inches. those portions of open-sided walling surfaces, including Exception: Ships ladders are allowed to be used as an stairs, ramps and landings, that are located more than 30 element of a means of egress for lofts,mezzanines and inches(762 mm)measured vertically to the floor or grade similar areas of 200 gross square feet(18.6 m2) or less below at any point within 36 inches(914 mm)horizontally that do not provide exclusive access to a kitchen or to the edge of the open side.Insect screening shall not be bathroom. considered as a guard. R311.7.12.1 Treads of ships ladders. Treads shall R312.1.2 Height.Required guards at open-sided walking have a depth of not less than 5 inches (127 mm). The surfaces, including stairs, porches, balconies or landings, tread shall be projected such that the total of the tread shall be not less than 36 inches (914 mm) in height as depth plus the nosing projection is not less than 8'/2 measured vertically above the adjacent walking surface or inches (216 mm). The riser height shall be not more the line connecting the nosings. than 9'/2 inches(241 mm). Exceptions: R311.7.12.2 Handrails of ships ladders. Handrails 1. Guards on the open sides of stairs shall have a shall be provided on both sides of ships ladders and height of not less than 34 inches (864 min)mea- shall comply with Sections R311.7.8.2 to R311.7.8.6. sured vertically from a line connecting the nos- Handrail height shall be uniform,not less than 30 inches (762 min)and not more than 34 inches(864 min). ings. R311.8 Ramps. 2. Where the top of the guard serves as a handrail on the open sides of stairs,the top of the guard shall be R311.8.1 Maximum slope. Ramps serving the egress not less than 34 inches(864 mm)and not more than door required by Section R311.2 shall have a slope of not 38 inches(965 mm)as measured vertically from a more than 1 unit vertical in 12 units horizontal (8.3-per- line connecting the nosings. cent slope).Other ramps shall have a maximum slope of 1 R312.1.3 Opening limitations.Required guards shall not unit vertical in 8 units horizontal(12.5 percent). have openings from the walking surface to the required Exception:Where it is technically infeasible to comply guard height that allow passage of a sphere 4 inches(102 because of site constraints,ramps shall have a slope of mm)in diameter. not more than 1 unit vertical in 8 units horizontal(12.5 Exceptions: percent). R311.8.2 Landings required. There shall be a floor or 1. The triangular openings at the open side of stair, landing at the top and bottom of each ramp, where doors formed by the riser, tread and bottom rail of a open onto ramps,and where ramps change directions.The guard, shall not allow passage of a sphere 6 width of the landing perpendicular to the ramp slope shall inches(153 mm)in diameter. be not less than 36 inches(914 mm). 2. Guards on the open side of stairs shall not have R311.8.3 Handrails required. Handrails shall be pro- openings that allow passage of a sphere 43/8 vided on not less than one side of ramps exceeding a slope inches(111 mm)in diameter. of one unit vertical in 12 units horizontal (8.33-percent R312.1.4 Exterior plastic composite guards. Plastic slope). composite exterior guards shall comply with the require- R311.&3.1 Height. Handrail height, measured above mens of Section R317.4. the finished surface of the ramp slope,shall be not less R312.2 Window fall protection. Window fall protection than 34 inches (864 mm)and not more than 38 inches shall be provided in accordance with Sections R312.2.1 and (965 nun). R312.2.2. R311.8.3.2 Grip size.Handrails on ramps shall comply R312.2.1 Window sills.In dwelling units,where the top of with Section R311.7.8.5. the sill of an operable window opening is located less than R311.8.3.3 Continuity. Handrails where required on 24 inches (610 mm) above the finished floor and greater ramps shall be continuous for the full length of the than 72 inches (1829 mm) above the finished grade or 74 2018 INTERNATIONAL RESIDENTIAL CODE"