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Home My WebLink AboutBLD2020-00482 Garage - BLD Inspections - 4/26/2024 ru INSPECTION CARD Mason County s 615 W. Alder St. Bldg. 8, Shelton, WA 98584 •M.1'tYiN�1� 360-427-9670 ext 352 www.co.mason.wa.us PERMIT# BLD2020-00482 PROJECT ADDRESS 260 E BLACKWELL ST ALLYN, WA 98524 PARCEL# 122205036010 PROJECT DESCRIPTION DETACHED GARAGE STOCK PLAN 2015-00031 (WITH BLD2020-00482) OWNER CEDARLAND HOMES LLC ADDRESS P O BOX 2269 PHONE 253-732-5115 CONTRACTOR ADDRESS PHONE CONTRACTOR LICENSE LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments Setback Inspection Shearwall Inspection Footing Inspection Framing Inspection Foundation Wall-Pre-Pour BLD-Final Inspection y CONCRETE MEGFLANICALL .hdilWT(JRED HWE =00ian- x� Data � Interiorikaie D �s P`t�itt� Maas tn3eriar- .,,- � Dine .67 Extnix DEL- By char-DaL- . POktt i t ica—L—a i rr. ItS(..lLhTloy Date BY 1 aL kH 1*stl L s ICI � c*ft BY FIRE DEP�ENT aeY ti�'aLs Fin= Cute C By � BY DECKS 1=�MG Date BY Data i BY PROPANE T KS ipLUMBING � . Sy pal aOTHy �igSffrfFi3P,Y� �G IR Date BY 1�y rfplt: DRYWALL � By Irk Erne —1 �m vV Date q D� ay E-lNAL INS?cC T1ON Vgafm m L+'!_ii'ie� - E•ifC v:�i2Catt>[1 5Y I2a:e By m s Pass ar Reques�j. InspecLi c Fail D �m o Sc4k nt L I � clv�c��-fta 7 ws s I g Z I-2-2- CA2 35 *j MASON COUNTY 360427-9670 Shelton ext.352 7 Belfair ext.352 COMMUNITY SERVICES 3 0-275 360-482-2 9 Elma ext. 352 µ Building, Planning,Environmental Health,Community Health • 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: -Coo 4 '2— accoa ADDRESS/LOCATION: EUO L'i Z` FINDINGS: r 0 Gr � « 2 � r S U 'k yl- y � S r rrn CAI t Ire i Y\ Items listed above must be corrected to Qain 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. NWWall 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:�J1 -�� ' Zz ❑ Please contact our office regarding possible Department: _ structural damage incurred by recent Inspector: �l , n�(f t "natural/man made" disasters.This is NOT a b CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360427-9670 Shelton ext. 352 7 Belfair ext. 352 (ip COMMUNITY SERVICES 36 60-40-275 82-2 9 Elma ext.352 Building, Planning, Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER*�)\C ?— Y( ADDRESS/LOCATION: FINDINGS• r YV ��►ln 2.2- La 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. �qZall 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: SA2-Z2. ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG 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 CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: c 2W7 -bQ ?2 q qya W ADDRESS/LOCATION: Z Fi FINDINGS: Items listed above must be corrected to gain compliance. 'PHIS 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. -��a11 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: S- a 4 ❑ Please contact our office regarding possible structural damage incurred b Department: g Y recent Inspector: C)V Y 1 "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 t 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 F 020-00482 GARAGE/ STORAGE CT DESCRIPTION: DETACHED GARAGE STOCK PLAN 2015- ISSUED: 02/04/2022 WITH BLD2020-00482)DDRESS: 260 E BLACKWELL ST ALLYN EXPIRES: 08/03/2022 PARCEL: 122205036010 APPLICANT: CEDARLAND HOMES LLC OWNER: CEDARLAND HOMES LLC P O BOX 2269 P O BOX 2269 GIG HARBOR,WA 98335 GIG HARBOR, WA 98335 253-732-5115 VALUATIONS: FEES: Paid Due U VB Utility, miscellaneous 840.00 $40,572.00 Plan Check Fee $119.40 $0.00 Technology Surcharge $14.33 $0.00 Planning Review Fee $240.00 $0.00 Building Permit Fee $597.02 $0.00 State Fee-Residential $6.50 $0.00 Planning Dept. Permit Revision $90.00 $0.00 Review Total: $40,572.00 Totals : $1,067.25 $0.00 REQUIRED INSPECTIONS Setback Inspection Shearwall Inspection Footing Inspection Framing Inspection Foundation Wall-Pre-Pour Inspection BLD-Final Inspection CONDITIONS " 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:Ariane Paysse on:02/04/2022 11:54 AM Page 1 of 5 Mason County "I f 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 GARAGE/ STORAGE BLD2020-00482 * 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. * 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. * 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/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. * 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. * 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. * 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. * 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). * 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. * 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 foundation/footing must be placed on undisturbed, firm-native soil. Printed by:Ariane Paysse on:02/04/2022 11:54 AM Page 2 of 5 Mason County Mason County - Division of Community Development f 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GARAGE/ STORAGE BLD2020-00482 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 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. 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. 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. " 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. * 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. " Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. " 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. Printed by:Ariane Paysse on:02/04/2022 11:54 AM Page 3 of 5 Mason County 4 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 GARAGE/ STORAGE BLD2020-00482 * 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 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. * All property lines shall be clearly identified at the time of foundation inspection. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * 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. * 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. * A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with the 2015 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 S2 designate GARAGE PORTAL WALLS (501)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. * Stock Plan Identification number:2015-00031 This project is approved subject to the provisions identified the Mason County Stock Plan Policy. The site plan approved by the Planning Department, red stamped approved building plans, and all attachments approved by the Mason County Building Department shall be available for the Mason County Building Inspector at each required inspection. Printed by:Ariane Paysse on:02/04/2022 11:54 AM Page 4 of 5 � . Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Eu1r�` Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GARAGE/ STORAGE BLD2020-00482 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 provisi0 of y oth r state/local law regulating construction or the performance of construction. Issued By: Contractor or Authorized Agent: ��/ Date: Z Printed by:Ariane Paysse on:02/04/2022 11:54 AM Page 5 of 5 Ho e 8/12/2022 Report # 190782R engineering inc. RE: 260 East Blackwell Allyn, WA Additional Details Garage Front Stemwall Spalling To Whom It May Concern: BLD2020-00482 I have provided the lateral and gravity load engineering for the garage at 260 E Blackwell in Allyn. a < a At the request of the builder, I have reviewed my item 5 of the Inspector's Correction Report dated 6/22/22. MASON COUNTY COMMUNITY SERVICES A= : CORRECTION/INSPECTION REPORT 7-17 ��s lft(cd•b�+x�gast he�grrxchd�tcti�roa�al�arrr: GIs ti �C?ti1Pt.f T 14 ZPTTIS -2'Cix smxnec bas ts.a 1i}(#L.+11iCY'*'ff alim*aa Cv;A?'b+rs aent ar crc;: .ea C'atlt for cc- T+'^'.!s�ccas c se sum ba:ais C .;ag mat ter.-k, �' J £nkt+: extra s.iteaeur wadi t,a of.ea Src Wo+s cc�,n. OKa_W O, )E TMS TAG p NOT REMz 3x Hodge Engineering, Inc. John E.Hodge P.E. 3733 Rosedale St NW,Suite 200,Gig Harbor,IVA 98335 (253)857-7055 1 Hod a 8/12/2022 Report# 190782R engineering inc. RE- 260 East Blackwell Allyn, WA Additional Details Garage Front Stemwall Spalling Item 5: Concrete on middle portal of garage has been damaged and exterior king studs no longer bearing on stem wall. #Y Q yyss d ' yy¢ 8!. s�Y p 4a as ! Builder Provided Pictures 5. Engineering Review and Response: r5� 5 5 D ' 16 STIi?I4 5 fold 5? Id STtaD14 5T«Ol4 D / STRAP R RV MST31 OR TOP PLATE EXTEND NEADM5)OVER PORTAL FRAME PER DETAIL 5/DI Area of Notching Hodge Engineering, Inc. John E.Hodge P.E. 3733 Rosedale St NW,Suite 200,Gig Harbor,NVA 98335 (253)85 -7055 Hodge 8,12/2022 Report # 190782R engineeringinc. RE: 260 East Blackwell Allyn, WA Additional Details Garage Front Stemwall Spalling LATOMANALYSOMW WoodWorksli>Shearwalls 11.1 Jan.16,2020 11:35:O9 Level t of 2 ..__ ..__..__. _......_.—J. _, __._ .. .. .... ...... __.._s... 2�3'4-' 180 y 777 ?, Shear Load to Portal Frame Line and Uplift TABLE 1 RECOMMENDED ALLOWABLE DESIGN VALUES FOR A SINGLE LEG OF AN APA PORTAL FRAME USED ON A RIGID-BASE FOUNDATION FOR WIND OR SEISMIC LOADING°Ar,' Allowable Design(ASD)Values Minimum Portal Maximum Portal per Frame Segment Width(in.) Height(ft) Shear*,'(Ibf) Deflection(in.) Load Factor 8 850 0.33 3.09 16 10 625 0.44 2.97 24 8 1,675 0.38 2.88 10 1,125 0,51 3.42 a.Design values are based on the use of Douglos-fir or Sovfhem pine frommg For other species of framing,multiply the obom shear design value by the spec"' gravity odtustmenI factor=(1-(0.5-SG(),where SG=specific grovdy of the ocl—I framing.This adjustment sholl neat be greatw than 1.0- b.For construction as shown in Figure 1. c-Values are for a single portal-frame segment(one vertical leg and a portion of Hie headerl.For multiple portal-frame segments,the allowable shear design values are permitted to be multiplied by the number of frame segments. d.Interpolation of design values for heights between 8 and 10 feet,and for portal widths between 16 and 24 inches,is permitted. e.The allowable shear design value is permdted to be multiplied by a factor of 1.4 for wind design. f. If story drift is not a design consideration,the tabulated design shear values are permitted to be multiplied by a tailor of 1,15. This factor is pcmtil ed to be used cumulatively with the wind design adjustment factor in Footnote le)dove. The two 2' and one 16" portal frame provide 3,100 pound of shear resistance. The design load is 1,800 pounds. The portal frame is 58% loaded at full design load. The STHD14 holdowns are 54% loaded at full design load (1.874/3500). s-toto snw•au 24s3 se,a 111 pg0/4■3114 woo wse 1''s 2a66 Iseo 1.43e 5TID14 crne.4R: 261A st sw 16 aaolaasl4 '.. 3ae6 3.e06 zees 6.666 6.065 2.665 smID Etalau 4" 391,13 to t2e0l411x3b4 3.66o a S--h01 4 .i.. e .... .. _... 2.e4o gems atao zw Ills ._. __.. .. 666 3tS 7J61nm r—u --. ta 36 to 2ga146a314 1J16 3116 366 Spalling of up to 4" is allowed with a 10% reduction in table capacity values. This spalling at the strap area appears to be over 4". Hodge Engineering, Inc. John E.Hodge P.E. 3?33 Rosedale St NW,Suite zaoo,Gig harbor,NVA 98335 (253)85 -7055 .1 *1 Hodge 8,12,2022 Report# 190782R engineeringinc. RE: 260 East Blackwell Allyn, WA Additional Details Garage Front Stemwall Spalling The spalling of the stem wall is acceptable for the portal frame and strap lateral forces. However, it is unacceptable for bearing. The builder is to fill the spalled area with concrete Jet Set or other structural repair like the Quickrete produce below. Follow all directions of the manufacturer. Note that the garage header is a portal frame extended over the portal wall. The point load from the header is spread over the portal wall and not concentrated at the spall location. w, Polymer wed S tpCTU#tAL REPAIR 4, Picture Provided by Builder 8/12/2022 Report#19078 John Hodg 3� 586 ry IST r3 Hodge Engineering, Inc. John E.Hodge P.E. J733 Rosedale St NW,Suite Zoo,Gig Harbor,WA 98335 (253)857-7o55