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BLD2021-00099 SFR - BLD Inspections - 4/4/2024
INSPECTION CARD Mason County N 615 W. Alder St. Building 8, Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov PERMIT# BLD2024-00728 PROJECT ADDRESS 841 E STADIUM BEACH RD WEST GRA, WA 98546 PARCEL# 221135000044 PROJECT DESCRIPTION Installation of a new ductless heat pump OWNER ADDRESS PHONE CONTRACTOR GINTZ HEATING &AIR LLC ADDRESS P 0 BOX 275 PHONE 1.360.710.4000 CONTRACTOR LICENSE GINTZHA8287C LENDER INSPECTION I INSP I DATE Comments INSPECTION INSP I DATE Comments Mechanical/Plumbing Final ITZC1-7-10-Zlf n t Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2024-00728 MECHANICAL - RESIDENTIAL PROJECT DESCRIPTION: INSTALLATION OF A NEW DUCTLESS ISSUED: 06/17/2024 HEAT PUMP SITE ADDRESS: 841 E STADIUM BEACH RD WEST GRA EXPIRES: 12/14/2024 PARCEL: 221135000044 APPLICANT: HOOVER MARY R OWNER: 841 E STADIUM BEACH RD WEST GRAPEVIEW,WA 98546 CONTRACTOR: GINTZ HEATING&AIR LLC P O BOX 275ALLYN,WA 98524 1.360.710.4000 GENERAL CONTRACTOR'S LICENSE: GINTZ HEATING &AIR LLC License: GINTZHA8287C P O BOX 275ALLYN,WA 98524 Expires: 10/03/2024 1.360.710.4000 FEES: Paid Due State Fee-Residential $6.50 $0.00 Mechanical Fees $19.00 $0.00 Final Inspection $80.00 $0.00 Technology Flat Convenience $5.00 $0.00 Fee Mechanical Base Fee $30.00 $0.00 Totals : $140.50 $0.00 FIXTURES (�yt Mechanical Fixtures 1.0000 Ductless Heat Pump REQUIRED INSPECTIONS Printed by:Anna Schaffran on:06/18/2024 08:13 AM Page 1 of 3 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MECHANICAL - RESIDENTIAL BLD2024-00728 Mechanical/Plumbing Final Inspection CONDITIONS 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 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. * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION UNLESS OTHERWISE APPROVED. * All furnace installations shall meet the minimum efficiencies set forth in the current edition of the Washington state energy code (WSEC). any portion of the mechanical system that is altered or replaced shall meet the minimum standards set forth in the WSEC and international mechanical code. * 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. * 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. * 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. * The demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air Agency (ORCAA). It is unlawful for any person to cause or allow the demolition (or major renovation)of any structure unless all asbestos containing materials have been identified and removed from the area to be demolished. Work shall not commence on an asbestos project or demolition project unless the owner or operator has obtained written approval from ORCCA.2490 B Limited Lane NW, Olympia WA 98502, 360.586.1044/800.422.5623 www.orcaa.org * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant one or more extension of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicate that circumstances beyond the control of the permit holder prevented action from being taken. Printed by:Anna Schaffran on:06/18/2024 08:13 AM Page 2 of 3 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncoun"a.gov MECHANICAL - RESIDENTIAL BLD2024-00728 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: ;,,,; e> Contractor or Authorized Agent: lovv ` Date: Printed by:Anna Schaffran on:06/18/2024 08:13 AM Page 3 of 3 INSPECTION CARD Mason County 615 W. Alder St. Building 8, Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov PERMIT# BLD2024-00138 PROJECT ADDRESS 1330 W Highland Rd Shelton, WA 98584 PARCEL# 520241200020 PROJECT DESCRIPTION To add a larger volume propane tank to service the barn on-site. Specically to feed a water heater located inside the building. OWNER HILTON JAX& BECKY ADDRESS 8679 S CEDAR ST PHONE CONTRACTOR ACME FUEL CO ADDRESS PO BOX 7009 PHONE 1.360.943.1133 CONTRACTOR LICENSE BLUESSG898K4 LENDER INSPECTION INSP I DATE Comments INSPECTION INSP DATE T Comments Mechanical/Plumbing Final T)Q0 Q- Y Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2024-00138 MECHANICAL - RESIDENTIAL PROJECT DESCRIPTION: TO ADD A LARGER VOLUME PROPANE ISSUED: 02/07/2024 TANK TO SERVICE THE BARN ON-SITE. SPECICALLY TO FEED A WATER HEATER LOCATED INSIDE THE BUILDING. EXPIRES: 08/05/2024 SITE ADDRESS: 1330 W HIGHLAND RD SHELTON PARCEL: 520241200020 APPLICANT: HILTON JAX&BECKY OWNER: HILTON JAX&BECKY 8679 S CEDAR ST 8679 S CEDAR ST MOHAVE VALLEY,AZ 86440 MOHAVE VALLEY,AZ 86440 CONTACT: Shilton 1330 W Highland Rd. Shelton,WA 98584 928-201-7838 GENERAL CONTRACTOR'S LICENSE: ACME FUEL CO License: BLUESSG898K4 PO BOX 7009OLYMPIA,WA 98507 Expires: 08/08/2025 1.360.943.1133 FEES: Paid Due Final Inspection $80.00 $0.00 State Fee-Residential $6.50 $0.00 Technology Flat Convenience $5.00 $0.00 Fee Plumbing Fees $16.00 $0.00 Plumbing Base Fee $25.00 $0.00 Mechanical Fees $80.00 $0.00 Mechanical Base Fee $30.00 $0.00 Totals : $242.50 $0.00 FIXTURES (sty Mechanical Fixtures City Plumbing Fixtures 1.0000 Liquid propane tank, above ground tank, below 1.0000 Gas-piping systems(for first set of 1-5 outlets) ground fuel storage tank(Residential Only) 1.0000 Number of Water Heaters and or Vent Printed by:Nikita Huckabey on:02/14/2024 09:17 AM Page 1 of 3 Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MECHANICAL - RESIDENTIAL BLD2024-00138 REQUIRED INSPECTIONS Mechanical/Plumbing Final Inspection CONDITIONS * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * 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 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. * The demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air Agency (ORCAA). It is unlawful for any person to cause or allow the demolition (or major renovation)of any structure unless all asbestos containing materials have been identified and removed from the area to be demolished. Work shall not commence on an asbestos project or demolition project unless the owner or operator has obtained written approval from ORCCA.2490 B Limited Lane NW, Olympia WA 98502, 360.586.1044/800.422.5623 www.orcaa.org * 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. Printed by:Nikita Huckabey on:02/14/2024 09:17 AM Page 2 of 3 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MECHANICAL - RESIDENTIAL BLD2024-00138 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 Agent: Date: Printed by:Nikita Huckabey on:02/14/2024 09:17 AM Page 3 of 3 fSG.VLUZ 1 y tY?o SE C(� Q ytxloJc �wY CONCRETE HOME - 1 i1a ¢y, nterirst-D�-- t� {kmt_ BY Urxar-va� a _ _ .5 L' BY - — _ r _ ii ING By � y I PROPANE TARKS — � Sy z�`tZ �rf i T�2R 'F1 E3 ER- ail it �y P WALL - ay [= =�i;IGICI ire s:j�'raHDG - BY D B o a y Tye - Far[ € -- - -_ �' f- 4-da t�-ss $•3�Zz. CGS ��P>,R, Le E�-er �ti St-r-c.�.i-f o�/ Td C�Qli1 I /'�S'ZZ JDEC 3`°�t.ar �� u/ ed toor eoct Ik uNoO'RYWIC23 �' P� t:4 .Z7- p J�Ztq-x- Low— s CC 1-6 J4"." Hoar. P16S 0' 2 P� /4<d s ��SS A? II Ptc V ems\\ UNch�g040R I VAT � ILL J� �pC � - �7�kr 04S I Z,2 •Z3I 1>6 C-- I , ec� T ?- ASS Z_23 2 �G QE�QF��--� n I:�e �flss ►1-`t-a3 DCO �;�,�� bass y�y 2� �� • C�k"' A� INSPECTION CARD Mason County 615 W. Alder St. Bldg.8, Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us PERMIT# BLD2021-00099 PROJECT ADDRESS 1490 SE Old Olympic Hwy Shelton, WA 98584 PARCEL# 319294250020 PROJECT DESCRIPTION NEW SFR OWNER HIGA SHARLENE&PALMER ADDRESS 1841 ARAB DRIVE SE PHONE 1.360.970.4475 CONTRACTOR ADDRESS PHONE CONTRACTOR LICENSE LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments Setback Inspection ' - =Lj, Shearwall Inspection Footing Inspection ^� :''-� Lk ��� N°�.,p j Framing Inspection Foundation Wall-Pre-Pour Rough-Plumbing Inspection Underground Plumbing /p-►3.-zt Mechanical Inspection Slab Insulation Insulation Inspection Underfloor Inspection BLD-Final Inspection ' MATERIALS TESTING i CONSULTING,INC. Higa Residence - 225187 - Compression Test: Concrete: Report #C288849 CLIENT The Land Developer's Engineered Solution DATE 08/11/2022 PROJECT LOCATION 1490 Southeast Olympic Highway South Shelton WA PERMIT#2021-00099 98584 Inspection Information: Inspection Date: Time Onsite: 1145 Weather Sunny 72* 08/11/2022 PM Conditions: Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Footings,Retaining Wall Sample Location: Garage Foundation Contractor:Palmer Higa Subcontractor:C Work Foundations Supplier/Plant:Holroyd/5-Nisqually Qty Placed,Cu. 11 of 55 Slump,Inches(ASTM C-143)or W/C N/A Concrete Temp, dF(ASTM C-1064): 77.3 Yd.: Ratio: Delivery Ticket 516709 Job Spec.Slump: N/A Ambient Temp, *F: 72 Truck#: 408 Air Content,%(ATSM C-231): N/A Min Temp, dF: N/A Batch Time: 11:22 Job Spec.Air: N/A Max Temp, dF: N/A Sample Time: 12:05 Mix#and Proportions: 6551F25 Cement,lbs.: 5000 Coarse Agg,lbs.: 18120 5/8 Admixture,oz./cwt:N/A Flyash,lbs.: N/A Coarse Agg,lbs.: 3140#8pea Admixture,oz./cwt: N/A Water,gals.: 259 Coarse Agg,lbs.: 1710 Slag Admixture,oz./cwt: N/A Fine Agg,lbs.: 14720 Class 2 Coarse Agg,lbs.:N/A Admixture,oz./cwt:N/A 0 Gallons of water were added ®Prior to sampling N After sampling Sample Type & Compression Test Results: Received 08/12/2022 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Sampling was done in accordance with ASTM C172. Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 5418 7 08/18/2022 55,623 3.98 12.44 4,470 Renton Gordon 2 0 5419 28 09/08/2022 79,202 3.99 12.50 6,340 Renton Gordon 2 0 5420 28 09/08/2022 77,052 3.99 12.50 6,160 Renton Gordon 3 0 5421 28 09/08/2022 78,581 3.99 12.50 6,290 Renton Gordon 2 0 5422 H 0 ❑ ❑ REQ'D 28 4500 Remarks: All I.."apply only to adual bcato.and materials tested.Aa a mutual protection to oYenb.tlw Wbk and ouraeNaa,ell reports are s,b,M,d as tiro confidential properly of dlents.and autnorlxabon for Wbllutbn of statemaMe,oondustona or a,trade from or raper"our r.M.u reserved perch.,our..an approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamiSilverdalejukwila 360.755.1990 www.mtc-inc.net Higa Residence-22S187,0811 112 02 2,#C288849,Page 1 of 2 ' MATERIALS TESTING&CONSULTING,INC. Average 28 day compressive strength= 6260 psi. REPORTED BY:Mark Hite REVIEWED BY: Mark Peterson,Lab Manager AI raaW4 apply only to edWl bca0oro end malenab Ugad.As a mNual prgaaon 4 tl4Ma,tlia pubic and ouraeNes,aq ropor4 ara wpmided as the conM1denMl propeM of ctieMs,and aWar¢atpn Ur pudkamn of ga4maMa,rontlugoro or egnW hom or rapardnp our ropwb u maenad peMinp our vrtiben approval. Environmental•Gcotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtoniOlympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Higa Residence-22S187,0 811 112 02 2,#C288849,Page 2 of 2 . r MASON COUNTY 360-427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60-482-5269-275-4467 lima e t.352 360-482-5269 Elma ext.352 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: 13LU20.2 1 -()0o Q`[ ADDRESS/LOCATION: 1110 SE OLD 0(-YM2 ic- HLJ Y FINDINGS• n/� t -be- 1/1' f.—t0/ TDO4-nj rGLo' i/140 ew-Jee-D✓ ?AO4i.�1s of /2 I0 C.140,15 SEND P1GTuZES TO DDo6504 A MASv-JGOvNTyW A . Go v Cpk-sx ,AJ.,Je A x"4,' a-4 adde-qg 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. a OK to &11,;1 pic Date: /0-1 k-2�t ❑ Please contact our office regarding possible Department: &D structural damage incurred by recent Inspector: nED "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 S MASON COUNTY 360427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 Ina COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St. Bldg. 8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIOWINSPECTION REPORT PERMIT/CASE NUMBER: F17>Z.Q (-400 f' ADDRESS/LOCATION: `q?0 S C O/al Q//�,Iv/C /Slwy FINDINGS• Cok c l 6/ EeW P 2-1 fk 1 oc lU .¢ J` See t � syr� /ffGi TOk sJ611e- 014 J'/ .ono W?A0 t✓ C��.S Or C!'� O ' h O rl450/,4C 'e 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 Date: 2"Z — Z3 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 S MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: 44?-f—coo gy ADDRESS/LOCATION: /y?O SE O/c( 0l��C �i�✓y S`iC��Gc FINDINGS: c k1y e-. T%.Gc d✓o� Akel Rep s1t&Wowe7,od 4roa ho 140 f eaV-„r— ire- xrre,< VA Ire toe, loJe G�,1� faGe Cam rr� - 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 Tg.701,4 I& Date: Z-23-Z3 ❑ Please contact our office regarding possible Department: 4 -p 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 60482-52 Belfair 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: Btzpoa1 — (900qa ADDRESS/LOCATION: 1yg0 156 OLIJ (500CIL A(A)Y FINDINGS: —Nowt.r door -kx4 ar ,caf Wo/ki-. kk1en- &6ui- ( �o t c arn*Rom'^-sat n4aza Items listed above must be corrected to fain 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: lj�LA-) structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: -Lu maI- 60M ADDRESS/LOCATION: Wto Se ©tD oc yM QiG 14W,1 FINDINGS• T � N �ta-1 p.� l��Qv�jZl✓ G i tc o a %A o r 5-1 rs JK0 D4>1 —I�M P Cxr 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: 'DED "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 t . �, r . i- �,, i r .. t_ r . t / � �y I C r` ` " ;, t�` z � _ , � t � � �. �� /„"� _ .. `� ,.. s � . s ,r s a A AmaM HATMALS TnTING A CONSULTING,INC. - Compression Test: Concrete: Report #C292685 CLIENT The Land Developer's Engineered Solution DATE 09/19/2022 PROJECT LOCATION 1490 Southeast Old Olympic Highway Shelton WA 98584 PERMIT Inspection Information: Inspection Date: Time Onsite: 7:00 Weather sunny,40's*F 09/19/2022 am Conditions: Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: stemwalls shown on sheet S1.1 Sample Location: stemwalls about master bathroom&master bedroom Contractor:n/a Subcontractor:C Work Foundation Supplier/Plant:Holroyd Co.,inc./plant#:05 Qty Placed,Cu.22 of 55 Slump,Inches(ASTM C-143)or W/C 5 1/2 Concrete Temp, pF(ASTM C-1064): 68 Yd.: Ratio: Delivery Ticket 517239 Job Spec.Slump: N/A Ambient Temp, `F: 47 Truck#: 365 Air Content,%(ATSM C-231): n/a Min Temp, *F: N/A Batch Time: 7:11 am Job Spec.Air: N/A Max Temp, 'F: N/A Sample Time: 8:10 am Mix#and Proportions: 65511725/11 cubic yards Cement, lbs.: 5,030 Coarse Agg,lbs.: 18,020 Admixture,oz./cwt:N/A ----1 Flyash,lbs.: 1,685(slag) Coarse Agg,lbs.: 3,120 Admixture,oz./cwt:N/A Water,gals.: 331 Coarse Agg,lbs.:N/A Admixture,oz./cwt:N/A Fine Agg,lbs.: 14,181 (dry) Coarse Agg,lbs.:N/A Admixture,oz./cwt: N/A ��- 10 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 09/20/2022 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Sampling was done in accordance with ASTM C172. Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 6641 7 09/26/2022 46,747 3.99 12.50 3,740 Mark Peterson 2 0 6642 28 10/17/2022 75,672 3.99 12.50 6,050 Mark Peterson 2 0 6643 28 10/17/2022 76,511 3.99 12.50 6,120 Mark Peterson 3 0 6644 28 10/17/2022 75,742 3.99 12.50 6,060 Mark Peterson 2 11 6645 H 0 ❑ ❑ REQ'D 28 4000 Remarks: Please see accompanying field report#F292686 for more information. All lulls appy only to actual b t om a mat-loa teatao.Asa 1N 1 po a aon to Clef,p k M pw am ouraaN all Moons are a—mad as fM oonMa W propeM of de-,end•uper¢agon ror pudlmlgn of sat—M,,coMwiom or aWs,As hom or regerdmp our repot s reserved pending our wrillan approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing a Materials Testing BurIington101ympialBeIIinghamISiIverdaIeITukwiIa 3 60.75 5.1990 www.mtc-ine.net Higa Residence-22S187,0911912022,#C292685,Page 1 of 2 -r i1fiJ MATERIALS TESTING&CONSULTING,INC. Average 28 day compressive strength= 6080 psi. REPORTED BY:Randy Gray REVIEWED BY: Mark Peterson,Lab Manager AI,.0 =onh to Wwl batlora rrM m�ledr.M btM.As mWtl potI b to 7 ."p bk 9nd—IN0s.80 npwb"w MId'I dr rxn/Wentill popery of dwnls.Ind�uUor¢� for p,"M n of gatamaMa,c ,nIww w vWII from w ratpn*V olI pwb It-Id Mndtrp ov nzIn swe". Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 10lympialBelIinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Higa Residence-22S187,0 911 912 02 2,#C292685,Page 2 of 2 MATERIALS TESTING&CONSULTING,INC. i . .Az- r UPLOADED: 08/11/202213:31:46 VTA ¢ i u r UPLO DED: 08/11/2022 13:33.12 -i i_v.,WED: 08/11/2022 13:33:14 REPORTED BY: Mark Hite REVIEWED BY: Raymond McNamara,Project Manager As.m..I prohM to o—.t "..,W oum 1—,.11 reports are.d*.d.s"oonM. l proporfy of oN ,ark aNhortre W Wdin4on of at.t. ms.=dusiom or aHregs frdn or rsp.rdrg our report is r.s d p r6rg our wNlan.W-1. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympiajBellinghamlSilverdalejukwila 360.755.1990 www.mtc-inc.net Higa Residence-22Si87,0811112022,*F288854,Page 3 of 3 RLD OP I - bbo 90/ jam- g. �hhnc� MATERIALSTE571NG A CONSULTING,INC. Higa Residence - 22S187 - Compression Test: Concrete: Report #C288849 - DRAFT CLIENT The Land Developer's Engineered Solution DATE 08/11/2022 PROJECT LOCATION 1490 Southeast Olympic Highway South Shelton WA PERMIT #2021-00099 98584 Inspection Information: Inspection Date: Time Onsite: 1145 Weather Sunny 72* �� 08/11/2022 PM Conditions: II Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Footings,Retaining Wall Sample Location: Garage Foundation Contractor:Palmer l i_ _ Subcontractor:C Work Foundations Supp Holroyd/5-Nis - qually --- - Qty Placed,Cu. Slump,Inches(ASTM C-143)or W� 11 of 55 N/ Concrete''re:mp °If (ASTM C-1064): 77.3 Yd. Rao. Delivery Tick t.516709 Job Spec SI k N/ Ambient Temp,aF: 72 Truck#: 408 Air Content,%(ATSM C-23" MA Min Temp,°F: N/A Batch Time: 11:22 Job Spec.Air 1�11"` Max Temp,aF: N/A Sample Time: 12:05 Mix#and Proportions: ;6551F25 Cement,lbs.: 000 ,lbs.:.1u 5/8„ Y� Admixture,oz./cwt: /A Flyash,lbs.: /A oars ,lbs.:€31 a Admixture,oz./cwt: !A — Water,gals.: 59 171 ag Admixture,oz./cwt: /A Fine Agg,lbs.: Admixture,oz./cwt: 0 Gallons of water wer rior flpling O After sampling Sample Type & Cor>7pre est R SuIts: Received 08/1212022 Sample 1 of 1 Type of Compre sit oncrete(ASTM C-39) Te Sampling was done in accor )nth A C172. £r, Lab Tests: Test Total Sample Sample Comp. New Log Age Date of Test Load Dim. Area(Sq. Strength Tested By Break ASTM ASTM # (Days) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231 5418 [�7_][08/18/2022 55,623 1 3.98 12.44 �4,470 Renton Gordon___j;; 2__� ❑ 5419 28 ] 09/OS/2022 ����� W ,I� ❑ ❑ 5420 28 09/O8/2022 � -� �`[ ❑ ❑ ; 28 µ l 09/OS/2022 REQ'D 4500 REPORTED BY:Mark Hite REVIEWED BY: , M reYJb en"to Null botl.IM mebrieb btletl."I m 1 proO,o torbrt .".publo Intl ouflNe,al report—-ib td n"oonlderral properly of thetas.IM luftrtnWon for"fthon of gabr,- .ewvlm or ptrt cLL tram or rapertlnp our report b rerrvM Pe N ow wrlbn Ipp—' Environmental*Geotechnical Engineering*Special Inspection*Non-Destructive Testing*Materials Testing Burl ington101ympialBeIIinghamI Silverdale ITukwiIa 360.755.1990 www.mtc-inc.net Higa Residence-22S187,08/11/2022,#C288849,Page 1 of 1 MATERIALS TESTWG a ComsuLnma,INC. Higa Residence - 22S187 - Field Report: Concrete: Report #F288854 CLIENT The Land Developer's Engineered Solution DATE 08/11/2022 PROJECT LOCATION 1490 Southeast Olympic Highway South Shelton WA PERMIT#2021-00099 98-84 Inspection Information: Inspection Date: Time Onsite: 11:45 Weather Sunny, 72 08/11/2022 PM Conditions: Inspection Performed: Concrete Subcontractor: C Works Continuous or Periodic: ontinuous Sheets: S1 1 S1 2 ,Location/Area: ootmgs/StemD4alls Details: S12/6 Level/Elevation: Foundation Approved Plans Dated: 01/05/2021 Remarks: CONCRETE PLACEMENT:Continuous Inspection Drawings indicate that they conform to 2018 IBC, Sheet(s):S1.1, S1.2 Detail(s): S1.2/6 Location(s):Footings/StemWalls Levels)/Elevation(s):Foundation MTC inspector on site,as requested,to observe the placement of approximately 55 CY of concrete with Mix Design ID #65511725 supplied by Holroyd Co.into footings,stem-walls at the location noted above. One set of five(4"x 8")cylinders was cast for compressive strength test specimens.Refer to Report#C288849 for field test results and for more information. Concrete was placed via concrete pump,was mechanically consolidated with high-cycle vibrator,form vibrator and finished by hand. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: Asa—i prolerAon too isms,the public s W owWyea,all reporm art wdrYl as fM eenfM rroal properly of ceaib,a W aWwiation for publiostbn of ammm ms,coral—ns or eMmm from or rapardW our mporta u 2aened pergirg our wretan approval. Environmental•Geotechnical Engineering•Special Inspection a Non-Destructive Testing•Nlaterials Testing Burlington101ympialBeIIinghamISiIverdaIeITukwiIa 3 60.75 5.1990 www.mtc-inc.net Higa Residence-22S187,0811112022,#F288854,Page 1 of 3 MATERIALS TESTING&CONSULTING,INC. } '-, t3�Fite Ki•1- � rCifc�i�AGTlfa4�+d '� F LANT°P#,8 A E faPA€ Tr_Ptd A PE1A1N .- _.. .fk 13:30:06 UPLOADED: 08/11/2022 1.3:30:09 10 w"jr�. ,,.,. .• �,,.:- � .,, �• .,,.. . . •ems`.' - E ' r A� I d.'w 4 � p, e UPLOADED: 08/11/2022 13:30:11 UPLOADED: 08/11/2022 13:31:35 As a mutual protedron to clams,ene pudk ane ourselves.an reports are seom mI mr4dw"pmp"of ckntc W u w to for puNi .,n of statements,—devons or eAraas hom a rqu6ny mr rapor4 k tswrveE pmtlirp ovwrWrr rapprrnl. Environmental a Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington IOlympialBellinghamISilverdalelTukwila 360.755.1990 www.mtc-inc.net Higa Residence-22S187,0811112022,#F288854,Page 2 of 3 E MATERIALS TESTING a CONSULTING,INC. Higa Residence - 22S187 - Compression Test: Concrete: Report #C292685 - DRAFT CLIENT The Land Developer's Engineered Solution DATE 09/19/2022 PROJECT LOCATION 1490 Southeast Old Olympic Highway Shelton IVA 98584 PERMIT#2021-00099 Inspection Information: _ Inspection Date: Time Onsite: 7:00 weather ':.sunny,40 s*F 09/19/2022 am Conditions: Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: stemwalls shown on sheet S1.1 Sample Location: I"""mwalls about master bathroom&mas.te. r bedroor t ........_ Contractor. t/a Subcontractor:C work_Foundation_ Supplier/Plant:Holro}'d Co inc./plant*:05 Qty Placed,Cu. Slump Inches(ASTM C-143)or W/C Concrete Temp,°F(ASTM C-1064): Yd.:1 2=of55 Ratio: �68 Delivery Ticket #;�517239 job Spec.Slum p: '\iA Ajnbient Temp, °F: 47 l Truck#: 365 Air Content,%(ATSM C-231): n/a Min Temp, °F: N/A' , Batch Time: 7:11 am ,job Spec.Air. N/A;,,; Max Temp, °F: Nj Sample Time::8:10 am Mix#and Proportions: 6i51F25;]] ct:bic G•ards Cement,Ibs.: 5,030 Coarse Agg,lbs.: 18,0"LO Admixture,oz lcwt:N/A � W Flyash,Ibs 1,685(slate„ W Coarse Agg, lbs 3,120 Admixture,oz./cwt.N/A � Water,gals J31 Coarse Agg, Ibs NL4,� � Admixture,oz/cwt:,N/A Fine Agg,lbs 14,181 (dry) Coarse Agg,lbs.: N/A Admixture,oz./cwt:NIA 10 Gallons of water were added N Prior to sampling Sample Type & Compression Test Results: Received 09/2012022 Sample Set 1 of 1 Type of Compression Test: -Concrete(ASTM C-39) Sampling was done in accordance with ASTM C172. Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs) Qn) In) (PSI) 6641 7 09/26/2022 46,747 3.99 ison Miller 2 ❑ 6642 !8 r F-0 7 ❑ ❑ �~- 6643 <€ 28 L 10/17/2622 � : � � � ❑ ❑ 6644 €! 28 10/17/2022 L � f � _ _ �1 0 ❑ ❑ 6645 REQ'D as Remarks: Please see accompanying field report#F292686 for more information. ai ra.uns eppy onN o+eusi wrwron<•ra m.eriss terw.ns a m�uai Praaomr ro�,me�aw ouseNes.s repons,re erdnn.a n me i ProWM a aarb.anA•unnro-ae°n ar pudcemn of paam-b,wridurons u.m.as nom a r Pg v our re Po .reesrveO P�.V our ffl-.PP—L Environmental a C:eotechnical Engineering•Special Inspection•Non-Destructive Testing Materials•Testing Burlington Olympial Bellingham ISilverdalelTukwiIa 360.755.1990 www.mtc-inc.net Higa Residence-22S187,0911912022,#C292685,Page 1 of 2 MATERIALS TESTING CONSULTING,INC. REPORTED BY:Randy Gray REVIEWED BY:, f=K , m F j A.y e: All r Its apply onty to actual bwlroris aiW materials teslM.As s mutual poted-to 6-.ft'w.aM ouaeNea,all reports are suNnAteO as m.op/OwNY POWrtY of tlieMs,and a Wtar¢ation ror puNimtion or satemeas,conqu5ons or enacts hom or regardrg our sports s re '.pe-N o.waten approval. Environmental+Geotechnical Engineering+Special Inspection+Non-Destructive Testing+Materials Testing Burlington IOlympialBellinghamISilverdalelTukwila 360.755.1990 www.mtc-inc.net Higa Residence-22S187,0911912022,#C292685,Page 2 of 2 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 BLD2021-00099 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: NEW SFR ISSUED: 09/03/2021 SITE ADDRESS: 1490 SE OLD OLYMPIC HWY SHELTON EXPIRES: 03/02/2022 PARCEL: 319294250020 APPLICANT: HIGA SHARLENE&PALMER OWNER: HIGA SHARLENE&PALMER 1841 ARAB DRIVE SE 1841 ARAB DRIVE SE TUMWATER,WA 98501 TUMWATER,WA98501 1.360.970.4475 VALUATIONS: FEES: Paid Due U VB Utility, miscellaneous 949.00 $46,301.71 Plumbing Base Fee $25.00 $0.00 Uncovered Deck 335.00 $5,025.00 Planning Review Fee $240.00 $0.00 R-3 VB Residential, one- 4667.00 $577,214.56 Mechanical Fees $314.00 $0.00 and two-family Technology Surcharge $157.84 $0.00 Covered Deck/Carport 1727.00 $37,994.00 Building Permit Fee $4,423.64 $0.00 Plan Check Fee $2,875.37 $0.00 Building Plan Review/Change of $120.00 $0.00 Use-Onsite Sewage State Fee-Residential $6.50 $0.00 Plumbing Fees $224.00 $0.00 Mechanical Base Fee $30.00 $0.00 Total: $666,535.27 Totals : $8,416.35 $0.00 FIXTURES (sty Mechanical Fixtures Qty Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Clothes Washers 1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Water Heaters and or Vent 1.0000 Furnace(s) 2.0000 Number of Bath Tubs 1.0000 Heat Pump(s) 2.0000 Number of Dishwashers 1.0000 Propane Tank(s) 2.0000 Number of Kitchen Sinks Printed by:Ariane Paysse on:09/03/2021 10:07 AM Page 1 of 6 Mason County 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 NEW SINGLE FAMILY RESIDENCEBLD2021-00099 C�yt Mechanical Fixtures (�jt C Plumbing Fixtures 1.0000 Wood/Gas/Pellet Stove(s) 3.0000 Number of Showers 5.0000 Spot Vent Fan(s) 4.0000 Number of Toilets 6.0000 Gas Outlet(s)(1-5) 5.0000 Number of Hose Bibs 6.0000 Bathroom Sink REQUIRED INSPECTIONS Setback Inspection Shearwall Inspection Footing Inspection Framing Inspection Foundation Wall-Pre-Pour Inspection Rough- Plumbing Inspection Underground Plumbing Mechanical Inspection Slab Insulation Insulation Inspection Underfloor Inspection BLD-Final Inspection CONDITIONS ' 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. * 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. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * The foundation/footing must be placed on undisturbed, firm-native soil. Printed by:Ariane Paysse on:09/03/2021 10:07 AM Page 2 of 8 Mason County i Mason County - Division of Community Development `lam 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-00099 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. * 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. * 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. * 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. * 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. * 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:Ariane Paysse on:09/03/2021 10:07 AM Page 3 of 8 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 RESIDENCEBLD2021-00099 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 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. * 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. 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). * 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. 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 sheets. The Mason County Permit Center will also have some available. Printed by:Ariane Paysse on:09/03/2021 10:07 AM Page 4 of 8 ' 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 RESIDENCEBLD2021-00099 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. * All property lines shall be clearly identified at the time of foundation inspection. * WIND LOADS-Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * 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. * 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. Printed by:Ariane Paysse on:09/03/2021 10:07 AM Page 5 of 8 Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg.8 t, Shelton,WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2021-00099 ' 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%. 2a-AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION2a: Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/cfm), not interlocked with the furnace fan.Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 3b- HIGH EFFICIENCY HVAC EQUIPMENT 3b: Air-source heat pump with minimum HSPF of 9.0 5a- EFFICIENT WATER HEATING 5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less. 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. " 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. Printed by:Ariane Paysse on:09/03/2021 10:07 AM Page 6 of 8 Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg.8 . r Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCEBLD2O21-00099 * 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. * 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 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. * 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. * Residential developers and individuals shall be required to control erosion during construction. Removal of vegetation should be minimized and any areas disturbed should be restored to prevent erosion and other environmental impacts. * Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel.The property is Zoned Rural Residential 5. * The proposed project must be consistent with all applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason County Shoreline Master Program.The upland area within 200'of the ordinary high water mark is regulated by the Mason County Shoreline Master Program as a Conservancy Shoreline Environment. A Minimum shoreline buffer of 150' is required and a minimum 165' building setback from the saltwater is required for all development. The native trees and vegetation within this buffer must be retained and enhanced with native vegetation. * There is a regulated "Ns" (non-fish seasonal)stream along the south end of the parcel that enters the saltwater of Totten Inlet. This stream is regulated by the Mason County Resource Ordinance with a 75' buffer and a 90' building setback for fish and wildlife habitat management.The native vegetation within the 75' buffer must be retained and enhanced with native vegetation. Please contact the Mason Conservation District for assistance with enhancing the native buffers along the stream and the saltwater. * 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. Printed by:Ariane Paysse on:09/03/2021 10:07 AM Page 7 of 8 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 RESIDENCEBLD2021-00099 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 S4.1 and S4.2 designate wall(s)type B and C 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, WA98584 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. • On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. • Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1 Oft setback from all footing/foundations. B.)Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/Perimeter Drains within 30ft, down gradient of Drainfield/ Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/ Reserve area. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The anting of a permit does not presume to give authority to violate or cancel the provision f an o er a e/local law regulating construction or the performance of construction. Issued By: Contractor or Authorized Agent: _ Date: Printed by:Ariane Paysse on:09/03/2021 10:07 AM Page 8 of 8