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Home My WebLink AboutBLD2017-00371 SFR, Finished 2nd Story Garage - BLD Inspections - 2/4/2025 •�G.DZO r7 G�371 gm f t.` Datas BY M!-S��f1SOYL4 s DEL BY Point Fed P �FL=Iinm INSULAngy LTsBY BG t MAR fflZMAITz ON cst I,'aU1 Date BY PROPANE TANKS PLUMBING T`�� Sy Sy BER Dais D=t $-y rf DRYW- �= B r'-LL ( Y Int Bra--e--jflDam D ayD ay FINAL INSPEEG HON �y Ra#a gy Dale 0�• Pass cr Request Inspact 'fir 'Tit so Z-q-Zs! I • I � � 1 1 t o CONCRETE MECHANICAL MANUFACTURED HOME v Footings/Setbacks Gas teRiping By Ribbons rrTl o Intenor Date Z- S=l 4 By J- Interior-Data By Date By W Exterior Date Z- By J7Z— Exterior-Date By Set-up D Point Load!Isolated Footings INSULATION Date By C BG!SLAB INSULATION r Date 2-5-�5 By��7Z Data By FIRE DEPARTMENT Foundation Wails Floors Date By Date 2-r-1 I By J 7j_ Data By DECKS FRAMING walls Date By Date By Date By PROPANE TANKS PLUMBING vault Data By Date By OTHER Groundwork Attic - Date By Date By Type. Date By D.W.V DRYWALL Type- Int.Brace Wall Date T Date By m Date By m FINAL INSPECTION p (n water Line Fire Saps ration tV m CD Date By Date By Date By m V s Pass or Request Inspect. c s Type of Insp. Fail Date Dame Done By Comments w m v 0 0 12. -/ J� i Z -27-► / 5-e4f CD w -/ ► JAz_ a q 4 t L4 Ig S 5 Z-r,--tQ J 7L a ]� o h G•- rw 4SS _-57 ° U -b F,-q 6 1 0 Sg 7V � s 0�2 ,N orb 3 14/4/ �,-o ✓ass I Fr t�r2v z JTZ. kbvkc tz,G wrrK St a�,Ft►r� Cp v m SIN". �lt►�,I�n, p«�SS ll f Z1� 3 ICE .L— S , N � � �/ sae,�►� r r MASON COUNTY 360-427-9670 Shelton ext. 352 COMMUNITY SERVICES 3360 482 5269 Elma ext.352 Inspection Hotline 360-427-7262 Building, Planning, Environmental Health,Community Health 09)" 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: L Z fl — ADDRESS/LOCATION: tj 5 ale C S 14C V? FINDINGS• i �!.✓ 1�i,S arc Cri v v t D C k.494145 N 01/o I fl /r t,J r4 v✓t on 4 le H <4,10, ✓i Zta s �H A o VKJVL Items listed above must be corrected to Hain 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: 1 Z—Z —1 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 r + MASON COUNTY 360-427-9670 Shelton ext.352 67 Belr ext.352 COMMUNITY SERVICES 360-275 360 482 5269 Elma ext. 352 Inspection Hotline 360-427-7262 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: &e-D ZO/ 1 - OO ,3 `7 1 ADDRESS/LOCATION: ��/ �,.�< <- y e.. S S G h . S Ae /-Yla pf FIN NGS• Ala Ci✓rt< T47, C vrs r,/ e ✓vv k —f arm q ✓cA e. ra e, av Pktt 4 4Cr lac A ��a✓t 4r),,5 do J� ✓�5�1 l� a QH sac Items listed above must a corrected to lain 423fiance. ❑ 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 7py e tc/ of + OW E y l S AL Date: P/ 7 ❑ Please contact our office regarding possible Department: L 1 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.352 352 COMMUNITY SERVICES 3 0-275-360-482 5269 Elmaeext.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: e—b /Z,O�Z 7 — 00,3 7 ADDRESS/LO ION: FINDINGS S A) G J o 1 5 q/s-)d a 1 C 62E �I�'t s Lf a T, LGo�- 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: 5' /aby ❑ 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 CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: BUD o0 3q1 ADDRESS/LOCATION: 4L[ 1,) e,,ai; z A) FINDINGS:Q rrarvt,V%A runff 11-114 Ccw U 7 4 �l ?Gn i un� And Ar, a,., CJ b EVfd4 10/ also snl. .014W� /1n 2.IA A Q o.w," Cptn��a Ij a �o L 4 Z .o I t�s -�U12.1 �1�M+tin AAA�w,�Y.�� Lc Ad Ac�n t0 .(/Lknu Qc e - 6JI bal4r,Al,' �Gn,Ja� /^an� M4�,,Y►�Jw.n �_� ��AnGv� �.(�xa Ci,na�uS�+.lo�S . SUS RU&S-<— LU IL- Afrft►.- 041plt-f— k) • C'11�t� NU,J l�,n l��d (�i�OT�^ � 14TI —91v M X 35Z 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: 1111117,3 Please contact our office regarding possible Department: L O structural damage incurred by recent Inspector: j "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 i 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: X4-7>2017-r00S71 ADDRESS/LOCATION: �/�� G✓ SGdG>ca�+9�,�5S' LA1 FINDINGS: ?�DVA (c Cover S e ker- 4fnc acv� e ��ta1A 3e1Qw � 1�t� x f' sZ. esla Awyrlowa 14& w4rkeetfGc / e GtJr rov wr ;u r .� v�r� w s c(s ,� a Z,2 e0w 00orSeC,ilaiA a sF� 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: (Z—Z`/ ❑ Please contact our office regarding possible Department: structural damage incurred by recent ,natural/man made"disasters.This is NOT a Inspector: s CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 c` 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: &P Z017-M3 71 ADDRESS/LOCATION: ��¢ Sw6e1�9r.�S�SLtJ FINDINGS• om lc v� o Cow AW 5' 1e- 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 a Date: -3��/Z ❑ Please contact our office regarding possible Department:_�L� _ structural damage incurred by recent Inspector:_ "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 f Washington State Department of Labor & Industries Your jobsite for permit number 4229097P was inspected 3/5/2024 by Electrical Inspector Joshua McEwen. The results of inspection are listed below: Inspections: Inspection Date Inspection Result Inspection Comment 3/5/2024 Service,New,Underground.240V,20 Approved Complete 320A SERVICE,TWO 1-400A 200A EM DISCOS, SPDs IN BOTH SERVICE PANELS IN GARAGE 3/5/2024 rounding/Bonding,Service,Concre Approved Complete UFER RUN TO e Encased Electrode NEUTRAL BARS IN PANELS,EM DISCOS BONDED 3/5/2024 CoverService,Wall Approved Complete CABLES SUPPORTED. OWNER WILL WRAP UNINSULATED NEUTRAL WIRE WITH WHITE TAPE IN DISCONNECTS AND PANELS. 3/5/2024 CoverService,Underground Approved Complete CORRECTIONS COMPLETE.TWO RUNS OF 4/0 URD IN 2" VC CONDUIT /5/2024 over,Circuit,Walls&Ceiling r roved Complete CORRECTIONS COMPLETE The following corrections were written on this inspection today. The following corrections were marked completed on this inspection today. Regulation Title Correction NEC -300 .5 .(A) Minimum Cover CONDUIT FOR SERVICE CONDUCTORS DOES NOT Requirements HAVE 18" OF COVER-Direct-buried cable or conduit or other raceways shall be installed to meet the minimum cover requirements of Table 300.5. General examples: 24"" minimum depth for direct burial cables 18""minimum depth for direct burial cables under one-and two-family dwelling driveways and outdoor parking areas, and used only for welling-related purposes 24"" minimum depth for nonmetallic raceways listed for direct burial under streets, highways,roads, alleys,driveways, and parking lots. 18"" for other locations 18""minimum depth for nonmetallic raceways listed for direct burial under one-and two-family dwelling driveways and outdoor parking areas, and used only for welling-related purposes Washington State Department of 1 CALabor & Industries Regulation Title Correction NEC -334 .30 . Securing and SUPPORT ALL CABLES WITHIN 12" OF BOXES AND Supporting EVERY 4.5 FT USING AN APPROVED MEANS- Nonmetallic-sheathed cable shall be supported and secured by staples; cable ties listed and identified for securement and support; or straps,hangers, or similar fittings designed and installed so as not to damage the cable, at intervals not exceeding 1.4 in (41/2 ft)and within 300 mm (12 in.)of every able entry into enclosures such as outlet boxes,junction boxes,cabinets,or fittings.The cable length between the cable entry and the closest cable support shall not exceed 18 in. Flat cables shall not be stapled on edge. NEC-338 .12 . Uses Not Permitted SEU NOT PERMITTED FOR UNDERGROUND USE-(A) Service-entrance cable(SE) shall not be used under the following conditions or in the following locations: (1)Where ubject to physical damage unless protected in accordance with 230.50(A)(2)Underground with or without a raceway(3 For exterior branch circuits and feeder wiring unless the installation complies with the provisions of Part I of Article 25 and is supported in accordance with 334.30 or is used as messenger-supported wiring as permitted in Part II of Article 396(B)Underground service-entrance cable (USE)shall not e used under the following conditions or in the following locations: (1)For interior wiring(2)For aboveground installations except where USE cable emerges from the ground and is terminated in an enclosure at an outdoor location and he cable is protected in accordance with 300.5(D)(3)As aerial cable unless it is a multiconductor cable identified for use aboveground and installed as messenger-supported wiring in accordance with 225.10 and Part II of Article 396 NEC -250 .4 Bonding of Electrical REMOVE GROUND WIRE FROM EMERGENCY .(A)(3) Equipment DISCONNECTS TO UFER GROUND. INSTALL BONDING JUMPER FROM EACH EMERGENCY DISCONNECT TO HE PANEL IT FEEDS. USE A CHAIR LUG OR OTHER ISTED MEANS TO GROUND THE EMERGENCY DISCONNECTS. -Normally noncurrent-carrying conductive materials enclosing electrical conductors or equipment,or forming part of such equipment, shall be connected together d to the electrical supply source in a manner that establishes n effective ground-fault current path. NEC -250 .24 .(B) Main Bonding INSTALL GREEN SCREW IN BOTH GARAGE PANELS- Jumper For a grounded system,an unspliced main bonding jumper hall be used to connect the equipment grounding conductor(s) d the service-disconnect enclosure to the grounded conductor within the enclosure for each service disconnect in accordance with 250.28. NEC-250 .24 .(A) System Grounding CONNECT GROUND WIRES FROM THE UFER TO THE Connections NEUTRAL BAR IN EACH PANEL-A premises wiring system supplied by a grounded ac service shall have a grounding electrode conductor connected to the grounded service conductor, at each service, in accordance with 50.24(A)(1)through(A)(5). Washington State Department of Labor & Industries You can view all inspection information on this permit online at Labor and Industries,electronic permit and inspection system.Additional fees may be assessed and will not appear until they are processed by our support team. If you do not have any correction(s),no further action is needed at this time. You may have one or more correction items needing attention: The results of your inspection request are attached. Your installation did not meet minimum safe-wiring standards required by Washington state law. [National Electrical Code,RCW 19.28,and/or WAC 296- 4613] Please note that per RCW 19.28.101(3); all corrections must be made within 15 days of the date issued. For correction items notated"Reinspect on Final";you must complete the corrections within 15 days of the date issued and request a progress inspection or final inspection within 45 days of the date of this letter. Inspection Line(360)427-7262 �06aN coU MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County 615 W Alder St Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2017-00371 OWNER: PAUL MILLER RECEIVED: 5/1/2017 CONTRACTOR: LICENSE: EXP: ISSUED: 8/21/2018 SITE ADDRESS: 461 W SWEETGRASS LN SHELTON EXPIRES: 2/21/2019 PARCEL NUMBER: 421073200010 LEGAL DESCRIPTION: TR 8 OF SURVEY 37/168 S 36/1, S 37/168 PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW SFR WITH ATTACHED GARAGE AND BONUS ROOM ABOVE TAKE 101 N FROM SHELTON, LT ON SUNNYSIDE RD AFTER CROSSING GARAGE, BALCONY/DECK SKOKOMISH RIVER, GO 3 MILES UP GRAVEL SUNNYSIDE RD, STRAIGHT THRU FARM GATE AND TURN RT ON SWEETGRASS General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: V-B Type of Use: SF Insp.Area: No. of Bathrooms: 3 Occ. Group: R-3 Lot Size: Deck: 250 Type of Work: NEW Fire Dist.: No. of Stories: 2 Occ. Load: 6 Buildirig:2,670 Garage-Attached 625 Valuation: $ 385,705.39 Building Height: Occ. Status: Unknown Basement: bonus room 350 Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: N 190.0 Ft. Shoreline: Ft. Water Body: Skokomish River Rear: S Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: E 190.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: W 90.0 Ft. Comp. Plan Desig.: Agricultural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 4 Heat Pump 1 Plan Check Fee JBN 5/1/2017 $ 1,595.98 S2201700000001 Lavatories 5 Ventilation Fan 4 EH Plan Review JBN 5/1/2017 $210.00 S2201700000001 Bath Tubs 3 Woodstove 1 Planning Review Fee JBN 5/1/2017 $205.00 S2201700000001 Showers 1 Exhaust Hood 1 Building Permit Fee TW 7/31/2018 $2,595.35 S1201800000001 Water Heaters 1 Dryer Vent 1 Building State Fee TW 7/31/2018 $4.50 S1201800000001 Clothes Washer 1 Ventilation Fan 1 Mechanical Permit Fee TW 7/31/2018 $ 158.40 S1201800000001 Kitchen Sink 1 Mechanical Base Fee TW 7/31/2018 $28.50 S1201800000001 Dishwasher 1 Plumbing Permit Fee TW 7/31/2018 $ 162.80 S1201800000001 Hosebibs 3 Plumbing Base Fee TW 7/31/2018 $24.70 S1201800000001 Floor Sink 1 Total $4,985.23 BLD2017-00371 Please refer to the following pages for conditions of this permit. Page 1 of 8 CASE NOTES FOR BLD2017-00371 CONDITIONS FOR BLD2017-00371 1) FOUNDATION/N FLOOD HAZARD (A &AE) ZONE WITH A BFE This project is approved construct a dwelling structure with a new foundation system in accordance with the Mason County Flood Damage Ordinance and the 2015 International Residential Code Section R322. The location of the structure is identified as an A Flood Hazard area in accordance with FEMA determination. Minimum construction criteria are as follows: The floor of the structure shall be elevated at least one-foot(1'0')above the base flood elevation (BFE). The design professional that prepared the Elevation Certificate must perform an inspection of the foundation and placement prior for pour. The crawlspace shall be provided with at least 2-openings on each side of the enclosed crawl space and be equal to at least 1 sq. inch for each sq. ft. of enclosed area. The openings shall allow for the automatic entry and exit of floodwaters and be placed such that the bottom of each flood vent is not more than 1-foot above the lowest adjacent exterior grade. Electrical systems, equipment, heating, ventilation, air conditioning, plumbing appliances and plumbing fixtures, duct systems, and other similar systems shall be located at or above the BFE unless designed to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses. (IRC R322.1.6) All building materials used below the BFE shall be pressure-preservative treated in accordance with AWPA U1 or be naturally resistant to decay. In addition, materials and installation methods used for flooring and interior and exterior walls and walls coverings shall conform to the provisions of FEMA/FIA-TB-2. (IRC R322.1.8) X 2) 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 1-800-64-3-09812. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X jf 3) All 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 Depa�prior to any further inspections being performed or approvals granted. 4) Owner lAgent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X -,- 1, BLD2017-00371 Please refer to the following pages for conditions of this permit. Page 2 of 8 5)• The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the 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 roved documents will result in failure of required building inspections. X 6) THE FOy.P,aDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 7) The"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, then 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 D artment prior to any further inspections being performed or approvals granted. X 4 G 8) 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):0.25, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21+R-4 ci, Floor insulation R-38, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. In addition the following credits from WSEC table R406.2 shall be completed as follows: EFFICIENT BUILDING ENVELOPE 1b: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.25 Wall R-21 plus R-4 ci Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 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 heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. HIGH EFFICIENCY HVAC EQUIPMENT 3d: 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. 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. X BLD2017-00371 Please refer to the following pages for conditions of this permit. Page 3 of 8 9) • A permanent certificate, completed by the owner, builder or registered design professional, shall be posted within three feet of the electrical distribution panel. 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 105.4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4. 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 750 square feet. Reference IECCNVSEC R401.3. 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 Co Permit Center will also have some available. X 10) 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 X 11) 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. X 12) 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. (I RC 2012 R905.2.8.5) X 13) 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 nowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. X�_Z_ BLD2017-00371 Please refer to the following pages for conditions of this permit. Page 4 of 8 14) A concrete encased grounding electrode 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. X ��? 15) A structural observation report, as defined in Chapter 17 of the International Code, shall be provided to the Mason County Building Department. Reports shall be prepared by the engineer or architect of record responsible for the structural design or another engineer or architect designated by the engineer or architect or record. Reports shall be submitted to the Mason County Building Department within 2 weeks following each structural observation. A final observation report shall be submitted prior to the final inspection of the structure. Written statements shall indicate the permit number, type of inspection, and identify any reported deficiencies. Structural observation is defined as the visual observation of the structural system by a registered design professional for general conformance to the approved conformance to the approved construction documents at significant construction stages and at the completion of the str al system. X —a 16) In buildings of unusually tight construction, fuel-burning appliances (excluding cooking appliances and domestic clothes dryers) shall obtain combustion air fromnoide in accordance with the international codes. X 17) To perform an inspection the Mason County Building Inspector will need to access the interior of the structure. An electrical permit completed and approved by Washington State Labor& Industries must be available on-site during the inspection. The Mason County Building Inspector will inspect the following: Verify that the system is installed in accordance with manufacturer specifications;The inspector will check to make sure that the exterior unit is permanently installed and supported, the exterior unit complies with required setbacks to property lines, fuel tanks are located at least 10-ft from the system, a source of ignition,all exterior penetrations are properly sealed,condensate lines are installed and are properly supported, including proper material, slope, and that the condensate line terminates to a proper location outside of the foundation, copper refrigerant lines are insulated with '/2"thick continuous closed-cell foam insulation or better, indoor units are located at least 3-ft from smok�arbon monoxide alarms,and that modifications made to the structure, to install the unit, does not affect existing structural members. X 18) 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 & S2.3 designate wall(s)type W4 and W2 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 parry 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 submitt tie Mason County Building Department in a timely manner and shall be submitted prior to the framing inspection of said project. X BLD2017-00371 Please refer to the following pages for conditions of this permit. Page 5 of 8 191 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). X 20) 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. X � '2 21) 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 ros connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X �" 22) The use, handling and storage of hazardous paterials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X 2� 23) In addition to the inspections required in IBC, Section 110, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties &responsibilities shall be as specified in Chapter 17. (SEE Engineers note on Page S1.1 Note 11. Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA 98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final oc pancy inspections. X 24) 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 charg�all be collected by the Building Department prior to any further inspections being performed or approvals granted. X 41, 25) All construction must meet or exceed all local ordinances and 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 a ion. X- BLD2017-00371 Please refer to the following pages for conditions of this permit. Page 6 of 8 2E) 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 R403.6. 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. X 27) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinances'' illation, must be reviewed and approved by Mason County prior to construction. X_ 28) 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 Inspecto I be made prior to requesting additional inspections. X 29) Owner/applicant must obtain a seperate permit for the placement of any size propane tank serving a fixed appliance within a dwelling structure or unit prior to the placement of the tank. X 30) All property lines shall be clearly identified at the time of foundation inspection. X BLD2017-00371 Please refer to the following pages for conditions of this permit. Page 7 of 8 31) All building permits shall have a final inspection performed and approved by the 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 C nty_ordinances and building regulations. X "� 32) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder havWevented action from being taken. No more than one extension may be granted. X ;''� 33) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connect-orbs and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X �L 11 34) Retaining walls needed to support a su rcha rga such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X 35) 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. X r 36) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approve ?Plan"to ensure these structures are shown and meet the setback conditions listed. X �`- �� 37) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOTADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD X '� 7 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 PE LICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. SlInature Date /-X UL OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2017-00371 Please refer to the following pages for conditions of this permit. Page 8 of 8 Page 1 of 5 Trish Woolett - Fwd: Miller Residence From: Paul Miller<millerfl6@gmail.com> To: <tw@co.mason.wa.us>, <Jnkdalton2@outlook.com> Date: 10/16/2018 12:15 PM Subject: Fwd: Miller Residence Trish and Jack, Based on the response from our Structural Engineer (below), we shouldn't need any extra costly concrete inspections - is that correct? Thanks, Paul Miller 461 N Sweetgrass Ln Shelton, WA 98584 (360)545-5970 Sent from my iPhone Begin forwarded message: From: Jim Carnes <jcarnes e ssfengineers.com> Date: October 16, 2018 at 09:20:39 PDT To: Paul Miller<millerfl 6kgmail.com> Subject: RE: Miller Residence Hi Paul, It is not a weathering requirement, per se. However, special inspections are not required per IBC 1705.3 Exception: "Special inspections and tests shall not be required for: (2) Continuous concrete footings supporting walls of buildings three stories or less above grade plane that are fully supported on earth or rock where: (2.3)The structural design of the footing is based on a specified compressive strength,f c, not more than 2,500 pounds per square inch (psi), regardless of the compressive strength specified in the approved construction documents or used in the footing construction." There are no structural special inspection requirements on this project. Thanks, Jim Carnes Staff Engineer D 206.956.3712 O 206.443.6212 <image001 Jpg> SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle,WA 98121 ssfengineers.com file:///C:/LJsers/Trishw/AppData/Local/Temp/XPgrpwise/5BC5D655Masonmai11001626... 10/17/2018 Page 2 of 5 <image003.jpg> <image004.jpg> CONFIDENTIALITY NOTICE:This e-mail message,including any attachments,is for the sole use of the intended recipient and may contain confidential,proprietary.and/or privileged information,as well as content subject to copyright and other intellectual property laws.If you are not the intended recipient,you may not disclose,use,copy,or distribute this e-mail message or its attachments.If you believe you have received this e-mail message in error..please contact the sender by reply e-mail,immediately delete this e-mail and destroy any copies.Prior to use of this e-mail message or its attachments.the intended recipient agrees to the terms of use outlined on the Swenson Say Faget copyright link: http://ssfengineers.com/media release/Any such use indicates acceptance by the recipient of the above statements and conditions of permitted use without exception. From: Paul Miller<millerfl6@gmail.com> Sent: Monday, October 15,2018 6:00 PM To:Jim Carnes<jcarnes@ssfengineers.com> Subject: Fwd: Miller Residence Jim, Talking with our county inspectors, so long as the 3000psi rating of the concrete is only for weathering, as listed in the email below,then we don't need a special inspection. Can you confirm that it is indeed just for the weathering requirement listed in the code? Thanks again! Paul Sent from my iPhone Begin forwarded message: From: "Trish Woolett" <tw@co.mason.wa.us> Date: October 15, 2018 at 08:11:07 PDT To: "Paul Miller" <millerfl6@gmail.com> Subject: Re: Fwd: Miller Residence Paul, If the 3000 psi is for weathering only no special inspection. I suggest you have the batch report from the driver in case the inspector would like to see it. Have a great day. Tricia WepUtt Building Inspector Mason County Community Dev. 615 W Alder Street Shelton WA 98584 360.427.9670 ext. 281 tw@co.mason.wa.us County Web-Site: www.co.mason.wa.us file:///C:/Users/Trishw/AppData/Local/Temp/XPgrpwise/5BC5D655Masonmail 1001626... 10/17/2018 Page 3 of 5 >>> Paul Miller<millerfl6@gmail.com> 10/12/2018 11:32 AM >>> Trish, Are any special inspections required for 3000psi concrete for our foundation?Our contractor thought there may be increased inspection/testing requirements if the design required anything above 2500psi - but out engineer didn't think to seem it would be required.Thanks, -Paul Miller 461 N Sweetgrass Ln Shelton, WA 98584 (360)545-5970 ---------- Forwarded message--------- From:Jim Carnes<jcarnes@ssfengineers.com> Date: Fri, Oct 12, 2018 at 9:48 AM Subject: RE: Miller Residence To: Paul Miller<millerfl6@gmail.com> Hi Paul, No, that is not acceptable. 3000psi compressive strength is the minimum required by current codes. General Structural Note 13 specifies that f c=2500psi was used in the design and per the IBC, special inspection is not required. So, please use fc=3000psi. Thanks, Jim Carnes Staff Engineer D 206.956.3712 O 206.443.6212 <rnirne_ SWENSON SAY FAGET attachment.jpg> STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle,WA 98121 ssfengineers.com <mime-attachment.jpg><mime-attachment.jpg> CONFIDENTIALITY NOTICE:This e-mail message,including any attachments,is for the sole use of the intended recipient and may contain confidential,proprietary..and/or privileged information,as well as content subject to copyright and other intellectual property laws.If you are not the intended recipient,you may not disclose,use,copy,or distribute this e-mail message or its attachments.If you believe you have received this e-mail message in error,please contact the sender by reply e-mail,immediately delete this e-mail and destroy any copies.Prior to use of this e-mail message or its attachments, the intended recipient agrees to the terms of use outlined on the Swenson Say Faget copyright link: http://ssfengineers.com/media release/Any such use indicates acceptance by the recipient of the above statements and conditions of permitted use without exception From: Paul Miller<millerfl6@gmail.com> Sent:Thursday, October 11,2018 8:15 PM To:Jim Carnes<jcarnes@ssfengineers.com> Subject: Re: Miller Residence Jim, I have a follow-up question on the residential plans you put together for us, form our foundation contractor: Would concrete of 2500#strength be sufficient?The 3000#as written requires significant increased costs due to the testing and inspectors.Thank you, -Paul Miller On Fri,Jul 6, 2018 at 3:17 PM Paul Miller<millerfl6@gmail.com>wrote: Of note- I'm planning to use 2x6 studs which I think will make 24" O.C. acceptable. file:///C:/Users/Trishw/AppData/LocaUTemp/XPgrpwise/5 BC 5D65 5Masonmail 1001626... 10/17/2018 Page 4 of 5 Thanks, -Paul On Thu,Jul 5, 2018 at 11:01 AM Jim Carnes<jcarnes@ssfengineers.com>wrote: Hi Paul, 16"o.c. is the industry standard, but the code does allow us to go to 24"o.c. I will verify the capacity of the studs work at 24"o.c. and get back to you. It shouldn't affect your permit submittal, however. Hope you had a great 4th. Best, Jim Carnes Staff Engineer D 206.956.3712 O 206.443.6212 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 ssfengineers.com CONFIDENTIALITY NOTICE:This e-mail message,including any attachments,is for the sole use of the intended recipient and may contain confidential,proprietary,and/or privileged information,as well as content subject to copyright and other intellectual property laws.If you are not the intended recipient,you may not disclose,use,copy, or distribute this e-mail message or its attachments.If you believe you have received this e-mail message in error, please contact the sender by reply e-mail,immediately delete this e-mail and destroy any copies.Prior to use of this e-mail message or its attachments,the intended recipient agrees to the terms of use outlined on the Swenson Say Faget copyright link:htto://ssfengineers.com/media release/Any such use indicates acceptance by the recipient of the above statements and conditions of permitted use without exception. From: Paul Miller [mailto:millerfl6@gmail.com] Sent:Wednesday,July 04, 2018 1:41 PM To:Jim Carnes<jcarnes@ssfengineers.com> Subject: Re: Miller Residence The only thing I can find that I have a question on right now is on page 1 note 34.13.You say to use wall studs at 16" OC. Is there any reason we couldn't do 24" OC? I also received the invoice and will send a check soon-thanks! About to send the documents to the permit office-fingers crossed. -Paul On Thu,Jun 21, 2018 at 9:42 AM Paul Miller<millerfl6@gmail.com>wrote: Thank you. I am reviewing it and expect that I'll have a few questions to make sure I understand the documents correctly. Looks good so far! Paul Sent from my iPhone On Jun 18, 2018, at 12:11,Jim Carnes<icarnes@ssfengineers.com>wrote: Hi Paul, Please see attached for our permit package for your house. Please let me know if you have any questions. Thanks, Jim Carnes Staff Engineer D 206.956.3712 O 206.443.6212 <image001.jpg> SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 ssfengineers.com <image002.jpg><image003.jpg> CONFIDENTIALITY NOTICE:This e-mail message,including any attachments,is for the sole use of the intended recipient and may contain confidential,proprietary.and/or privileged information,as well as content subject to copyright and other intellectual property laws.If you file:///C:/Users/Trishw/AppData/Local/Temp/XPgrpwise/5BC5D65 5Masonmail 1001626... 10/17/2018 Page 5 of 5 are not the intended recipient,you may not disclose,use,copy,or distribute this e-mail message or its attachments.If you believe you have received this e-mail message in error, please contact the sender by reply e-mail,immediately delete this e-mail and destroy any copies.Prior to use of this e-mail message or its attachments,the intended recipient agrees to the terms of use outlined on the Swenson Say Faget copyright link: htto://ssfengineers.com/media release/Any such use indicates acceptance by the recipient of the above statements and conditions of permitted use without exception. <Ca1cs_061818.pdf> <MILLER_061818.pdf> <Trish Woolett.vcf> file:///C:/Users/Trishw/AppData/Local/Temp/XPgrpwise/5BC5D655Masonmai11001626... 10/17/2018