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HomeMy WebLinkAboutBLD2014-00553 Final Remove MFG Home Replace with SFR - BLD Permit / Conditions - 11/25/2014 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 279 Shelton, WA 98584 l� RESIDENTIAL BUILDING PERMIT BLD2014-00553 OWNER: R. J PEABODY RECEIVED: 6/19/2014 CONTRACTOR: RJ PEABODY, INC 360.895.3235 LICENSE: RJPEAP1861DU EXP: 3/31/2016 ISSUED: 8/5/2014 SITE ADDRESS: 410 NE LARSON BLVD BELFAIR EXPIRES: 2/5/2015 PARCEL NUMBER: 123305100041 LEGAL DESCRIPTION: BEARDS COVE DIV 4 LOT: 41 PROJECT DESCRIPTION: DIRECTIONS TO SITE: REMOVE EXISTING MFG HOME REPLACE WITH NEW SFR (STOCK ST RT 3 TO BELFAIR, L ON ST RT 300/NORTH SHORE RD, R ON SAND PLAN 2012-0007) HILL RD, L ON LARSON BLVD TO SITE ADDRESS General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: vb Type of Use: SF Insp.Area: No. of Bathrooms: 3 Occ. Group: R3U Lot Size: Deck: 96 Type of Work: NEW Fire Dist.: 2 No. of Stories: 2 Occ. Load: Building:1,472 Garage-Detached 400 Valuation: $ 182,259.44 1 Building Height: Occ. Status: Primary Basement: COV PORCH 84 Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: S 40.0 Ft. Shoreline: Ft. Water Body: Rear: N 10.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: E 42.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: W 10.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 3 Furnace<100K 1 Plan Check Fee GMM 6/19/2014 $282.75 S1201400000001 Lavatories 3 Ventilation Fan 3 Planning Review Fee GMM 6/19/2014 $205.00 S1201400000001 Bath Tubs 1 Exhaust Hood 1 EH Minor Plan Review ALP 6/19/2014 $ 100.00 S7201400000001 Showers 1 Dryer Vent 1 Building Permit Fee DLC 7/23/2014 $ 1,458.55 S2201400000001 Clothes Washer 1 Mechanical Permit Fee DLC 7/23/2014 $67.50 S2201400000001 Water Heaters 1 Mechanical Base Fee DLC 7/23/2014 $28.50 S2201400000001 Kitchen Sink 1 Plumbing Permit Fee DLC 7/23/2014 $ 110.60 S2201400000001 Dishwasher 1 Plumbing Base Fee DLC 7/23/2014 $24.70 S2201400000001 Hosebibs 2 ADJUST--Plan Check Fee DLC 7/23/2014 $8.96 S2201400000001 BLD-Plan Copies DLC 7/23/2014 $45.00 S2201400000001 Total $ 2,331.56 BLD2014-00553 Please refer to the following pages for conditions of this permit. Page 1 of 7 CASE NOTES FOR BLD2014-00553 CONDITIONS FOR BLD2014-00553 1) 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 1-899,647--009_82. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) 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 Depart r nt p�any further inspections being performed or approvals granted. X ( � 3) Owne is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X r ent 4) 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 Moved documents will result in failure of required building inspections. X A 5) All slabs within the heated space shall be insulat-H to a minimum R-10 for at least 24". Monolithic slabs shall be insulated around the perimeter from the top of the slab to the bottom of the footing X PK 6) THE F '�DATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. XI X�'S,.� 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 p� artment prior to any further inspections being performed or approvals granted. X BLD2014-00553 Please refer to the following pages for conditions of this permit. Page 2 of 7 v) ' 2ui2 ilzuu/vvasnington Mate tnergy t-oae 1,ompnance nas ueen appruveu as iunuws. 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. In addition the following credits from R406.2 shall be completed as follows: Option 5A(0.50. credit): Efficient water heating, Electric water heater with min. EF of 0.93. All showerheads and kitchen sink faucets shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less. PROVIDE COMPLIANCE INFORMATION FOR THE WATER HEATER, AND FAUCETS AVAILABLE AND ON-SITE FOR FINAL OCCUPANCY INSPECTION. Maximum heat equipment output: 25,144 btu/hr X ; X 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 IECC/WSEC R401.3 & R101.4.3 Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2012 Certificate" and are available in Y4 or'/sheets. The Mason-County 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.J 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 BLD2014-00553 Please refer to the following pages for conditions of this permit. Page 3 of 7 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 1 v 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/contract r is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. X 14) Stock Plan Identification number: 2012-0007 This project is approved subject to the provisions identified the Mason County Stock Plan Policy. The site plan approved by the Planning Department, original building plans, and all attachments approved by the Mason County Building Department shall be available for the Mason County Building Inspee�tpr at each required inspection. X I� a 15) 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 . 16) 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 X such r s connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. d 17) 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 area art of the approved set of plans and shall remain attached P P 9 9 P PP 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 se Upacted by the Building Department prior to any further inspections being performed or approvals granted. X BLD2014-00553 Please refer to the followingpages for conditions of this permit.P 9 P Page 4 of 7 18) 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 revocation.) j 19) 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 R403.2.2 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 \, 20) 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 ahas soobtained written approval from ORCCA.2490 B Limited Lane NW, Olympia WA 98502, 360.586.1044/800.422.5623 www.orcaa.org X 21) 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. X BLD2014-00553 Please refer to the following pages for conditions of this permit. Page 5 of 7 22) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinan� egulation, must be reviewed and approved by Mason County prior to construction. X 23) 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 X spectVshn I I be made prior to requesting additional inspections. 24) All property lines shall be clearly identified at the time of foundation inspection. X 25) 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 Cover ordinances and building regulations. X ��vL 26) 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 (older ha�a�prevented action from being taken. No more than one extension may be granted. 27) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY, � X `�j�✓ 1 28) Approved r dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 2 sz 29) All construction and demolition debris must be removed from the site after project completion. Proper is osal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 30) Concrete leachate and wi water must be contained during construction pouring, such that water quality degradation of adjacent waters or properties does not occur. X 31) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacenill properties. Silt fencing, straw, or surface matting must be installed and maintained until upland vegetation has become established. X , , 32) Prior to final approval, all upland areas disturbed or newly cpaated by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X BLD2014-00553 Please refer to the following pages for conditions of this permit. Page 6 of 7 33) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Apprd Site Plan" to ensure these structures are shown and meet the setback conditions listed. X 34) 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 - 35) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. A. Drainfield/ Reserve requires a 10ft setback from all footing/foundations. B. Septic tank(s) requires 5ft setback from all footing/foundations. C. No foundation drains within 30ft, down gradient of drainfield/reserve area. X. 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. r \l Signature Date OWNER ( EPRESe one to IV'E indicate) CONTRACTOR Print Name BLD2014-00553 Please refer to the following pages for conditions of this permit. Page 7 of 7 00 o CONCRETE MECHANICAL MANUFACTURED HOME M � Footings !Setbacks date l bk't'll f By(� Ribbons m O Gas Piping o Interior Date � �y By � t Interior-Date By Date By 0 w Exterior Date By iJV Exterior-Date By Set-up Point toad J Isolated Footings INSULATION Date By Date 9 IH By Da SLAB INSULATION13y FIRE DEPARTMENT Floors Foundation WailsS Date By Date By Data b Zl4 gy K— DECKS FRAMING Wails Date By Date By Date Ia z� iN By PROPANE TANKS PLUMBING Vault Data __._Ely_.._.__ Date By OTHER Groundwork Attic J.-f Type. Date /r'I By Wit '�I Date 1 Z „Ij By Date By D.W.v DRYWALL Type_ V Int Brace Wall Date 'd �{ By V�J Date By Date By W CDFINAL INSPECTION v 0) m Water Line Fire Separation N m Date By e Date By Date 7 !/) ByCD C m � o Pans or Request Inspect. c Type of Insp. Fail Date Date Done By Comments g _r N1 N ca co CA 0 o PC-#%b PA-1" I I"� Z7� L' L Q o rl-rjAPe i 5S Io LAD- 3 I tr N ( PGss I ., 4 125 A'i 0 Permit# 045s 3 MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location L110 IVY LC,/SO-4 )3il'o This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been f0 d: Items listed below must be corrected to gain compliance 12 DYE Lwait ' 4 t14 142, vre,o k- to b < botk e, ✓akCe, (� !'1 Z'- (`ct '���./ Grt,l 4t� +,/fie as tIO - I Cc,.- J-Ll G ytie-ter -Y�> ir_k,Z� O G f Hv�l C �i er wee. ZIP 41, Ct c.. l-t t +n l tA, L Yu l.S i You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office Q Make corrections, items will be checked on next inspection regarding possible structural OK to j�`.56i/%t44-e--- damage incurred by recent "natural/man made" ❑ This is not a complete inspection disasters.This is NOT a Date I Department CORRECTION NOTICE. Inspector L�� f)* * NiiiiL`T , i•�I �4 ' ' THImwi T, , _k .. I 0 �f s 1 �r T �?�Cj 4k 'put oG w 6 LG vdv�l � � � s' C0 fp Hodge gen ineeringinc. 10/21/14 Report #14.0293A RE: UFER Ground Wire Attachment 410 Larson Lake Rd, Belfair, WA 98528 SKID Plan Name Thomas Res. 5 To Whom It May Concern: I have provided the required engineering for the SKID Plan Name Thomas Res. 5. This plan is base planned with Mason County #2012-0007. The engineering is being used by RJ Peabody at 410 Larson Lake Rd., Belfair, WA 98528. Per the builder a portion of the footing had to be removed to allow an electrical connection between the ground wire and the rebar located inside the footing. At the request of the builder I have reviewed site photographs of the damaged foundation footing. The concrete chipped from the footing does not adversely affect my engineering. It is important to cover the exposed rebar with a sealant such as 3" of concrete or epoxy. Structural steel is more likely to corrode than copper and be the sacrificial anode in wet environments. Thoroughly clean the foundation prior to filling the chipped out areas. See attached builder provided pictures of the affected area. Please contact me with any questions regarding this project. Repo 14:0 �e Q � Johl',�fudge i +A AL L-1 I-lcldge Engineering, Inc. Jcihn I?. Ilodge P. E. 26i;;Jahn Ave NW Ste. 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