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HomeMy WebLinkAboutBLD2023-00160 Add Breezeway and Studio - BLD Application - 5/24/2024 MASON COUNTY COMMUNITY SERVICES Permit No: 0' D W3- PERMIT ASSISTANCE CENTER: -BUILDING-PLANNING-PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 � Phone Sheton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone r C4 / Belfair.(360)275-4467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: 6 NAME:Patricia Karmen NAME: MAILING ADDRESS:PO Box 1297 MAILING ADDRESS: CITY:Fyn STATE:WA ZIP:98524 CITY: STATE: ZIP: , f PHONE#1:360 304-2023 PHONE: CELL: PHONE 42:350 5525135 EMAIL: EMAIL:Karmanpoole@gmail.com L&I REG# EXP. PRIMARY CONTACT: OWNER 0 CONTRACTOR❑ OTHER❑ NAME fetK^ ^ EMAIL Karmanpoole@gmall.com LDING MAILING ADDRESS PO Box 1297 CITY My" STATE WA ZIP PHONE 0 Wdk- CELL 3603w-2023 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 12229.44000010 ZONINGRR5 LEGAL DESCRIPTION(.Abbreviated)PCLC+T,L,of BLA#01-46 FIRE DISTRICT 3 ! SITE ADDRESS 141 E.Nelson Rd CITYAllyn.WA DIRECTIONS TO SITE ADDRESS Grapeview Loop Road to East Nelson Road.100 yards on East Nelson Road to driveway on left sign with"141*at driveway entrance IS THE PROJECT WITHIN 300 FT OF SLOPEtS)GREATER THAN 14%: YES[] NO 0 SNOW LOAD:?bsf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that applv): SALTWATER 0 LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ I TYPE OF WORK: NEW❑ ADDITION E] ALTERATION❑ REP.AIR❑ OTHER ❑ USE OF STRUCTURE(Residence.Gacnge.Commemiat Bldg.E....residential IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)0 YES(Part(s)ofBldg)❑ NO❑ DESCRIBE WORKStudio connected by breezewayto house SQUARE FOOTAGE:(prapascd) 1 ST FLOOR304 sq.ft. 2ND FLOORna sq,tL 3RD FLOORna sq.t't. BASEMEIv'Tna sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.tL OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.& .Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED' MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC 0 SEWER❑ / NEW❑ EXISTING 0 PLUMBING IN STRUCTURE? YES❑ NO 0 If'yes,attach completed Rater Adequacy Form PERIMETERIFOUNDATION DRAINS PROPOSED? YES 0 NO❑ EXISTING SQ.FT.1040 EXISTING BEDROOMS 1 PROPOSED BEDROOMS 0 TOTAL BEDROOMS 1 OWNER acknowledges that 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 and 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 legal representative,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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PER PLICATI OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) x r January 31, 2023 Signature of OWNER(Must be sinned by the OWNER) Date DEPARTMENTAL REVIEW APP OVED DATE DENIED DATE I TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT D(( PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Permit No: PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •FIRE MARSHAL RE 615 W.Alder St-Shelton, WA 98584 F/VEf-9 www.co.mason.wa.us Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798 FEB Phone Belfair.•(360)275-4467• Phone Elma:(360)482-5269 615 w �8 ��2' PLUMBING & MECHANICAL PERMIT APPLICATION Atde►-Str*o,,, OWNER INFORMATION: CONTRACTOR INFORMATION NAME:Patricia Kaman NAME: 13 MAILING ADDRESS: Po So.12W MAILING ADDRESS: CITY:AMyn STATE:wA ZIP:9es24 CITY: STATE: ZIP: 151 PHONE:360 304-2023 PHONE: CELL: 2nd PHONE:360552-5135 EMAIL : EMAIL:Kannanpoole@gmaii.com L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 Digit 1Vumber):1222944000010 Zoning:RR5 LEGAL DESCRIPTION(Abbreviated):Pcic•T.l_of eLA#01-46 SITE ADDRESS: 141 east Nelson Rd CITY:ARvn DIRECTIONS TO SITE ADDRESS: Grapeview Loop Rd to E. Nelson Rd. 100 yards on E Nelson Rd to driveway on left. Sign with " 141" at driveway entrance. TYPE OF JOB: NEW=ADD=ALT=REPAIR=OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS—1 sT FLOOR=2ND FLOOR[�BASEMENT=GARAGE=OTHER] PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric=LPGEQNatural Gas=Ductless0 Toilets Type of Unit No.of Units Fees Bathroom Sink Furnace Bath Tubs Heat Pump une Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood Hose bibs Dryer Vent Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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 worts 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMrr APPLICATION OF 180 DAYS WILL IyV� z IDAITAPPLICATION. 21) X Signature o Owner i�—� Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL EH SETBACKS RECEIVED FEB 08 3M """ a1/lvtOZ3 %�iMAWIeOiE oiraoas e.uo K.an. .a.s e.y«.I.w,so- 615 W.AIOer Street rturr�u+ � I�'xzd�dt.,,�, �- sisruus 9GiP:l'.IV.Y w/a'+A'Nnll il�aY 4 7 I is im. ' oimti+awmMw n i>aciaasay.nmvss s,0 ��al 6osmro la� FS/� 1 Lf rill� ift / /01W wxw A �C1�RlDHottae >YtrSlt-w Y \ ]4II.EV. PYW SIfA 7561i9 �, T¢r]NRIIE1'.MRlV63' ��\ >alamalla saa A ��qq Y1lSf ,� 6n 813v. 1JBdWRpAD ��.n fOl1EV Name WV\— Parcel# BLD# J t) GO 1 l J O Mason County R�C BqIWINGDepartment of Community Developmentcel Stormwater Management APPlication/Worksheet (page,1 o//f A „ O Per Mason County Code,Title 14, Chapter 14.48 a stormwater site plan is required whenever a building applica$,4�yes made for residential development, or redevelopment',with more than 2,000 square feet of impervious surfaceZ. r Stre 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development 1` including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. • To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Building s '2,0 X ' X = Measurements for buildings are taken at the _ perimeter of the farthest projections(example:X eaves/gutters) X = —Driveways X X = Length of drive begins at the right of way X = Parking Areas X X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 3a If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknow ge that th information provided is accurate and employees of Mason County are granted access to the above- described prope for re 'ew and inspection as may be required. 3{ Owner/Agent/Contractor(circle one)Date: 12,2 Z If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: httn//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850,Shelton WA 98584 Physical:415 N 6th St,Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact 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.Mason County Division of Environmental Health can be reached at: Phone:(360)-427-9670 EXT.352 Mail:P 0 Box 1666,Shelton WA 98584 Physical:426 W Cedar St,Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 4 Y6_r2 P7_3 r-t4 m "C C--rrnr4 s lam- 8 fE7 1/1104 cnotJ cz14 Wr A simpler alternative BY If the builder uses the Performance or ERI path to IRC compliance rather than the prescribed code, is there a simpler alternative that might offer acceptable results? The next example shows insulation extended just 12 inches down from the top of the slab. Cantilevering the bottom plate for continuity in the insulation boosts performance. If you use 2x10s to form the slab, the forms can be elevated and the insulation can simply be placed on the form prior to placing the concrete. No additional insulation is placed in the trench footing. Two-inch foam is quite strong and will hold back the weight of the concrete without adding taller forms. The image above also shows the 2 x 6 wall cantilevered to flush the face of the sheathing with the face of the foam thereby avoiding the chamfer. One can see that just twelve inches of foam provides a result that is superior to the code prescribed method with chamfered foam. Now the inside corner is 57°F, the best performance yet. The software that many energy raters use confirms this result. If one compares the prescribed two feet of foam (placed like the image above) with just one foot in CZ-4, the results are within 96%. Ask your rater to try it on your plans. Heat flow model with just 1 foot of slab-edge insulation. Another detail that is often overlooked is that the entire building envelope must be insulated. This includes the separation between the house and any attached garage (whether the garage is insulated or not). This necessitates using a separate pour for the garage with slab-edge insulation placed in between. If both the interior slab and the garage slab are to bear on the footing, the intervening foam will hit the top of the footing. This is no problem when using just one foot of foam. The garage floor can also be placed a couple of inches lower. Energy cost impact So what is the effect of these various methods on energy efficiency? RE Design software was used to simulate annual energy use for a 1,835 square-foot slab-on- grade rancher with an attached two-car garage in Kansas City (CZ-4). The only impact is to heating costs. The results are tabulated below. Four feet of foam has been included to demonstrate the reduced impact with depth. The upcoming 2021 IRC may prescribe 4 feet in CZ-4. With the results from both REM/Design and Therm in apparent agreement, these are significant numbers that justify the additional cost of adding slab-edge insulation as long as it can be accomplished cost-effectively. But again, the most profound improvement is comfort. So 1 foot of slab-edge would save $137/year. But more importantly, this savings represents 40% of total heating costs which yields a substantial increase in comfort. Exterior insulation protection It should be clear that one cannot simply expose foam insulation to the rigors it is likely to encounter like ultra-violet radiation from the sun and the assault from motorized weed trimmers. Here's what the IRC has to say about protecting slab- edge insulation: Niio1. m Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of slab-on-grade floors shall have a rigid, opaque and weather- resistant protective covering to prevent the degradation of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. The IRC calls for"a rigid, opaque and weather-resistant protective covering" on slab-edge insulation. Protection is commonly provided using sheet metal flashing, though it is difficult to apply and hard to make look good with many visible dents and wrinkles in the metal. Constant contact with moist soil also greatly shortens the lifetime of even galvanized sheet metal. Stainless steel could be used, but the cost would most likely be prohibitive. Some apply a stucco coating to the foam, Pp y gbut its durability would be questionable in the pr esence of weed trim mers. Another technique is to use fiber-re inforced cement board with a stucco coating and metal flashing under the wall. An EPDM membrane is a durable alternative for slab-edge insulation protection. A better alternative is Ethylene Propylene Diene Monomer (EPDM) rubber. EPDM is a synthetic rubber that is commonly used for commercial roofs. In its sheet form it most closely resembles a thick tire inner-tube. It is low cost, highly weather-resistant, and long lasting. The typical thickness used is 45 mil. Many contractors already use EPDM to flash the point of contact between walls and porches and patios. DIY stores sell it in 15 mil thickness for use as pond liners. It is quite paintable and impervious to weed trimmers. The sheets can be laid out on the new slab and cut into strips. The strips are adhered to the foam Ad the top of the slab using spray, contact cement. Joints can be welded with adhesive specifically designed for the purpose. Folding the material over the top of the slab blocks the path of termites through the foam. The bottom line The importance of slab-edge insulation at first seems counterintuitive, but the images from Therm offer vivid confirmation of the transfer of heat under extreme conditions. It is important to understand that the impact of slab-edge insulation decreases with depth and insulating the upper portion that is exposed to outside air is the most critical. Proper insulation protection is a must and special attention must be given to avoid the concealed intrusion of termites. There are many techniques for slab-edge insulation that have not been covered here. Each has its own unique challenges. The goal of this article is to simply encourage the proper insulation of this important part of the envelope by offering a cost-effective, simple, and long lasting alternative that provides good performance in a variety of locations. This includes between conditioned space and attached garages, porches, and patios. -Neal Ezell is a third-generation residential contractor with a bachelor's degree in Engineering Physics. At Ezell-Morgan Construction in Lawrence, Kansas, Neal and his brother Brian build cost-effective homes that consistently rate in the low 50s on the HERS scale. Illustrations and photos courtesy of the author. F� iTPS ; w vi u) t � Aav 1s©e, cow �RTI&L'E / Cy C—V l [4 f-�7-