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HomeMy WebLinkAboutBLD2019-00157 SFR - BLD Application - 2/25/2019 MASON COUNTY COMMUNITY SERVICES permit No: ��� � S PERMIT ASSISTANCE CENTER: � �O BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL -'�yy� &I p v(SO 615 W.Alder Street,Shelton,WA 98584 ' ""r Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone _= A Belfair.(360)275-4467•Phone Elms:(360)482-5269 V s D BUILDING PERMIT APPLICATION FHB 252019 19 PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATIO .A/der Stre��t NAME: R d 0[dOY 4rz"Jj�C.� NAME:_ S.q,,,�. ld s&,D/;-Ay' MAILING ADDRESS: t-70 MAILING ADDRESS: CITY:_Z tv aeN STATE: r, o ZIP:q$7Zq CITY: STATE: ZIP: PHONE# : --2.1,e6 7 I-L ,6 Q6 PHONE1340V? /t;7 Y CELL:3ti0 7/z 40 0G 6 PHONE#2: /j-7 g , EMAIL : rr-vat&Aj EMAIL: L&I RE #i e D AyD AS'Z1Zha: EXP.-7—/JL-/Jzj PRIMARY CONTACT: OWNER❑ CONTRACTOR ql�-' OTHER❑ , NAME S /11 ti7�lr0.. EMAIL MAILING ADDRESS ,!-, _ CITY tT ti STATE ZIPq97,&C. PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) /Zy�j $�,�jr / f>C�`7 ZONING /Z 2— LEGAL DESCRIPTION(Abbreviated) 1jAiJ 10CL 5 AleA73J�.2 '0 I FIRE DISTRICT SITE ADDRESS F CITY DIRECTIO S TO SITE ADDRESS D/V IS THE PROJECT THIN 300 FT OF OPE(S)&EATER THAN 14%: S❑ NO 4- IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply):AV DG dYl SALTWATER❑ LAKE❑ RIVEWCREEK ❑ POND❑ WETLAND ❑ SEASONAL RUNOFFN STREAM TYPE OF WORK: NEW ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etta Z-Fe } J- A)LO IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part[il of Bldg) ❑ NO❑ DESCRIBE WORK SOUARE FOOTAGE: (propose+existing) IST FLOOR-1 I I2-_sq. ft. 2NDFL�OR sq.ft. 3RD FLOOR sq. ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE. �/8 sq.ft. Attached[Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: A)IA *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL _ YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER / NE�d EXISTING ❑ PLUMBING IN STRUCTURE? YESSO--' NO❑ If. es, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES NO❑ EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS -3 TOTAL BEDROOMS 3 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 permitlappiication 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 PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) Olc•� to0v&A. + SuW) L L (I 11g— !4 x Si ature of OW ER st be n NER he O ) Date DEPAR ENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT Y PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY RECEIVED COMMUNITY SERVICES FEB 2 5 2019 / Building,Planning,Environmental Health,Community Health 615 W.Alder Street Physical and Mailing Address: 615 W Alder St.,Bldg 8, Shelton, WA 98584 Shelton Phone: (360)427-9670 ext 352 •: Fax (360)427-7798 PLUMBING & MECHANICAL PERMIT APPLICATION Permit#: UILUING OWNER INFORMATION: ,1 CONTRACTOR INFORMATION: NAME:�t YSemv��a-«✓►fit �> � LL NAME: :5aI Lt_ MAILING ADDRESS: S MAILING ADDRESS: CITY: L."�y� p�A_Z STATE: IP: CITY: STATE: ZIP: 151 PHONE: a D q'2-'7 I j� iZ PHONE���1 CELLS - 2md PHONE: RC EMAIL: S"T/L1 EMAIL: &0nA L&I REG# 441 WIT EXP. ::7l/I / 7zc l PARCEL INFORMATION: PARCEL NUMBER (12 Digit Number): J '- ,;?_-7� ZD Zoning: LEGAL DESCRIPTION (Abbreviated): SITE ADDRESS: r CITY: /f y� DIRE TIONS TO SITE ADDRESS: 2 c— ?4�> TYPE OF JOB/WOR NEW ADD ALT REPAIR OTHER USE OF BUILDING PLUMBING FIXTURES MECHANICAL UNITS [) Electric in-wall heaters (nofae) Type of Fixture No. of Fixtures Fuel Type Fees Type of Unit No. of Units Fuel Type Fees Toilet(s) 2. Furnace [E/G/LPG] Bathroom Sink(s) -17, Heat Pump [E/G/LPG] Bath Tub(s) / o Ductless H.P. �_ G/LPG PUA; Shower(s) „ Spot Vent Fan Z s' 4r5 4 -r Water Heater(s) S& /_G/LPG] 14.Z. !1414 Propane Tank L_ga[.] Clothes Washer(s) NG/LPG] =Z.O Gas Outlets) Kitchen Sink(s) j Heat Stove [ G/LPG/W) Dishwasher(s) ! Kitchen Exhaust Hood / /alp G,fA+ 0-1A>6 Hose bib(s) Dryer Vent / Other Solar Panel Other Other wkgf '�s�TU —�L,•¢vM]!LY ' Plumbing Subtotal &-V?7mCA- Mechanical Subtotal Plumbing Base Fee Mechanical Base Fee Final Inspection Fee Final Inspection Fee TOTAL PLUMBING TOTAL MECHANICAL 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 INSPW.INACTIVITY F THIS PERMIT AP LICATI N F_1$0 DAYS WILL INVALIDATE THE APPLICATION. x ' I — I g201 ature of Applicant Date x 1/ Owner/Owners Representative/Contractor Print Name V (Circle one) DEPARTMENTAL REVIEW APPROVED qAT DENIED DATE TAGS/NOTESICONDITIDNS O Building i O Fire Marshal O Permit Tech (OTC permit only) ti-I�i u. uir: htt^://www.co.ITasor:.wa.us/cor„rzunitv_devi Rev 3/08/2017 Permit number BLD Mechanical Permit Checklist • Name of o«ner: �4- �`Name of Installer: • e �U LPG Nat Gas Electric ,/ Other • If propane, what is the proposed size of tank(s)? • What type of mechanical unit will be installed? (i.e.freestanding stove,forced air , a e, etc.) G • If the unit is a wood stove,provide: Make Model Year Label Number • What is the use of the structure? (Circle one) Residents Commercial (A permit applicationfor a commercial mechanical permit wt ued upon satisfactory review by staff. Include a floor plan showing the location of units)and layout of duct work with the permit application.) • Type of structure: (Circle o() Site Built Home Manufactured Home Other • What room will the mechanical unit be located? " • Will the unit be located in a basement? (circle one) Yes • How will combustion air be supplied to the mechanical unit? (Describe, i.e. direct vent, air inlets, etc.) • How will the-mechanical unit be exhausted to the outside? Applies to appliances using gas, oil or wood fuel. (Indicate B-vent, direct vent,L-vent,etc.) • What year was the structure constructed? Was this structure part of a PUD upgrade? • What type of controls will be installed? (i.e. thermostat; etc.) • Will the proposed mechanical unit be a heat source?(circle one) Yes No • Additional information: Signature of Applicant Date Typical mechanical fees: Forced air furnace $ 18.30 Heat pump 18.20 Propane tank 73..00 Gas Outlets 6.20 additional outlets over 1-5 ($1.20 each after 5) Mechanical base fee 28.50 or $ 9PO if base fee was paid on an active building or mechanical permit Freestanding unit, fireplace,pellet sove or wood stove $73.00 Final Inspection fee 73.00 EgA Name AM Parcel# f 7Z::Z2;ZO D6b/4P BLD# Mason County B B ' ' Etej �-Department of Community Development j • Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface 2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development 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 Buildings 43 X X _ ,� Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) Driveways X 2 = b X = Length of drive begins at the right of way X = Parking Areas X X = 5 —�2 Any paved, gravel or packed area per definition above table X = Patios/Walks 19 ,47 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) pZ 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 acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described perry for review and inspection as may be required. �_,. X Owner/Agent/Contractor(circle one)Date: 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# � pS o_/�{00 J BLDt' Mason County Department of Community Development Small Parcel Stormwvater 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: httu//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 F4TUL 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 stomiwater 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 450 100 W. Public Works Dr 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 400 415 N. 6th St— Bldg#8 lower level 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- des be r erty fir iew and i ctt y e i e . X Owner/Agent/Contractor(circle one)Date: v� Page 2 of 2 M AtC M De✓ 1' CONSTRUCTION SPECIFICATIONS P(an Nunber- 1.GENERAL NOTES- -f Go trean001 A.WIND EXPOSURE AND SPEED 90 MPH,EXPOSURE B It Sraft 7/17/18 B.ROOF LOAD 40 LB.(23-7-0-8) G RAIN-2'PER H1IUR FOR ROOF DRAINAGE DESIGN F FLOOR LOAD 50 LB,PSF 05.LIVE LOAD,10 DEAD LOAD) Owner Info) Scope of the Pro jectl ❑CCEIV E.DECK LOAD 60 PSF RECEIVED ED F, SOILS,PER IRC TABLE R4D5.1,IBC SECTION 1804 G, FROST DEPTH 18' H, SOIL BEARING PRESSURE 2,000 PSF o Bedroom e Red Door Design & Build 3 Bd Home I.SOIL CLASSIFICATION TYPE-GROUP IV Psatml 20-4&5 TEPERED GLASS J.ALL GLASS IN DOORS,SIDELIGHTS,AND BATHROOMS,TO BE 9 K. SEISMIC DESIGN-CATEGORY D 7356 Guide Meridain Single Story 2 AOF130TING SHOWN ON PLAN AS MINIMUM AND TO BE POURED Lynden, Washington 98264 1) Full Bath FEB 2Zd� ON CENTER OF WALL DIMENSIONS. FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL A 4' 1) Three Quarters Bath c r PERFORATED DRAIN PIPE IS TO BE LAID AROUND PERIMETER OF 4D FOOTING AND OVERLAID WITH 1/2'TO 2'WASHED DRAIN ROCK Site I n f o l 2 Car Garage V �,7 W.Alder B. FOUNDATION WALLS- TO BE BUILT TO SIZE SPECIFIED ON Street DRAWINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS, 1,112 Sq. Ft PLACED IN ACCORDANCE WITH FOUNDATION PLAN, C.REINFORCEMENT STEEL- TO HE AS SPECIFIED THICKNESS 1234 Drum Street CALLED OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED A&M Development Lot Line Adjustment, Lot 5 CONCRETE AND TO BE DEFORMED STEEL BARS CAR) TO ASTM 15 60 Mason Count ENVIRONMENTAL A CONCRETES DE -M O REB�) y HALL BE READYMIXEDCONCRETE'AND 3,FRAMING-SHALL CONFORM TO ASTM C94(5 SACK DR BETTER) 5,454 Sq, Ft. A.FLOORTO FRAMED IN ACCORDANCE VITH SPECIFICATIONS OF H EA LT H DS, 1.. TO W TO HAVE ALLOWABLE FLOOR LOAD DR ACCORDANCE WITH IRC 2. ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE WITH IRC. a STRUCTURAL LUMBER TO BE N2 DF OR BETTER. B. WALLS L EXTERIOR WOOD FRAMED WALLS TO BE 2'x6'DF-L M2 \ WITH STUDS AT 16'O.C. HEIGHT OF EXTERIOR WALLS TO BE AS SHOWN. Mason County Applicable Codes- 2,ALL EXTERIOR WALLS TO BE SHEATHED WITH 1/2' \ 1�9' STRUCTURAL PLYWOOD OR 7/16'GSB. IF PROPER LET-IN BRACING TO IS TO BE USED IT WILL BE DETAILED IN PLAN. -2015 International Residential Code and Amendments (IRC) \ DrUM 20' Easement for 3,ALL WINDOW HEADERS AND BEARING WALL BEAMS TO -2015 International Building Code and Amendments (IBC) S BE 4'x10'UNLESS SPECIFIED ON DRAWINGS. \ \ \ Ingress, Egress, 4, INTERIOR WALL TO 2'x4'CONSTRUCTION PLACED AT 16' -2015 Intern4tlOnal Fire Code and Amendments CIF() Drainage & Utilities, O.C. STUD HEIGHT TO BE AS SHOWN. -2015 International Mechanical Code and Amendments (IMC) \ \ g e 5.INTERIOR BATHROOM WALLS WITH EXTENSIVE PLUMBING -2015 Uniform Plumioing Code (UPC) (Private Road) �.J�J( FIXTURES MAY HAVE 2'x6'FRAMED WALLS TO BE PROVIDE -2015 Washington State Energy Code (WSEC) \ \ CLEARANCE AND COMFORTABLE HARKING SPACE S SHALL BE MOISTURE -2015 Washington State Ventllation and Indoor Air Qualit Code (VIAC) 6 RESISBATHTANT CEMENT OM WALL OPLASTER TILE,OR APPROVED EQUAL TO 70 g y \ \ O \ \ INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS C.ROOFS-DRAWINGS WILL SPECIFY TRUSS OR RAFTER CONSTRUCTION. \ O 1. ENGINEERED TRUSS DETAIL TO HE CHECKED BY GENERAL O - \ Drtaro CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLA 2, STANDARD ROOF LOAD TO APPLYTO DRAWINGS TO BE A 40 PSF TOTAL LOAD UNLESS SPECIFIED A 4FIED OTHERWISE ON IIRAVDNGS, IfilI1FCV10US Surface CBrCUITt10DS +' 3.ROOF SHEATHING TO BE 1/2'COX STANDARD,OR 7/16.OSB Silt Fence AND ROOFING PRODUCTS USED. Total Site Square Footage 5,454 \ D,CONNECTIDEC [' \ ALL CONNECTORS ARE SPECIFIED AS ACCORDANCE CONNECTORS ON EQUIVALENT. Total Bulldin /Concrete S Ft Lot 5" COnStrUCtIOF\ 1. NAILING SCHEDULE TO HE IN ACCORDANCE WITH TABLE 9 q 2267 ll..23-1-Q,UBC 40 Access �\4,ENERGY WIDE- COMPLY WITH T13 BE SEAM STATE 2015 ENERGY CODE Percentage of Site Coverage 41.57'% O ` A. ALL WINIUWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY W J INSTALLED WINDOW WRAP AND CAULKING CO ete H,ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO \ UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO Existing Structure Sq Ft 0 Existing 0 / Driveway \ STOP AIR LEAKAGE Pavenent/Concrete C.ALL PENETRATIONS FOR PLUMBING,WIRING,AND DUCTING / �\ TO BE SEALED New Structure Sq Ft 1777 pnveMent/Concrete 490 / \ D, VENTILATION DUCTS SHALL HAVE R-4 INSULATION COVERING / Existing 5'x65' 5,INSULATION- A. ROOF/CEILING HAVE MINIMUMINSULATION OF R-49 BLOWN INSULATION Infiltration Trench B.FLOOR-R-30 30'HATT INSULATIDN .H C.WALLS-R-21 6'BATT INSULATION {... O D. ALL EXTERIOR WALLS-TO HAVE EITHER OF THE FOLLOWING TYPES VAPOR BARRIERS, V J P Gara 1. TYVEK HOUSE WRAP (PREFERABLE) 2.TYPAR HOUSE WRAP \ � s 3.15 LB,OR 7 LB.FELT PAPER. \ p O O \ 4 Opp ME04ANTCAL RPErTFTCATMNR_ � 1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR \ \ O Ir CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO \ O r THE OUTSIDE, EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 ELBOWS. 2, ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK,OR FLAME SHALL SHALL BE LOCATED A MIMUMlT OF 18'ABOVE THE GARAGE PPQtiO 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SPNOT EXCEEDING NONCOMBUSTIBLE 6FT, \ MATERIALS. APPROVED FLEX CONNECTIONS NOT E%CEEDING 6 FT, IN LENGTH MAY BE USED 1N CONNECTION WITH DOMESTIC DRYER EXHAUST. ,,/ ��� 4. HUT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR LLJ oqq FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN /J/ �+ 1Q CASE OF EARTHQUAKE. ooq a3 2U1N PLUMBING SPECIFICATIONS This Property is "ASON COUNTY ENVIRONMENTAL HEALT 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE Generally Flat OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO WLJ !. FEET NOR LESS THAN 6' ABOVE THE GROUND,POINTING DOWN. Line Of Building 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. 3. PROVIIIE AN APPROVED BACK FLOV PREVENTION DEVICE AT ALL HOSE Envelope RIBS, 4, PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEWER LINES CONNECT, 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL, DISCLAIMER L.IBOLT RESIDENTIAL DRAFTING,INC.,IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION DR THE CONSTRUCTION OF THE DESIGNS SHOWN ON THESE DRAW 8id � T INGS. DRAWINGS ARE ALSO NOT BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO LIBGLT RESIDENTIAL DRAFTING,INC, ttl.� LIBO_T RESIDENTIAL DRAFTING,INC, © COPYRIGHT 2004 ^N l Libolt IF THIS➢RAVING IS LESS THAN 241X36' IT IS A REDUCED PRINT. SCALE ACCORDINGLY, Site Plan �'t. � r � Residential VV......GG��CONTRACTOR SHALL HERESY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS O DraftingN V=IO'Scale j1 c i 5; ,}, ( k,n!f rI 'I/� S 1 THE.AH,AND LIDOLT RESIDENTIAL DRAFTING,INC., MUST BE NOTIFIED OF ANY VARIATIONS �y(LR't}} ! ,J 1 ,y�,�_ ` ft0 Park Vkv Dr. FROM THE DIMENSIONS AMID CONDITIONS SHOWN ON THESE ➢RAVINGS. SHOP DETAILS SHOULD Lynden,WA 98264 WI SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING,INC,FOR REVIEW BEFORE PROCEEDING (360)933-1105 WITH FABRICATION, !') I� � Daie-7/t7ne THESE PLANS ARE TO BE USED ONLY FOR THE CONSTRUCTION OF THIS PROJECT, `J l l l/" D.t.. ANY USE OF THESE PLANS FOR ANY OTHER PROJECT OR ON ANY OTHER SITE BY THIS CLIENT OR ANY OTHER CLIENTS WITHOUT NOTIFICATION AND MONETARY COMPENSATION SHALL ---- DEEMED A ➢ETRIMENT TO LIBIILT RESIDENTIAL DRAFTING INC,. 0 5' 10, 20, 30' 40' 50' 75' 100, CONSTRUCTION SPECIFICATtDNS Ian Number 1.GENERAL NOTES vinv tT arom ik WIND EXPOSURE AND SPEED 90 MPH,EXPOSURE B Itt Draft 7/17/18 LOAD H.ROOF LOAD 40 LB. (23-7-0-8) C.RAIN-2'PER HOUR FOR ROOF DRAINAGE DESIGN E, BECK Owner Infol S f theP LOAD SO LB.PSF C40 LIVE LOAD,!0 DEAD LOAD) E. K LOAD 6B PSF cope of ro jecti RECEIVED F. SOILS,PER IRC TABLE R405.1,IBC SECTION 1604 G. FROST DEPTH IB' M. SOIL BEARING PRESSURE E,0G0 PSF Red Door Design & Build L SOIL CLASSIFICATION TYPES GROUP ION g 3 Bedroom Home J.ALL GLASS LA DmRS,SIDELIGHTS, AND BATHROOMS,TD BE 7356 Guide Meridain Psalm 20�465 TEMPERED GLASS Single Story K.SEISMIC DESIGN,CATEGORY D L nden, Washing ton 98264 1) Full Bath FEB 2 5 2019 2.FOUNDATION A.FOOTING SHOWN ON PLAN AS MINIMUM AND TO BE POURED Y 9 ON CENTER OF WALL DIMENSIONS. FOOTINGS ARE TO POURED 1) Three Quarters Bath ON UN➢ISTURBED[I2 PROPERLY COMPACTED SOIL A 4'' PERFORATED DRAIN PIPE IS TO BE LAID AROUND PRIMETER OF 0 Site Info i FOOTING AND OVERLAID WITH 1/2'TO 2'WASHED DRAIN ROCK2 Car Garage 615 W Alder Street B. FOUN➢ATION WALLS, TO BE BUILT TO SIZE SPECIFIED ON 1,112 Sq, Ft D MI RAWINGS D THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. PLACED IN ACCORDANCE WITH FOUNDATIONPLAN, 1234 Drum Street C.REINFORCEMENT STEED TO BE AS SPECIFIED THICKNESS CALLED OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN A&M Development Lot Line Adjustment, Lot 5 ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR CONFORMING TO PLANNING: CONCRETE IGR TO 40 DGRADEE6 STEEL BARS CREBAR) TO Mason Count ASTM A615,GRADE 40, (GRADE 60 ON i5& 86 REBAR) D.CONCRETES SHALL BE'READY-NIXED CONCRETE'AND YQ SHALL CONFORM TO ASTM C94 CS SACK DR BETTER) 5,454 Sq. Ft. ALL SETBACKS ARE MEASURED 3.FRAMING. A.FLOOR' TO FRAMED IN ACCORDANCE WITH SPECIFICATIONS OF PLANIVIN(;DRAWINGS. FROM THE FURTHEST 1. TO HAVE ALLOWABLE FLOOR LOAD D4 ACCORDANCE WITH IRC 2. ALL STRUCTURAL MEMBERS OF FLOOR IT BE PROPERLY PROJECTION OF THE BUILDING _j SET AND FASTENED IN ACCORDANCE WITH IRC. 3.STRUCTURAL LUMBER TO BE R2 DF OR BETTER. &WALLS 1.EXTERIOR WOOD FRAMED WALLS TO BE 2'x6'DF-L M2 Mason County Applicable Codes WITH STUDS AT 16'D.C. HEIGHT OF EXTERIOR WALLS TO BE AS \ SHOWN. M 2 ALL EXTERIOR WALLS O 71 SHEATHED WITH 1/2' \ 1$g• r 1L.tLJ1 STRUCTURAL PLYWOOD Rt E DE ILE IF PROPER LET-IN BRACING -2015 International Residential Code and Amendments (IRC) Dr IS TD HE USED IT WILL BE DETAILED IN PLAN. \ 4� 20' Easement for 3. ALL WINDOW HEADERS AND HEARING WALL BEAMS TO -2015 International Building Code and Amendments (IBC) BE 4'x10'UNLESS SPECIFIED w DRAWINGS. \ Ingress, Egress, 4.INTERIOR WALL TO 2'x4'CONSTRUCTION PLACED AT 16' -2015 International Fire Code and Amendments <IFC) \ Dra inage e & Utilities. O.C. STUD HEIGHT TO BE AS SHOWN. -2015 International Mechanical Code and Amendments (IMC) \ \ 9 3.INTERIOR BATHROOM WALLS WITH EXTENSIVE PLUMBING -2015 Uniform Plumbing Code (UPC) (Private Road) FIXTURES MAY HAVE 2'x6'FRAMED WALLS TO BE PROVIDE -2015 Washington State Energy Code (WSEC) \ \ CLEARANCE AND COMFORTABLE HARKING SPACE -2015 Washin ton State Ventilation and Indoor Air QUallty Code (VIAC) \ � \ 6. BATHROOM WALL COVERINGS SHALL BE MOISTURE 9 RESISTANT CEMENT PLASTER TILE, OR APPROVED EQUAL TO 70 �� \ INCHES ABOVE DRAIN SHOVERS DR TUB WITH SHOWERS \ \\03' T �J C, ROAFSr DRAWINGS WILL SPECIFY TRUSS OR RAFTER \ CONSTRUCTION. 4 \ Dru^t S 1. ENGINEERED TRUSS DETAIL TO BE CHECKED BY GENERAL \ t CONTRACTOR DR BUILDING DESIGNER BEFORE INSTALLATION. 2.STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 40Im revious Surface Calculations \PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE O ON DRAWINGS. p Silt Fence 3. ROOF SFEATHING TO BE 1/2'C1D( STANDARD,OR 7/16'OSB AND ROOFING PRODUCTS USED, Total Site Square Footage 5,454 \ \ D.CONNECTIONS Lot ALL CONNECTORS ARE SPECIFIED AS N CONNECTORS OR EQUIVALENT. Total Bulldln /Concrete $ Ft I.NAILING SCHEDULE TO BE INACCORDANCEDANCE WITH TABLE g q 2267 Construction----23-1-Q,UHC f 4.ENERGY CODES COMPLY WITH VASHINGTON STATE 2015 ENERGY CODE Percentage of Site Coverage 41,57% "� Access \ A.ALL WINDOWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY _ INSTALLED WINDOW WRAP AND CAULKING, Concrete ` Q B.ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO \ UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO ExlstkV Structlre Sq Ft p Exlsting '- - Driveway \ STOP AIR LEAKAGE. Pavenent/ConcreteF1901 C.ALL PENETRATIONS FOR PLUMBING, WIRING,AND DUCTING TO BE SEALED New Spvctura Sq Ft 1777 / \ D.VENTILATION DUCTS SHALL HAVE R-4 INSULATION Pavenent/Concrete COVERING Existing 5'x65' 5,INSULATION- A.ROOF/CEILING ' HAVE MINIMUINSULATION OF R-49 BLOWN INSULATION Infiltration Trench O B.FLOORS R-21 10'BATT I INSULATION C.WALLS,R-21 6'HATT INSULATION �., � ➢,ALL EXTERIOR WALLS-TO HAVE EITHER OF THE FOLLOWING TYPES OF VAPOR BARRIERS. •� Propose O 1. TYVEK MOUSE WRAP(PREFERABLE) Garage Ili 2.TYPAR HOUSE WRAP House 3.15 LB. OR 7 LB.FELT PAPER. \ \ O O NFrNANI-I SPECIFICATIONS \ / Ck O Q 1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR \ C\ O O CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO THE AUTSI[E. EXHAUST DUCT LENGTH IS LIMITED TA 25 FT.WITH 2 ELBOWS. C)2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK, FLAMER FLA Conc SHALL BE LOCATED A MINUNUM OF IB'ABOVE THE GARAGE FLIER. •'Q 3. EXHAUST DUCTS TO BE CONSTRUCTED IO SMOOTH-BORE, NO MB NCOUSTIBLE ti \ Patio MATERIALS, APPRAVED FLEX CONNECTIONS NDT EXCEEDING 6 FT, IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. \ /� 4. F WATER TANKS HAVING FLEXIBLE PIPE REV ECTIO AND OVER FOUR of ££ J FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN CASE AF EARTHQUAKE. R O PLUMBING P CIFI-ATIONc This Property is 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANG DRAIN TO THE Generally Flat OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO FEET NO2 LESS THAN 6'ABOVE THE GROUND,POINTING DOWN APPROVED Line of Buildin 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. Envelope 3. PROVIDE AN APPROVED BACK FLOW PREVENTION➢EVICE AT ALL HOSE BIBS. A 4. PROVIDE AGLEAM-OUT WHERE HUILDiNG DRAIN AND BUILDING SEWER Nl/t" N COUNTYCD PLANNING LINES CANNECT, D 5 EACH ITS UPPER R MINAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT °LAN REQUIRED TO BE ON SITE DISCLAIMER aES SUBJECT TO A P K30 VA LIBOLT RESIDENTIAL DRAFTING,INC.,IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION OR THE CONSTRUCTION OF THE DESIGNS SHOWN ON Date 9 )THESE DRAWINGS. - 8id /7 DRAWINGS ARE ALSO NOT HE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY DR INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING, INC, /! LIBOLT RESIDENTIAL DRAFTING,INC. © COPYRIGHT 2004 Llbolt IF THIS DRAWING IS LESS THAN 24'X36'IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Site p1m, �� /I'1 Lkt, C-_ `' L I Residential YY.��CCss��J C Drafting CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS TI ON I"=lo,Scale 2�1J �- :Si i __ '3 f7�,) C-� 1 �l�P� J Ito Park Drafting Dr. THE JOB,AND DIMENSIONS RESIDENTIAL DRAFTING, INC., MUST HE NOTIFIED OF ANY VARIATIONS ] W �, I(J[.+e� /✓ i), Z/�-- J Lynden,vA 98E64 FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. SHIP DETAILS SHOULD <36a1 933-1105 WITH SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING,INC.,FAR REVIEW BEFORE PROCEEDING r� 1'. 7/17/10 WITH FABRICATION, �i ` C�� ) _ ^ l THESE PLANS ARE TO BE USED ONLY FOR THE CONSTRUCTION OF THIS PROJECT. Vn�\InL v �C Pagc: ANY USE OF THESE PLANS FOR ANY OTHER PROJECT OR ON ANY EITHER SITE BY THIS CLIENT OR ANY EITHER CLIENTS WITHOUT NOTIFICATION AND MONETARY COMPENSATION SHALL DEEMED A➢ETRIMENT TO LIBOLT RESI➢ENTIAL DRAFTING INC,, 0 5' 10' 20, 30' 40' 50, 75' 100'