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HomeMy WebLinkAboutBLD2019-00158 SFR - BLD Application - 2/25/2019 �AeON coU A. MASON COUNTY COMMUNITY SERVICES PERMIT ASSISTANCE CENTER: Pct•mit No: •BUILDING•PLANP41NG•PUBLIC HEALTH•FIRE MARSHAL �,rl 17�f7,I 2.)C�_00(5 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 Phone RCEI V Belfair:(360)275-4467•Phone Elma:(360)482-5269 ED - 8 � LDING -FEB BUILDING PERMIT APPLICATION 15 419 PROPERTY OWNER INFORMATION: CONTRACTOR INFORM A15 der Street NAME: AJ NAME: !6qflHZ MAILING ADDRESS: .' MAILING ADDRESS: CITY S ATE: ZIP: CITY: STATE: ZIP: PHONE 1��,(�(��jG'7 PHONE&,,Q /� CELL PHONE#2. EMAIL : , Ems• L&I RE S EXP. PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHERi�� � " � � NAME EMAIL"I V i(1 srrrz=cJ &/Y4r,CL MAILING ADDRESS CITY STATEr,� ZIP PHONE CELL '���-�?��4��(� PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) /Z�70S4 J O/d ZONING jLZ � LEGAL DESCRIPTION(Abbreviated) —Tyl _ FIRE DISTRICT SITE ADDRESS 7/ CITY WA ,) DI CT ONS TO TE ADDRESS VL[ I! Y to IS THE PROJECT WITHIN 00 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO g/ "IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply):/VB SALTWATER❑ LAKE❑ RIVER/CREEK ❑ POND ❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEwvrf ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Resi ence,Garage,Commercial Bldg,Etc.) i�� ./A/c•� IS USE: PRIMARY EASONAL❑ NUMBER OF D OMS 3 NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg) YES(Part sJ of Bldg) ❑ NO ❑ DESCRIBE WORK SQUARE FOOTAGE: (propose+existing) Cly 9 1 ST FLOOR_� sq.ft. 2ND FLO R�_sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached Detached❑ CARPORT sq.ft. Attached❑ Detached[I 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 SEWER C] / NEW❑ EXISTING ❑ PLUMBING IN STRUCTURE? YES NO ❑ If yes, attach completed Water Adequacy Form PERIMETERMOUNDATION DRAINS PROPOSED? YES ❑ NO[] EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS 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 PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON ,CQUNTY CODE 14.08.42) +B�u-��c(, �L-%— t --.1 �; —�1 g x ig t re of OTtfR Must be sinned by the OWNER Date Ora Rog DEPARTMENT L REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVIFff! i LDIN G - RECEIVED Building,Planning Environmental Health,Community Health amp .. Physical and Mailing Address: 615 W Alder St.,Bldg 8, Shelton, WA 98584 FEB 2 5 2019 Shelton Phone: (360)427-9670 ext 352 •: Fax (360)427-7798 -efypi �..--t VV.Ald PLUMBING & MECHANICAL PERMIT APPLICATION Permit#:AdZl)161 oStre OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: L NAME: _<W/YLC MAILING ADDRESS: MAILING ADDRESS: CITY:�(�f�STATE: ZIP CITY: STATE: ZIP: 15l PHONE: 3 / PHONE. !E Z2 CELLO 6�0::v 6(4 2"d PHONE: EMAIL LUt/ti STt LTiyVI Qn (,��.Q .I-AZyJ EMAI L&I REG#: EXP. �:Z /)L_/:;ta PARCEL INFORMATION: PARCEL NUMBER (12 Di i umber: 1�?�L�p�'' D� J B/� Zoning: LEGAL DESCRIPTION (Rby�ate . SITE ADDRESS: CITY. DIRE TIONS TO SITE ADDRESS: TYPE OF JOB/WORK: NEW ADD ALT REPAIR OTHER USE OF BUILDING PLUMBING FIXTURES MECHANICAL UNITS [] Electric in-wall heaters(no%e) Type of Fixture No. of Fixtures Fuel Type Fees Type of Unit No. of Units Fuel Type Fees Toilet(s) 3 Fumace [E/G/LPG] Bathroom Sink(s) _ ! Heat Pump [E/G/LPG] Bath Tub(s) I o Ductless H.P. T— [E/G/LPG] Shower(s) Z- Spot Vent Fan �- Water Heater(s) ! [E/G/LPG] Propane Tank _gal] Clothes Washer(s) / [E/G/LPG] Gas Outlet(s) Kitchen Sink(s) / Heat Stove [ LPG/W] Dishwasher(s) I Kitchen Exhaust Hood f Hose bib(s) Dryer Vent Other Solar Panel Other Other Plumbing Subtotal 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 INSPECTION. INACTIVITY OF THIS PERMIT PPLICA OF 180 DAYS WILL INVALIDATE THE APPLICATION. b�� �L� x gn ture of Applicant L LL D x N 71'4 M DPI Own )Owners Representative/Contractor Print Name le one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS O Building O Fire Marshal O Permit Tech (OTC permit only) \'tsi! In. c.•-:Inc: htt,-.,/www.co.lT..ason.wa.us/comn-iunitw_dev/ Rev:3/08,W17 Permit number BLD Mechanical rmit Checklist • Name of owner: Name of Installer: • Fuel Type? LPG Nat Gas _ Electric Other • If propane, what lithe proposed size of tank(s)? • What type of mechanical unit will be installed? (i.e.freestanding stove,forced air furnace, etc.) • If the unit is a wood stove,provide: Make Model Year Label Number • What is the use of the structure? (Circle one) Residential Commercial (A permit application for a commercial mechanical permit will be issued 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 one) 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 No • 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 $ 9.00 if base fee was paid on an active building or mechanical permit Freestanding unit, fireplace,pellet stove or wood stove $73.00 Final Inspection fee 73.00 Nameki&DAM�eawParcel#_Z1,i7� SD/jj BLD# 0 " 60 t5 ` L C-1 Mason County ,, BUILDA of CommunityDevelopment C r- water Management Application/Worksheet (page 1 of_) � FEB Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building app__ , l made for residential development,or redevelopment',with more than 2,000 square feet of impervious surfs W. Alder Str"t '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. 'Common 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 X = / X y = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways �L d X ✓-2 V'. _ 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) 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- desc be pryQpe ty for eview and irlspe5tion r>�y tie required. X FFII /� (Jl l��Owner/Agent/Contractor(circle one)Date: If the Tota ervio s 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: http//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 450 100 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- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information A&M Development Lot Line Adjustment, Lot 1 7356 Guide Meridian This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition,based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 RECE/V�/1 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Cp ��fJ Ceilingk 44 0.026 Fca z Wood Frame Wall9" " 21 int 0.056 61S Mass Wall R-Value' 21/21 h 0.056 �'4/der`Stree Floor 309 0.029 t Below Grade Wallc�m 10/15/21 int+TB 0.042 Slab' R-Value& Depth 10,2 ft n/a `Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ 1 b Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 ❑ 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 2 1.5 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 ]�*1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions '`able R402.1.1 Footnotes For SI: 1 foot .=304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. The second R-value applies when more than half the insulation is on the interior of the mass wall. ' Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information Contact Information 1234 Drum Street Re A&M Development Lot Line . ,..; u 7356 Guide Meridian Mason CountyLynden, Washington 98264 Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) 1 3 ° 6 a 20.0 6.00 Exempt Glazed Fenestration (15 sq. ft. max.) 7JW30 1 3 I,, 5 ° 15.0 4.50 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Entry-Simpson#6873`Torrence 111' Exmpt 0.0 0.00 Single Hung - Bedroom#2 Exmpt 0.0 0.00 0.0 0.00 Single Hung - Bedroom#3 JW 0.30 1 3 ° 5 ° 15.0 4.50 Horiz Slider- Kitchen, Master Bdrm, Living JW 0.30 3 5 10 5 ° 75.0 22.50 Picture - Living Room JW 0.28 2 2 ° 2 ° 8.0 2.24 Picture- Entry JW 0.28 1 1 6 1 ° 2.3 0.63 SGD - Dining Room JW 0.29 1 6 ° 6 a 40.0 11.60 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 Sum of Vertical Fenestration Area and UA 140.3 41.47 Vertical Fenestration Area Weighted U = UA/Area 0.30 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet inch Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 &0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA I a0l 0.00 Overhead Glazing Area Weighted U = UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 175.31 51.97 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information 12 S: Red, A&M `velopmdnttot Cine" `tustment,Lot 1 7356n ran filgio Washington 98264 ;? Heating System Type: @ vl aver syuen5 U-leat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 52 Lynden AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 13,007 Glazing and Doors U-Factor X Area = UA Instructions 0.30 52.59 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA Instructions R-49 0.026 11.78 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-38 Vented 0.027 4.10 Above Grade Walls(sea Figure 1) U-Factor X Area UA Instructions R-21Intermediate 0.056 73.42 Floors U-Factor X Area UA Instructions R-30 0.029 29.70 � Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions —No Below Grade Walls in this project. � Slab Below Grade(see Figure 1) F-Factor X Leh UA Instructions No Slab Below Grade in this project. ___ Slab on Grade(see Figure 1) F-Factor X Leh UA Instructions No Slab on Grade in this project. � Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 171.58 Envelope Heat Load 8,922 Btu/Hour Figure 1. Sumof UAXAT Air Leakage Heat Load 7,304 Btu/Hour VolumeX 0.6XATX.018 Above Grade Building Design Heat Load 16,227 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 17,850 Btu/Hour Ducts in unconditioned space.Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 24,989 Btu/Hour Building and Dud Heat Loss X 1.40 for Forced Air Furnace Building and Dud Heat Loss X 1,25 for Heat Pump (07101113) Plan Number, CONSTRUCTION SPECIFICATIONS Red DOorOO5 1.GENERAL NOTES. 1st Draft 1/2/1 A.WIND EXPOSURE AND SPEED 90 MPH,EXPOSURE B 2nd Draft 11/13/IB B.ROOF LOAD 40 LB. (25-7-0-8> Owner Info: Scope of the Pro ject: C.RAIM 2'PER HOUR FOR ROOF DRAINAGE DESIGN RECEIVED 3rd Draft 12/3/8 D.FL<mR LOAD 50 LB.PSF C40 LIVE LOAD,30 DEAD LOAD) 4th Draft 12/13/18 E.DECK LOAD 60 PSF F.SOILS-PER IRC TABLE R405.1, IBC SECTION 1804 Red Door Design & Build 3 Bedroom Hone Sth Draft 12/21/18 G.FROST DEPTH,18' Draft 2/1/19 H.SOIL BEARING PRESSURE 2,000 PSF 7356 Guide Meridain Two Story I.SOIL CLASSIFICATION TYPES GROUP IV J.ALL GLASS IN DOORS,SIDELIGHTS,AND BATHROOMS,TO BE L n d e n, Washington s h i n ton 9 8 2 6 4 1) Full Bat h TEMPERED GLASS Y 9 B 2 5 2019 Psalm, 20,4&5 K.SEISMIC DESIGN,CATEGORY D 1) Three Quarters Bath Z FOUNDATIONS A.FOOTING-SHOWN ON PLAN AS MINIMUM AND TO HE POURED Site Info: 1) Half Bath ON CENTER OF WALL DIMENSIONS. FOOTINGS ARE TO BE POURED J� @ ON UNDISTURBED OR PROPERLY COMPACTED SOIL. A 4' 61 J W.Alder Street 2 Car Garage PERFORATED DRAIN PIPE IS TO BE LAID AROUND PERIMETER OF \ FOOTING AND OVERLAID WITH 1/2' TO 2' WASHED DRAIN ROCK \ B.FOUNDATION WALLS-7O BE BUILT TO SIZE SPECIFIED ON 1234 Drum Street 1,495 Sq, Ft DRAVINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. A&M Development Lot Line Adjustment Lot 1� PLACED IN ACCORDANCE WITH FOUNDATION PLAN. , \ C.REINFORCEMENT STEEL- TO BE AS SPECIFIED THICKNESS ENVIRONMENT CALLE➢OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN Mason County \ ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED \ CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO 5,838 Sq. F t, A ASTM A615,GRADE 40. (GRADE 60 ON#5 a#6 REBAR) D.CONCRETES SHALL BE'READY-MIXED CONCRETE' AND HEALTH t �� SHALL CONFORM TO AS (5 SACK OR BETTER) CH L\ 3.FRAMING, Mason County Applicable Codes, A.FLOOR,70 FRAMED IN ACCORDANCE WITH SPECIFICATIONS OF \ ^^ DRAVINGS. \ / rW\ 1.TO HAVE ALLOWABLE FLOOR LOAD IN ACCORDANCE WITH IRC -2015 International Residential Code and Amendments (IRC) � 2, ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY -2015 InternntlOn0.l Building Code and Amendments (IBC) \ 3. STRUSETCTURALL LUMBERD FASTENEDI NCE TO BE R 2A DF ORITBETTER. -2015 International Fire Code and Amendments (IFC) \ B.WALLS- -2015 International Mechanical Code and Amendments (IMC) 'I.EXTERIOR WOOD FRAMED WALLS TO BE 2'x6'DF-L#2 -2015 Uniform Plumbing Code (UPC) \ p WITH OR AT 16'O.C. HEIGHT OF EXTERIOR WALLS TO BE AS -2015 Washington State Energy Code (WSEC) M \ SHOWN. l.-�x 2.ALL EXTERIOR C> R WALLS TO BE SHEATHED WITH 1/2' -2015 Washington State Ventilation and Indoor Air Quality Code (VIA STRUCTURAL PLYWOOD OR 7/16' OSB. IF PROPER LET-IN BRACING IS TO BE USED IT WILL BE DETAILED IN PLAN. \ 3.ALL WINDOW HEADERS AND BEARING WALL BEAMS TO \ BE UNLESS SPECIFIED ON DRAWINGS. \ 4. INTERIORERIOR WALL TO 24'CONSTRUCTION PLACED AT 16' \ O.C. STUD HEIGHT TO BE AS SHOWN. INTERIOR 5.INTOR BATHROOM WALLS WITH EXTENSIVE PLUMBING Imprevious Surface Calculations FIXTURES MAY HAVE FRAMED WALLS TO BE PROVIDE , \ CLEARANCE AND COMFORTABLE WORKING SPACE. 6. BATHROOM WALL COVERINGS SHALL BE MOISTURE Total Site Square Footage 5,838 SA CEMENT PLASTER TILE,OR APPROVED EQUAL TO 70 INCHES AB \ r >N INCHES ABOVE DRAIN SHOWERS OR TUB WITH SHOWERS. Total Building/Concrete Sq Ft 1992 SSPECIFY C.ROOF DRAWINGS WILL TRUSS OR RAFTER ,�\\// CONSTRUCTION. Percentage Of Site Coverage 34 1.ENGINEERED TRUSS DETAIL 70 BE CHECKED BY GENERAL g 9 ,12% � O \ \ CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLATION. rc,C,t 2.STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 40 / ^ PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAWINGS. \ ` / J 3.ROOF SHEATHING TO BE 1/2'CDX STANDARD,OR 7/16' OSB Existing Structure Sq Ft 0 Exlsting 0 AND ROOFING PRODUCTS USED. Pavement/Concrete \ V / D.CONNECTIONS, ty, ALL CONNECTORS ARE SPECIFIED AS N CONNECTORS OR EQUIVALENT. New Structure Sq Ft 1652 Nee 1.NAILING SCHEDULE TO BE IN ACCORDANCEDANCE WITH TABLE Pavement/Concrete A \ 23-1-0,UHC `- 4.ENERGY CODES COMPLY VITH VASHINGTON STATE 2015 ENERGY CODE Wire Mesh Fence With A.ALL WINDOWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY Filter Fabric Material \ INSTALLED WINDOW WRAP AND CAULKING. �6'Maxim- \ 10' Easement For Egress, \ B.ALL FRAMING INTERSECTIONS BETWEEN CONDITIONE➢ TO ,Q Ingress, Drainage and Utilities UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO \ STOP AIR LEAKAGE. I (Private) ' C.ALL PENETRATIONS FOR PLUMBING,WIRING,AND DUCTING BE SEALED - I ^ ' D.VENTILATION DUCTS SHALL HAVE R-4 INSULATION - O� \ 7erVI0U5 Concrete 11( Ifs/ COVERING \ -rder 5.INSULATION. A.ROOF/CEILING 7O HAVE MINIMUM OF R-49 BLOWN INSULATION O r B.FLOOR-R-30 10'BATT INSULATION ' C.VALLS�R-21 6'BAL7 INSULATION Joints In Filter Fabric Shall Br D.ALL EXTERIOR WALLS,TO HAVE EITHER OF THE FOLLOWING Spiked At Posts. Use Staples, 2x2 Wootl Post, - ---- TYPES OF VAPOR BARRIERS. Wire Rings 0r Fabric To To Steel Post,or �' 1. TYVEK HOUSE WRAP(PREFERABLE) Attach Fobrk To Posts- - - - - -Equivalent - I \\ 2. TYPAR HOUSE WRAP JI L O 3. 15 LB.OR 7 LB.FELT PAPER. post'If V May ee g 1.Used `vo Concrete PPROVE to 8'If VFe Bock#g Is Used Bury Hoi<om f Filter Fabric Driveway I \ MECHANICAL SPECIFICATIONS Material 1n 12'x8'Trench O �,drQ02 15' � O 1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR Typical Silt Fence Elevation CONTAINING OTHER FUEL BURNING LENGTH IS LIM SHALL BE EXHAUSTED TO �, yp Z u.�l -I -A-PR 15 2019 THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 ELBOWS. 1/2"=I'-0"Scale re^ L'IX P ; 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK, OR FLAME Y SHALL BE LOCATED A MINUMUM OF IB' ABOVE THE GARAGE FLOOR. U. o 3. EXHAUST DUCTS SMOOTH-BORE,CONSTRUCTED OF SMOOTBORE,NONCOMBUSTIBLE Notes MASON COUNTY ENVIRONMENTAL HEALTH O c" �tr�' MATERIALS. APPROVED FLEX CONNECTIONS NOT EXCEEDING 6 FT, IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 1.Fence Shall Not Be Installed On Slopes Steeper Than 2-1. 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR I _- 2 2 Joints o Filter abri Shll Be c ae verl d 6 I appenches At Post. FEET TALL SHALL HE STRAPPED DOWN 70 PREVENT OVERTURN IN AN t Filt F �y. LQ -� W LJ W CASE OF EARTHQUAKE. 3.Usr Staples,Wire Rings,Oruva Eqlent To Attach Fabric To I U Wire Fence. I 10' 10' � PLUMBING SPECIFICATIONS 4.Reno-Sediment When It Reaches 1/3 Fence Height 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE - I 11_I� OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO L- - FEET NOR LESS THAN 6'ABOVE THE GROUND,POINTING DOWN. 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. 3. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. Line of Buildin 4, PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEWER Silt Fence 9�20' Easement For Egress, 7� LINES CONNECT. I Envelop Ingress, Drainage and Utilities 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT Lot 1 Is (Private) ITS UPPER TERMINAL. I Generally Flat DISCLAIMER ROOF OOV00 SO. SERVES UP METH T RESIDENTIAL DRAFTING,INC.,IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, 70 700 S0.FT DE ROOF II I METHODS OR PROCEDURES OF OPERATION OR THE CONSTRUCTION OF THE DESIGNS SHOWN ON THESE DRAVINGS. �'] DRAWINGS ARE ALSO NOT BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT KZ - yy�,,�,(, :�a. l�� ��� Llbolt DIRECTLY OR INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING, INC. LIBOLT RESIDENTIAL DRAFTING,INC. © COPYRIGHT 2004 VEG1�TI11113Ni _`f//) f� /// ,��I- Residential FLOW PATH SPLASH BLOCK / J Drafting IF THIS DRAWING IS LESS THAN 24'X36'IT IS A REDUCED PRINT. SCALE ACCORDINGLY. _. �, Site PlanI /`-' DOWNSPOUT EXTENSION -- 110 Park View Dr, CONTRACTOR SHALL VERIFY AND HE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON ` A / Lynden,WA 98264 THE JOB,AND LIBOLT RESIDENTIAL DRAFTING,INC.,MUST BE NOTIFIED OF ANY VARIATIONS INSIDE FLOW LINE to 1 -10 Scale �Q G / S i�S.�J� 7-1 (360)933-1105 FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. SHOP DETAILS SHOULD BE LEVEL V/GROUND C' �1�� 1 �J v Date, 2/I/19 BE SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING, INC.,FOR REVIEW BEFORE PROCEEDING J tV�-� -e j Page: WITH FABRICATION. THESE PLANS ARE TO HE USED ONLY FOR THE CONSTRUCTION OF THIS PROJECT. ANY USE OF THESE PLANS FOR ANY OTHER PROJECT OR ON ANY OTHER SITE BY THIS n Splash Block Detail A CLIENT ANY OTHER CLIENTS WITHOUT NOTIFICATION AND MONETARY COMPENSATION SHALL DEEMED A DETRIMENT TO LIBOLT RESIDENTIAL DRAFTING INC.. r� 1lr=1'-0"Scale 0 5' 10, 20' 30' 40' 50' 75' 100, of 9 Plan Number, CONSTRUCTION SPECIFICATIONS Red DoorD05 1.GENERAL NOTES- 1st Draft 10/25/181 A.WIND EXPOSURE AND SPEED 90 MPH,EXPOSURE B 2nd Draft 11/13/18 B.ROOF LOAD 40 LB.(25-7-0-8) Owner Infol Scope of the Project: - C.RAIN 2'PER HOUR FOR ROOF DRAINAGE DESIGN ^ ^ I\ / D 3rd Draft 12/3/8 D.FLOOR LOAD 50 LB.PSF(40 LIVE LOAD,10 DEAD LOAD) RECEIVED V 4th Draft 12/13/18 F DECK LOAD 60 PSF Red Door Design & Build 3 Bedroom Hone F.SOILS,PER IRC 0O TABLE R405.1,IBC SECTION 1804 Sth Draft 12/21/I8 G.FROST DEPTH-18' H.SOIL BEARING PRESSURE 2,000 PSF 7356 Guide Meridain Two Story 6th Draft 2/1/19 I.SOIL CLASSIFICATION TYPE,GROUP IV 7 J.ALL GLASS IN DOORS,SIDELIGHTS,AND BATHROOMS,TO BE Lynden, Washington 98264 FEB 2 5 2019 1) Full Bath TEMPERED GLASS Psalm, 20,4&5 K. SEISMIC DESIGN CATEGORY D 2.FOUNDATION 1) Three Quarters Bath A.FOOTING SHOWN ON PLAN AS MINIMUM AND TO BE POURED Site I n f O% 1 Half Bath ON CENTER OF WALL DIMENSIONS. FOOTINGS ARE TO BE POURED }� t ,`, ON UNDISTURBED OR PROPERLY COMPACTED SOIL A IM \\\ 616 We Alder Street 2 Car Garage PERFORATED DRAIN PIPE IS TO BE LAID AROUND PERIMETER OF FOOTING AND OVERLAID WITH 1/2' TO 2' WASHED DRAIN ROCK B.FOUNDATION WALLS.TO BE BUILT TO SIZE SPECIFIED ON 1234 Drum Street \ \\ 1,495 Sq, Ft DRAWINGS AND THICKNESS S IED I SPECIFIED MINIMUM REQUIREMENTS. A&M Development Lone Adjustment,PLACED IN ACCORDANCE WITH CIFINDA S l t t Li t t PLAN. , Lot 1 \ C.REINFORCEMENT STEEL- TO BE AS SPECIFIED THICKNESS CALLED OUT WITH DRAWINGS AND TO BE DETAILED AND PLACED IN Mason County \ - [ALL P LA N N I IV�' ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED p O CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO 5,8 3 8 S q, Ft. ASTM A615,GRADE 40. (GRADE 60 ON#5 6#6 REBAR) \ • D.CONCRETE,SHALL BE'READY-NIXED CONCRETE'AND SETBACKS ARESHALL CONFORM TO ASTM C94 X SACK OR BETTER) MEASURED3.FRAMING Mason County Applicable Codes, A. FLOORS TO FRAMED IN ACCORDANCE WITH SPECIFICATIONS OFFR(3M THE FURTHEST DRAWINGS � �1.TO HAVE ALLOWABLE FLOOR LOAD IN ACCORDANCE WITH IRC -2015 International Residential Code and Amendments (IRC) /,,p� i,2.ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY -2015 International Building Code and Amendments (IBC) ECTION OF THE BUILDING SET AND FASTENED IN ACCORDANCE WITH IRC. -2015 International Fire Code and Amendments (IFC) 3.STRUCTURAL LUMBER TO BE#2 OF OR BETTER. B.WALLS, -2015 International Mechanical Code and Amendments (IMC) ,1.EXTEROR WOOD FRAMED WALLS TO BE 2'x6'DF-L#2 -2015 Uniform Plumbing Code (UPC) p SWITH HOWN.STUDS AT 16'O.C. HEIGHT OF EXTERIOR WALLS TO BE AS -2015 Washington State Energy Code (WSEC) 2.ALL EXTERIOR WALLS TO BE SHEATHED WITH 1/2' -2015 Washington State Ventilation and Indoor Air Quality Code (VIACT STRUCTURAL PLYWOOD OR 7/16,OSH. IF PROPER LET-IN BRACING IS TO BE USED IT WILL BE DETAILE➢IN PLAN. \ 3.ALL WINDOW HEADERS AND BEARING WALL BEAMS TO \ BE INTERIOR UNLESS SPECIFIED ON DRAWINGS. \ 4.INTERIOR WALL TO 2'x4'SPECIFIED DRAWN PLACED AT 16' - \ O.C. STUD HEIGHT TO BE AS SHOWN 5.INTERIOR BATHROOM WALLS WITH PLUMBING Im revious Surface Calculations \ PLANNItg; FIXTURES MAY HAVE 2'x6'FRAMED WALLS PS T TO BE PROVIDE CLEARANCE AND COMFORTABLE WORKING SPACE. 6, CE BATHROOM WALL COVERINGS SHALL HE MOISTURE Total Site Square Footage 5,838 RESISTANT CEMENT PLASTER TILE,OR APPROVED EQUAL TO 70 \ ` INCHES ABOVE DRAIN A7 SHOWERS DR TUB VITH SHOVERS, Total Building/Concrete Sq Ft 1992 St L.ROOFS DRAWINGS WILL SPECIFY TRUSS OR RAFTERICONSTRUCTION. Percents a of Site Covers a I. ENGINEERED TRUSS DETAIL TO BE CHECKED BY GENERAL 9 g 34.12% \ y„- CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLATION. 0 1 _ 2. STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 40 PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAWINGS. \ Existing /�\) 3. ROOF SHEATHING TO HE 1/2'COX STANDARD,DR 7/16'USE Exlsting Structure Sq Ft 0 0 �-/ / � AND ROOFING PRODUCTS USED. Pnvenent/Concrete \ O D.CONNECTIONS New Structure Sq Ft 1652 New ALL CONNECTORS ARE SPECIFIED AS SIMPSON CONNECTORS OR EQUIVALENT. Pnvenent/Concrete 1. NAILING SCHEDULE TO BE IN ACCORDANCE WITH TABLE \ 23-1-Q,UBC 4.ENERGY CODES COMPLY WITH WASHINGTON STATE 2015 ENERGY CODE Wire Mesh Fence With A ALL WINDOWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY Fitter Fabric Materb.l \ INSTALLED WINDOW WRAP AND CAULKING. -6'M°xhu'� —1 \ S. '� 10' Easement For Egress, \ B.ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO ,Q Ingress, Drainage and Utilities UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO - (Private) STOP AIR LEAKAGE. C.ALL PENETRATIONS FOR PLUMBING,WIRING, AND DUCTING TO BE SEALED - \ D.VENTILATION DUCTS SHALL HAVE R-4 INSULATION - O� � JerVIOUs Concrete COVERING 5.INSULATION, .,order A.ROOF/CEILING TO HAVE MINIMUM OF R-49 BLOWN INSULATION B.FLOORS R-21 10'AATT INSULATION Joints Tn Filter Fabric Shall Be ' _ O C.WALLS,R-21 6'BATT INSULATION D.ALL EXTERIOR WALLS TO HAVE EITHER OF THE FOLLOWING Spiked At^osts. Use Staples, 2x2 Wood Post, rti TYPES OF VAPOR HARRIERS. Wire Rings Dr Equivalent To Steel Post,or I I L TYVEK HOUSE WRAP(PREFERABLE) Attaclhl Fobric 7o Posts. Equivalent F 2. TYPAR HLi OUSE WRAP 1L____ __ _ _ �17 _ M I O 3. 15 LB.OR 7 LB.FELT PAPER. Post Spacing Mayy He Incr ae sed (U orcrete �e to B'If Vlre Baddng 1s Used Bury Hotta, of Fier Fabric < rIV e W Q r MECHANICAL SPECIFICATIONS Material In 12'x8'Trench o y 1 5 I o Carol ._ � L CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR 4 ° (D I\ A P P IF / s., CONTAINING OTHER FUEL BURNING APPLIANCES SHALL HE EXHAUSTED TO n Typical Silt Fence Elevation Z I ff \[�(\��_ ELBOWS,THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 1/2"=I'-0"Scale PropC 0 0 (U C LlN �C U 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK,OR FLAME . MASON N T Y D C D p L SHALL HE LOCATED A MINUMIUM OF 10'ABOVE THE GARAGE FLOOR. -ICJ;_ - tr`�y AN N� 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BORE,NONCOMBUSTIBLE Notes i� J o MATERIALS. APPROVED FLEX CONNECTIONS NOT EXCEEDING 6 FT. ae-1 I o I SITE PLAN R c U R E .r0 BE 1�' IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 1.Fence Shall Not Be installed On Slopes Steeper Than 2,1. 1 S\ ,I ^ O'V S E 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR I e ' I I I Cr I'>' S SUBJECT TG 2.Joints In Filter Fabric Shall BeOverlapped 6 Inches At Post. E� FEET TALL SHALL HE STRAPPED DOWN TO PREVENT OVERTURN IN AN ' l.Q I PR V CASE OF EARTHQUAKE. 3.Use Staples,Wlre Rigs,Or Equivalent To Attach Fabric To I U Wire Fence. s, J I 10 10 Date IPLUMBING SPECIFICATIONS 4,Remove Sedaxnt When It Reaches I/3 Fence Height - - 1. PROM➢E PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE L OUTSIDE OF THE BUILDING WITH DRAIN END MOT MORE THAN TWO Inc)I FEET NOR LESS THAN 6'ABOVE THE GROUND,POINTING DOWN. 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. 3. PROVIDE AN APPROVED BACK FLOV PREVENTION DEVICE AT ALL HOSE BIBS Line of Building 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEWER Silt Fence I_ g�20' Easement For Egress, 7 LINES CONNECT. Envelop2 Ingress, Drainage and Utilities ❑ e ❑ 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT I Lot 1 Is I I (Private) L ITS UPPER TERMINAL. I Generally Flat DISCLAIMER METHODS TO 700 SO.FT OF ROOF ROOF DOWNSPOUT SERVES UP RESIDENTIAL DRAFTING,INC.,IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, 1 METHODS OR PROCEDURES OF OPERATION OR THE CONSTRUCTION OF THE DESIGNS SHOWN ON I THESE DRAWINGS. n ���' �,/, DRAWINGS ARE ALSO NOT BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT I t R2 �lry�{M 1 �ynl't// 1/4/�..1 Libolt DIRECTLY DR INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING,INC. ��,111U1" tf. LIBOLT RESIDENTIAL DRAFTING,INC. © COPYRIGHT 2004 VEGI�7t�1 ,/J \ yyy��� ///��� t -,^�L y/�.y�-T,�^1 j�`-(�- Residential FLDI PATH SPLASH BLOCK 6 �' / (/\ C� r./ '/ J \( 1 �''_ �/`//"` i/ Drafting IF THIS DRAWING IS LESS THAN 24'X36'IT IS A REDUCED PRINT. SCALE ACCORDINGLY. _ �, Site Plan «/ y y _J, f/fJ DOWNSPOUT EXTENSION _ / 110 Park Vlew Dr, CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON ` Lynden,VA 98264 THE JOB,AND LIBOLT RESIDENTIAL DRAFTING,INC.,MUST BE NOTIFIED OF ANY VARIATIONS 1"=10'Scale !< S 5.(eea:t (360>933-1105 FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. SHOP DETAILS SHOULD INSIDE FLOW LINE TO �.J J HE SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING,INC.,FOR REVIEW BEFORE PROCEEDING BE LEVEL W/GROUND Date, 2/1/19 WITH FABRICATION. ✓U l i 5 �(� � Page: THESE PLANS ARE TO BE USED ONLY FOR THE CONSTRUCTION OF THIS PROJECT. ANY USE OF THESE PLANS FOR ANY OTHER PROJECT OR ON ANY OTHER SITE BY THIS Splash Block Detail CLIENT OR ANY OTHER CLIENTS WITHOUT NOTIFICATION AND MONETARY COMPENSATION SHALL DEEMED A DETRIMENT TO LIBOLT RESIDENTIAL DRAFTING INC,. , �s 1/2"= 00"Scale 0 5' 10' 20' 30, 40' 50' 75' 100, of 9