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HomeMy WebLinkAboutBLD2016-00607 SFR - BLD Permit / Conditions - 1/3/2017 Inspection Line (360)427-7262 P6ow Cat, MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone (360)427-9670, ext. 352 Mason County 615 W Alder St Shelton, WA 98584 W4 RESIDENTIAL BUILDING PERMIT BLD2016-00607 OWNER: PIONEER BUILDERS INC RECEIVED: 6/29/2016 CONTRACTOR: PIONEER BUILDERS 874-2311 LICENSE: PIONE1222KE EXP: 6/8/2017 ISSUED: 1/3/2017 SITE ADDRESS: 131 E CARDINAL CT ALLYN EXPIRES: 7/3/2017 PARCEL NUMBER: 122085111004 LEGAL DESCRIPTION: LAKEWOOD PLAT I BLK: 11 LOTS: 4-6, 27-29 TGW N1/2 OF VAC MAPLE ST& S1/2 VAC FIR PROJECT DESCRIPTION: DIRECTIONS TO SITE: 2 STORY SFR (1560 SQ FT) WITH ATTACHED 623 SQ FT GARAGE E CARDINAL CT(END OF CUL DE SAC ON LEFT) 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: R-3, U Lot Size: Deck: 136 Type of Work: NEW Fire Dist.: No. of Stories: 2 Occ. Load: 7 Building:1,560 Garage-Attached 623 Valuation: $ 205,576.49 Building Height: 27 Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: S 10.0 Ft. Shoreline: Ft. Water Body: Rear: N 5.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: E 7.5 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: W 7.5 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 3 Heat Pump 1 Plan Check Fee JBN 6/29/2016 $ 1,031.78 S2201600000001 Lavatories 4 Ventilation Fan 4 EH Plan Review JBN 6/29/2016 $205.00 S220160000000i Bath Tubs 1 Gas Outlets 1 Planning Review Fee JBN 6/29/2016 $205.00 S220160000000i Showers 1 Nat. Gas Stove 1 Address Fee JBN 6/29/2016 $ 173.50 S2201600000001 Water Heaters 1 Exhaust Hood 1 Building State Fee SLC 7/21/2016 $4.50 S120170000000i Clothes Washer 1 Dryer Vent 1 Building Permit Fee SLC 7/21/2016 $ 1,587.35 S1201700000001 Kitchen Sink 1 Mechanical Permit Fee SLC 7/21/2016 $ 155.60 S1201700000001 Dishwasher 1 Mechanical Base Fee SLC 7/21/2016 $28.50 S1201700000001 Hosebibs 2 Plumbing Permit Fee SLC 7/21/2016 $ 119.30 S1201700000001 Plumbing Base Fee SLC 7/21/2016 $24.70 S1201700000001 Total $3,535.23 BLD2016-00607 Please refer to the following pages for conditions of this permit. Page 1 of 7 CASE NOTES FOR BLD2016-00607 CONDITIONS FOR BLD2016-00607 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 1-8 0-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X % TV 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 Department prior to any further inspections being performed or approvals granted. X� 3) nner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 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 Lempyal of approved documents will result in failure of required building inspections. X 5) TUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 6) 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 it ing Department prior to any further inspections being performed or approvals granted. A BLD2016-00607 Please refer to the following pages for conditions of this permit. Page 2 of 7 7) 2012 IECC/Washington State Energy Code Compliance has-been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine -4C, Window (Max U-Factor):0.30, 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: 3D- DUCTLESS SPLIT SYSTEM HEAT PUMPS, ZONAL CONTROL(1.0 CREDITS) �ECTRIC WATER HEATER WITH A MINIMUM EF OF 0.93 (0.5 CREDITS) 8) 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 Y2 sheets. The Mason County Permit Center will also have some available. 9) A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. X__* 10) 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. (IRC 2012 R905.2.8.5) X �(IV1 11) A concrete encased grounding electrode must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor& Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-4000. X W�l BLD2016-00607 Please refer to the following pages for conditions of this permit. Page 3 of 7 12) In buildings of unusually tight construction, fuel-burning appliances (excluding cooking appliances and domestic clothes dryers) shall obtain combustion _aitflom outside in accordance with the international codes. X 13) To perform an inspection the Mason County Building Inspector will need to access the interior of the structure. An electrical permit completed and approved by Washington State Labor& Industries must be available on-site during the inspection. The Mason County Building Inspector will inspect the following: Verify that the system is installed in accordance with manufacturer specifications; The inspector will check to make sure that the exterior unit is permanently installed and supported, the exterior unit complies with required setbacks to property lines, fuel tanks are located at least 10-ft from the system, a source of ignition, all exterior penetrations are properly sealed, condensate lines are installed and are properly supported, including proper material, slope, and that the condensate line terminates to a proper location outside of the foundation, copper refrigerant lines are insulated with ''/2"thick continuous closed-cell foam insulation or better, indoor units are located at least 3-ft from smoke and carbon monoxide alarms, and that modifications made to the structure, to install the unit, does not affect existing structural members. X l� 14) A separate inspection in addition to the inspections required in IBC, Section 110 shall be required in accordance with the 2012 IBC, Section 1707.11.2. The additional inspection is required when shear wall fastener spacing is required to be less than 4-inches. The shear wall schedule shown on sheet S1 designate walls type R with fastener spacing less than 4-inches. The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified to inspect lateral connections, the engineer of record (EOR), or an authorized representative of the EOR. The special inspectors duties & responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the inspection special inspection reports shall be submitted to the Mason County Building Department, 426 West Cedar St, Shelton WA 98584 and also available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing inspections. X 15) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). 16) 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 BLD2016-00607 Please refer to the following pages for conditions of this permit. Page 4 of 7 17) 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 su—CLroads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 18) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be char,eed and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X 19) 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 per it revocation. X�A 20) 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. 21) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County Xrd' ance or regulation, must be reviewed and approved by Mason County prior to construction. BLD2016-00607 Please refer to the following pages for conditions of this permit. Page 5 of 7 22) 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 Insuecktor shall be made prior to requesting additional inspections. X 23) Epoxy grout required and specified on the approved building plans shall require a special inspection. The special inspector shall be the engineer of record or their authorized representative, a WABO Certified special inspector, or certified testing laboratory. In addition a Mason County Building Inspector may perform the inspection provided holes are prepared in accordance to manufacturer specifications that are available on-site during inspection. Special inspectors shall inspect the installation of grouted construction anchors as stated in the manufacturers specifications. An inspection report shall be pr and submitted to the Mason County Building Department prior to the framing inspection of the project. X AA 24) All property lines shall be clearly identified at the time of foundation inspection. X V�1 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 County ordinances and building regulations. 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 hol er have prevented action from being taken. No more than one extension may be granted. —v 27) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, conne ctors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. V 28) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Appkovedd Site Plan" to ensure these structures are shown and meet the setback conditions listed. 29) 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 Oft, OAD WAY. X YX 30) 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-'�lo foundation drains within 30ft, down gradient of drainfield/reserve area. X l�l� —v BLD2016-00607 Please refer to the following pages for conditions of this permit. Page 6 of 7 31) On-site septic system final installation approval required prior to temporary/final occupancy. SWG2016-00305 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. �)Jfi_ kI1! 1*AWb'\U ' Signature Date OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2016-00607 Please refer to the following pages for conditions of this permit. Page 7 of 7 BUILDING MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/Ventilation Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) Owner: Parcel#: Type of project: 7' Total Sq. Ft. 1"Floor: 2"d floor: 0 Heated Basement: of heated area:: 3u J Heating System Type: O Electric wall heater O Electric CentraLFumace_Q LPG Furnace O Heat Pump with electric furnace O Heat pump with gas furnata Ductless Heat P p m O Boiler, specify fuel type: O Other: Specify: µ Prescriptive Option Table R402.1.1 Compliance Method µ Component Performance, R402.1.3 — Calculation worksheets required Check one:: µ Other(Specify): Check one Whole House Ventilation system µ Whole House Ventilation µ Other, Ventilation using exhaust fans&window or Integrated with a Forced Air describe: System wall fresh air vents(1141507.3.4) System(M1507.3.5) Referencing Table R406.2, "Additional Residential Energy Efficiency Requirements,"all residential units must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to comply. If the table is not attached to this form you can access the table on our website at: http://www.co.mason.wa.us/forms/Community Dev/index.php. Additional Energy a) Description: Small dwelling units with less than 1500 sq.feet of heated or cooled Efficiency space and less than 300 sq. ft fenestration (see definition below)or additions to an Requirements existing building that is less than 750 sq. ft. of heated area. To use this option Energy credits complete a window schedule in order to verify that the fenestration area does not exceed 300 sq. ft. Fenestration is defined in the IECC as skylights, roof windows, required: vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. —0.5 points 1. S b) Medium dwelling units not includes in a) above, or b) below— 1.5 points c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft. of heated or cooled floor area. —2.5 points. Describe Energy Credit Option(s): Using Option number(s): 3d . *ct CK, Prescrptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information L2-1560-2 L 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 Climate Zone 5 & Marine 4 6 R-Valuea U-Factor' R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 n/a 0.30 Skylight U-Factor n/a 0.50 n/a 0.50 Glazed Fenestration SHGCb e n/a n/a n/a n/a �C,,,,,y 49' 0.026 49 0.026 Wood Frame WalIlk 1 21 int 0.056 21+5ci 0.044 Mass Wall R-Value' 21/21h 0.056 21+5h 0.044 Floor 309 0.029 309 0.029 Below Grade Wallc.k 10/15/21 int +TB 0.042 10/15/21 int+TB 0.042 Slabd R-Value& Depth 10, 2 ft n/a 10, 4 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 0.5 points 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 less than 750 square feet of heated floor area. M2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope la 0.5 ❑ 1 b Efficient Building Envelope 1 b 1.0 ❑ I 1 r I Eff dent L3uddin,g Envelope 1 c 2.0 ❑ 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 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 121 1.0 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 0 0.5 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions RECEN EU http://www.energy.wsu.edu/Documents/2012%2ORes%2OEnergy,pdf JUN Z 9 2016 615 W.gilder Street Table 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. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. 1110/15/21.+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 Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. ' Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. 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 L2-1560-2L Width Height Ref. U-factor Qt. Feet inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.) 0.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 1 0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA POWDER ROOM 0.30 1 3 6 18.0 5.40 KITCHEN 0.30 1 3 4 12.0 3.60 DINING 0.30 1 6 8 48.0 14.40 GREAT ROOM 0.30 1 6 6 36.0 10.80 ENTRY ABOVE 10.30 1 3 5 15.0 4.50 BEDROOM 3 0.30 2 3 15 30.0 9.00 BEDROOM 2 0.30 1 4 1 14 16.0 4.80 MASTER BEDROOM 0.30 1 6 4 24.0 7.20 MASTER BATH 0.30 1 2 3 6.0 1.80 PLAYROOM 0.30 1 4 4 16.0 4.80 ENTRY DOOR 1020 1 3 6 8 20.01 4.00 GARAGEIDWELLING DOOR 0.20 1 2 8 6 8 17.8 3.56 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 0.01 0.00 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 Sum of Vertical Fenestration Area and UA 1 258.81 73.86 Vertical Fenestration Area Weighted U = UA/Area 1 0.29 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 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 0.01 0.00 Overhead Glazing Area Weighted U = UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 258.81 73.86 Simple Heating System Size: Washington State } This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 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 2012 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 L2-1560-2L Heating System Type: O All Omer systems O Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 40 Grapeview .__, AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 1,5tt]' Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 8.51 13,260 Glazing and Doors U-Factor X Area = UA Instructions 0.30 259,> 77.70 Skylights U-Factor X Area = UA Instructions 0.50 -- Insulation Attic U-Factor X Area = UA Instructions - R�9 0.026 907 ` 23.58 Single Rafter or Joist Vaulted Ceilings U-Factor Area UA Instructions — No selection i Select R-Value � Above Grade Walls(see Figure 1) U-Factor Area UA Instructions _ _ _ _ __ 0.056 1,849 '' 103.54 ;�R-21 Intermediate Floors U-Factor Area UA Instructions -' 0.029 934 27.09 R-30 Below Grade Walls(see Figure 1) U-Factor Area UA Instructions -- if Select Rvalue . No selection — III Slab Below Grade{see Fipy(e F-Factor Leth UA Instructions No selection -- Select conditloning � Slab on Grade(see Figure i) F-Factor Leh UA Instructions " aau�ua°"`` " �. `' u�'' __ Select R value No selection Location of Ducts Instructions Duct Leakage Coefficient . No Ducts 1.00 Sum of UA 231.91 Envelope Heat Load 9,276 Btu/Hour Figure 1. Sum ofUAXAT Air Leakage Heat Load 5,728 Btu/Hour VolumeX 0.6XATX.018 Above Grade Building Design Heat Load 15,005 Btu/HourAir Leakage+Envelope Heat Loss Building and Duct Heat Load 15,005 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Duds in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 18,756 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) GW 20►�' - MASON COUNTY RESIDENTIAL PLANS SUBMITT C7By- Documents: KLIST Owner's Name:�[,�����'f IJ I Gt Date: g' Reviewe/✓B '' ding Permit Application Completed VStormwater /Planning Intake Checklist Completed, _Site plan includes:Allowable building area,roof overhangs,decks,etc. U I DING _✓Fire Apparatus Access Road info required? Yes No j/Energy Code Application Form-O Electric wall heater O Electric central furnace O LPG Furnace O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) css Heat Ptrnt0 Other. Specify: _�Mechanical/Plu�bing Application-WATER HEATER FUEL TYPE/LOCATION /a —engineering? o Snow load:� # Seismic: D2_ Stock Plan—approved snow load: Seismic: _D2_ M_ anufactured Homes-4 FLOOR PLANS �tionT �nSl�/Manul�acn�m �Eng��eered�Iootin foundation Basementerect? �6anonstruc Construction Plans:_✓3 COMPLETE SETS_recognized Scale _ RECEIVED Tans Legible ---Elevation Views v Cross Section Foundation Plan Roof Framing Plan &-F oor Plan-Use of rooms noted(all floors) J U N 2 9 2016 Floor Framing Plan-all floor levels including loft,crawlspace,etc. (<200 S.F. ??—stairs?) Deck Framing Plan,incl cov.porch framing Co n C. Ct) nypcYll,_. #Z D;S93 @ I���t1N. Alder Street Plan Deta-il r a X tc J n ,,11 W1/ oof framing details,truss lay-out may be n (Hip and girder location shown) /l/lG SSe S `' �`� v,C all Framing-Does bearing-wall height ex 10'?(Engineering may be required) (0`M� _Floor framing: Floor joists(size&spacin.. -719" A F Flab!' 10' 1'5 ,Floor beams: _Window headers. Typical header. Garage header. _Foundation:footing size,reinforcement _Concrete Walls-Does Concrete Wall Height Exceed 8'?(Engineering may be required see details) Landings at all exits?Less than 30"above grade?Y/N Bated By Furnace-Location of Furnace Fuel type: IFireplace/Stove Information Shown-Fuel Type? Location(s): Window Sizes Marked on Plans Braced wall panels(shear walls)marked on plans or lateral engineering? COMMENTS: ENGINEERING REQUIRED Braced wall panels/brace wall lines are not marked on plans(R602.10) Amount and location of bracing does not meet minimum required in Table R602.10.1 DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed building plans. Wind 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: ,Snow___Psf. IRREGULAR BUILDINGS R3012.2.2.2 Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be considered to be irregular when one or more of the following conditions occur. 1)Exterior braced wall line or BWP cantilevered or offset by more than 4' 2)Roof or floor is not laterally supported on all edges 2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line. 3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft.or 50%of the least floor or roof dimension. 5)Portions of floor level are offset vertically 6)Shear wall lines do not occur in two perpendicular directions. 7)When a story above grade is includes masonry or concrete construction(exc: fireplaces, chimneys,and veneer). When this applies the entire story shall be designed.In accordance with accepted engineering practice. H:\permit tech building checklistdoc Revised 11-29-2007 BUILDING Name 3'1 prtpp Or 3w,1144 1,'L. Parcel# 1 1- I(00 y BLD# OLZ4o 7 Mason County Department of Community Development 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 surface2. '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 = 5&0 X = Measurements for buildings are taken at the perimeter of the farthest projections(example: X = 2 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 = 0 Any paved, gravel or packed area per definition X _ above table Others X = I x a i qt ` = 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) 2Z 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 property forreview and inspection as may be required. X � _ /.1 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 4,OrIo2! Parcel# BLD# 2V (0(00 � 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 IMTIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A)J� _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 Own Agen ontractor(circle one)Date: O-d 4—16 Page 2 of 2 no AULUNI: � 2 0/6- oo&v � Cq OD2 20/(a-UUv 93) RECEIVE JUN 2 9 2016 615 W. Alder Street 50.00' DETENTION POND EASEMENT ---------- ------ ------ p v O N O DRAINFIELD O (V —— — — — — D-BOX O O O N — o O o — — o 5EPTIG TK O f p° PLAN: PB-150101 ALL SETBACKS ARE MEASURED ! ———— [777 FRC M THE FURTHEST PROJECTION OF THE BUILDING T I I I I APPROVED I I :IASON OUNTY DCD PLANNIN I SITE PLP N REQUIRED TO BE ON SIT � HAN ES SU TO APPROVAL 3�0' etrd fWeK. 4 apPv? !� Daft!�1��1 D0Rz&)(0- 00093 0 '50' R AGGE 5 EASE EN m i i i 75.00' CART )I N L OT. h SITE PLAN SCALE:-4-2e-O"1U i S LOT 55 SELWOOD -Zoned- ., 1.►e)o CUSTOM JA%( HAUGEN, 1:�E51 GNER HOME PORT ORCHARD, AA nESIGN (2O8) Q21-4aB& A SITE PLAN FOR PIONEER BUILDERS INC. 0425 ByILDIN G MASON COUNTY COMMUNITY SERVICES Permit No: 6L 02 c 1(r 00 07 o- 1 c ctir PERMIT ASSISTANCE CENTER: BUILDING PLANNING FIRE MARSHAL r( '1�, 1 a V/ \ 615 W.Alder St-Shelton,WA 98584 Phone Shelton_(360)427-9670 ext.352 Fax:(360)427-7798 i�,N+ �n�C Phone Belfair.(360)275-4467 Phone Elma:(360)482-5269 .J 2 U O BUILDING PERMIT APPLICATION' Ai< er Street PROPERTY OWNER INFORMATION: CONTRA TOR/NFORMATIO NAME:71 i o01eP./ 1.-,\ `h1. NAME 1 L/�1 l{[�t/ G l I S I Il i MAILING ADDRRE ?0 76ox 0 4 MAILING ADDRESS: CITY.? p.� 0•rt�w STATE:�I�ZIP:_JtL21 6 CTTY: STATE: ZIP: PHONE#1:$f#0 46-41 ,'l,31) PHONE: CELL: PHONE#2: EMAIL: EMAIL: .) lAll dol� L&I REG# EXP. CONTACT PERSON: OWNER�g CONTRACTOR❑ -OTHER/See Below❑ *NAME: �y���„tt f MAILING ADDRESS:r't 0 76x )U QH CITY: STATE: ZIP: PHONE: CELL: EMAIL: PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 14 V!t- 5)- )I 0 4 ZONING Q LEGAL DESCRIPTION(Abbreviated FIRE DISTRICT SITE ADDRESS --L «. CITY A)l DIRECTIONS TO aft ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO IS PROPERTY WITHIN 200 FT: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW N ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Cmametcial Bldg Etc.) 5 f R _3 IS USE: PRIMARY; SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? ES(Whole Bldg)N YES(Part[s]of Bldg)❑ NO❑ DESCRIBE WORK 8,.;Jy vgki S FQ if-j&)D 50 �'t (Valuation/Project Bid Amount:S U ) SQUARE FOOTAGE: 1ST FLOOR �30 sq.ft. 2ND FLOOR 'c6Wsq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECKJ�V�W. STORAGE sq.ft. OTHER sq.ft. 41-GARAGE s .ft. Attached X Detached CARPORT sq.ft. Attached F1 Detached 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 or owner's legal representative. 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 IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL CAUSE THE APPLICATION TO BE'EXPIRED. (MASON COUNTY CODE 14.08.42) x Sign ture of OWN R Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT 414, Z4 f, PLANNING DEPARTMENT VTDU A,f A to CITT A T BUILDING L /- �� MASON COUNTY PERMIT NO. '7 11d� DEPARTMENT OF COMMUNITY DEVELOPMENT /� BUILDING•PLANNING•FIRE MARSHAL l•' WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.352® 1854 PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext.352 R E C E 1 vE D PLUMBING & MECHANICAL PERMIT APPLICATION JUN 2 9 2016 OWNER INFORMATION: CONTRACTOR INFORMATION: ��• Airier rest NAME: 'j;or,U, 'bw:l �4, 1„�e. NAME: MAILING ADDRESS: ?D 'lox 104`f MAILING ADDRESS: CITY.?0,J 0 wow.1 STATE: VA ZIP: %-3 CITY: STATE: ZIP: PHONE:3b0 1 CELL: 3 40 3110 311q PHONE: CELL: EMAIL: �pubv„1 t inc��aL.na.co.N, EMAIL : L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): 1¢a OS- 15-1 - 11 00 LEGAL DESCRIPTION(ABBPEVLATED): SITE ADDRESS:_ E . 0, CITY: 411,4,,E DIRECTIONS TO ST'E ADDRESS: TYPE OF JOB NEW v,- ADD ALT REPAIR OTHER USE OF BUILDING 5 f LOCATION OF FIXTURES/UNITS—1ST FLOOR ' 2No FLOOR ,/ BASEMENT GARAGE / OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Heat Pump Toilets 3 Type of Unit No.of Units Fees Bathroom Sink y Furnace Bath Tubs 1 Heatpump Showers Spot Vent Fan Water Heater C Propane Tank Clothes Washer I Gas Outlets Kitchen Sinks ► Wood�Pellet Stove Dishwasher 1 Kitchen Exhaust Hood Hosebibs Dryer Vent Other Other Base Fee Base 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.1 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 permittapplication 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. X a� 6-ay6 -1 r� Signature of Applicant Date X fjyNp G Wev Owner/Owners Representative/Contractor Print Name (indicate which one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL v ' MASON COUNTY Mason County Permit Center Use: COMMUNITY SERVICES DEPARTMENT DDR 10 CR - 0 va 473 615 W.Alder St—BLDG#8,Shelton WA 98584 360.427.9670 ext. 352 Date Rcvd �' Zou-P Request for Administrative Variance for Reduction in the Required Setbacks ($115.00) For administrative review,the minimum variance on a setback request is 5 feet from the side yard lot lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction requires a standard variance. *Setbacks are measured from the furthest projection of the structure, including roof eaves and gutters.* Applicant/Owners: iRoneer 6U ► 1 d e r s I n c Mailing Address: City: Po� tj(4(-OlState: Zip: //-- Telephone:(-3 Coo g -74-2-3 Email: RECEIVED JUN 2 9 2016 If this reduction is tied to a building permit, please give permit case number. sLD 2t�) (D - 00000 7 615 W. Alder Street Parcel Number(s): 12 2O y ��r � ' 0 0 7 Zoning fc,9 Site Address: Requested setback variance: Y s © ft. *Front ❑ Rear ❑ Side ft ❑ Front ❑ Rear ❑ Side ft. ❑ Front ❑ Rear ❑ Side ft ❑ Front ❑ Rear ❑ Side r �7 Front Setbacks—From access easements and road right of ways. Minimum 10 feet. Rear Setbacks—From the rear property line. Minimum 10 feet. Side Setbacks—From the side property line. Minimum 5 feet except for certain shoreline designations. An illustrated site plan is required. IACommunity Development\ALDER-Updated Forms\VARIANCE_FORMS_DDR\Admin Variance.docx Edited on 2/09/16 Nk Your site plan must show the following:north arrow,abutting street or easements, set backs to all property lines and existing buildings, slopes, surface water,wetlands,critical areas, septic,well and driveway. Show all proposed new development. -� FRONT AND OR REAR YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 1) One of the following exists on the lot(check all that apply): ❑ a) steep slopes,wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-fourth acre, NA e) existing improvements of buildings, septic systems, and well areas. SIDE YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 2) One of the following exists on the lot(check all that apply): ❑ a) steep slopes,wetlands,or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-half acre; ❑ e) existing improvements of buildings, septic systems, and well areas. Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones. ���� c-O Z�' ► K-�J� QC��.I� � � r�'1 �h Olin 2� Owner/Agent (please indicate) Si ature )aq I 1 (0 Date Official Use Only I Approved by: Date I i'l l u, Denied by: Date Reason for denial: I:\Community Development\ALDER-Updated Forms\VARIANCE_FORMS_DDR\Admin Variance.docx Edited on 2/09/16