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HomeMy WebLinkAboutBLD2015-00866 SFR - BLD Permit / Conditions - 10/7/2016 Inspection Line(360)427-7262 �6axro, MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County 615 W Alder St Shelton, WA 98584 15 RESIDENTIAL BUILDING PERMIT BLD2015-00866 OWNER: ALLYN PLAT DEVELOPMENT LLC RECEIVED: 10/5/2015 CONTRACTOR: VAN DIJK HOMES LLC 360-801-4912 LICENSE: VANDIDH869Q1 EXP: 11/21/2016 ISSUED: 10/7/2016 SITE ADDRESS: 71 E BRADY LP ALLYN EXPIRES: 4/7/2017 PARCEL NUMBER: 122205065010 LEGAL DESCRIPTION: ALLYN PCL 1 OF BLA#07-01 PTN OF BLK 65 S 20/60 & S 33/115 PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW SFR: 1760 SQ FT HEATED SPACE, WITH 393 SQ FT GARAGE, AND FRONT/REAR PORCHES General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr..- SFR New Type of Use: SF Insp.Area: No. of Bathrooms: 3 Occ. Group: R Lot Size: Deck: 63 Type of Work: NEW Fire Dist.: 5 No. of Stories: 2 Occ. Load: Building:1,760 Garage-Attached 393 Valuation: $ 218,808.33 Building Height: 30 Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: E 2 1.0 Ft. Shoreline: Ft. Water Body: Rear: W 20.0 Ft. Slope: Ft. SEPA?: Unkn Model: Width: Ft. Side 1: N 10.0 Ft. Shoreline Desig.: hWOApplicable Year: Serial No.: Side 2: S 5.0 Ft. Comp. Plan Desig.: Urban Growth Area Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Bath Tubs 2 Exhaust Hood 1 Plan Check Fee JBN 10/5/2015 $ 1,079.10 S2201500000001 Clothes Washer 1 Furnace>100K 1 Address Fee JBN 10/5/2015 $ 173.50 S2201500000001 Dishwasher 1 Ventilation Fan 4 Planning Review Fee JBN 10/5/2015 $205.00 S2201500000001 Floor Drain 1 Dryer Vent 1 EH Plan Review JBN 10/5/2015 $205.00 S2201500000001 Hosebibs 2 Building State Fee CRE 10/27/201 $4.50 S2201600000001 Kitchen Sink 1 Building Permit Fee CRE 10/27/201 $ 1,660.15 S220160000000i Lavatories 4 Plumbing Permit Fee CRE 10/27/201 $ 136.70 S220160000000i Water Closets (Toilets) 3 Plumbing Base Fee CRE 10/27/201 $24.70 S2201600000001 Showers 1 Mechanical Base Fee CRE 10/27/201 $28.50 S2201600000001 Water Heaters 1 Mechanical Permit Fee CRE 10/27/201 $91.70 S2201600000001 Total $3,608.85 BLD2015-00866 Please refer to the following pages for conditions of this permit. Page 1 of 6 CASE NOTES FOR BLD2015-00866 CONDITIONS FOR BLD2015-00866 1) Approve er dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 2) All property lines shall be clearly identified at the time of foundation inspection. X 3) All construction and demolition debris must be removed from the site after project completion. Proper disp I�truction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 4) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent water propa Silt fencing, straw, or surface matting must be installed and maintained until upland vegetation has become established. X 5) All surface water and potential runoff from the proposed development will be controlled on site in drywells and infiltration trenches, and shall not adversely affect any adjacent roperties, cause sediment deposits, nor increase the velocity flow entering or abutting to any state or county culvert or ditc ys or road way. X 6) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure these structures meet th setba onditions listed. X 7) Landings and stairs must meet the ame setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved Site Plan"to u ese structures are shown and meet the setback conditions listed. X 8) 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 an monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The pers0h signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 9) 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 fu r inspections being performed or approvals granted. X i BLD2015-00866 Please refer to the following pages for conditions of this permit. Page 2 of 6 10) Owner/Age s onsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 11) ALL FURNACE INSTALLATIONS SHALL MEET THE MINIMUM EFFICIENCIES SET FORTH IN THE CURENT EDITION OF THE WASHINGTON STATE ENERGY ODE (WSEC). ANY PORTION OF THE MECHANICAL SYSTEM THAT IS ALTERED OR REPLACED SHALL MEET THE MINIMUM STANDARDS F IN THE WSEC AND INTERNATIONAL MECHANICAL CODE. X 12) THE FOUNDAT STEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 13) The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the "approved" site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Depart nt�to any further inspections being performed or approvals granted. X 14) 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: 3b High Efficiency HVAC Equipment. 5a Electric Water Heater With A Minimum EF X 15) 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 16) 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 BLD2015-00866 Please refer to the following pages for conditions of this permit. Page 3 of 6 17) 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 re i ing a permit occur, or when one or more sleeping rooms are added or created. 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 reniswed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall b,*cq,UeCred 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. Occup is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. X 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 t requi if the air handler and all ducts are located within the heated space. X BLD2015-00866 Please refer to the following pages for conditions of this permit. Page 4 of 6 21) The placement of buildings and structures on or adjacent to slopes steeper than one unit vertical in three units horizontal (33.3% slopes) shall conform to the International Residential Code Section R403.1.7 for descending or ascending slopes. Alternate setbacks may be approved subject to approval of the building official based upon the investigation and recommendations of a qualified engineer licensed in the State of Washington. Such an investigation shall include consideration of material, height of slope, slope gradient, load intensity, and erosion chara teristic slope material. X 22) Proposed structure(s) must m intain a minimum of a 5' setback from all property lines, easements and 25' from all County and State Road right of ways. Setbacks are m sur om the furthest projection of the structure. X 23) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulatio mus e�iewed and approved by Mason County prior to construction. X 24) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENTAND THE ADOPTED BUILDING CODE. The construction of the permitted pro .s subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as a ded and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made o requesting additional inspections. X 25) All property lines shall be clearly identified at the time of foundation inspection. X 26) 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 ordinanWs ding regulations. X 27) Pressure treated wood manufaStjured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashi all metal connectors approved for contact with the new types of pressure treated material. X 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 "Approved Site Plan"t�ens�re these structures are shown and meet the setback conditions listed. X �� 29) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR I CREA THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY. X BLD2015-00866 Please refer to the following pages for conditions of this permit. Page 5 of 6 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 s d for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPL F 1 0 DAYS WILL INVALIDATE THE APPLICATION. 17 7 a� Signatur Date I= OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2015-00866 Please refer to the following pages for conditions of this permit. Page 6 of 6 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT &1Jk1)JJV(; WSEC/Ventilation Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) Owner: A-r I Par�l�� � �i Type of project: I s Total Sq. Ft. 15 Floor : 2" floor: Heated Basement: of heated area:: 7760 '®(p 0 Heating System Type: O Electric wall heater • Electric Central Furnace O LPG Furnace O Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: 0 Prescriptive Option Table R402.1.1 Compliance Method O Component Performance, R402.1.3 — Calculation worksheets required Check one:: O Other (Specify): Check one O Whole House Ventilation system • Whole House Ventilation O Other, Ventilation using exhaust fans&window or Integrated with a Forced Air describe: System wall fresh air vents (M1507.3.4) 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 /ECC as skylights, roof windows, required: vertical windows, opaque doors, glazed-doors that include products with glass and ` non-glass glazing materials. — 0.5 points \�J 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): E C-Ej T -E� Using Option number(s): Y I Vrz-� OCT 0 5 20 15 J Iq 426 W, CEDAR ST toa u,%. tkrz ti FENESTRATION SCHEDULE USE FOR ENERGY CREDIT, a) SMALL DWELLING OPTION & COMPONENT PERFORMANCE COMPLIANCE List all windows, doors, skylights. (If needed. attach an additional sheet) 'Fenestration is defined in IECC Chapter 2 as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. Manufacturer Location U-Factor Size Quantity Total rough opening) Square Feet j Total Fenestration: windows, skylights and door area WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS TABLE 406.2 ENERGY CREDITS (DEBITS) OPTION DESCRIPTION CREDIT(S) la EFFICIENT BUILDING ENVELOPE l a: 0. Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U=0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. lb EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U=0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. I c EFFICIENT BUILDING ENVELOPE lc: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U:0.22 Ceiling and single-rafter or joist-vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 4.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan(maximum 0.35 watts/cfin),not interlocked with the furnace fan ventilation systems using a furnace including an ECM motor are allowed,provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilations stem. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 0.5 Gas,propane or oil-fired furnace with minimum AFUE of 95% To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 8.5 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3c HIGH EFFICIENCY HVAC EQUIPMENT 3c: 2.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS,ZONAL CONTROL: In homes where the primary space heating system is zonal electric heating,a ductless heat pump system shall be installed and provide heating to at least one zone of the housing unit. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM:' 1.0 All heating and cooling system components installed inside the conditioned space.All combustion equipment shall be direct vent or sealed combustion. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat is not permitted under this option. Direct combustion heating equipment with AFUE less than 8016 is not permitted under this option. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. J 5a EFFICIENT WATER HEATING 5a: 0.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 or Electric water heater with a minimum EF of 0.93. and for both cases All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and shall specify the maximum flow rates for all showerheads, kitchen sink faucets,and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82 or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters or Water heater heated by ground source heat pump meeting the requirements of Option 3c. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the calculation of the minimum energy savings. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed,up to 3 credits.Generation shall be calculated as follows: For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access,and include a calculation of the minimum annual energy power production. a. Interior Duct Placement.Ducts included as Option 4 of Table R406.2 shall be placed wholly within the heated envelope of the housing unit.The placement shall be inspected and certified to receive the credits associated with this option. Exception: Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the exterior cavities or buffer spaces of the dwelling.If this exception is used the ducts will be tested to the following standards: Post-construction test: Leakage to outdoors shall be less than or equal to 1 CFM per 100 ftz of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. b. Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and showerheads)shall comply with the following requirements: 1. Residential bathroom lavatory sink faucets: Maximum flow rate-3.8 Umin(1.0 gal/min)when tested in accordance with ASME Al12.18.1/CSA B125.1. 2. Residential kitchen faucets: Maximum flow rate-6.6 Umin(1.75 gal/min)when tested in accordance with ASME Al12.18.1/CSA B125.1. 3. Residential showerheads: Maximum flow rate-6.6 Umin(1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1. Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Allyn Parcel 1 - Red Door LLC F. Allen Design & Drafting Parcel 1 - East Brady Loop Seth M. Allen xCell 360-483-8530 Allyn,WA 98524 allen.design.drafting@gmaii.com 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 cpFcIked as chosen by the permit applicant. Authorized Representative Date ZIIs- All Climate Zones R-Values U-Factors Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 AL Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 OCT 5 2015 Wood Frame Wall9,k,l 21 int 0.056 426 Mass Wall R-Value' 21/21h 0.056 VV. �EDgR ST Floor 309 0.029 ' Below Grade Wall°k 10/15/21 int+TB 0.042 Slab R-Value& Depth 10,2 ft n/a BUILDING '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. 02. 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) la JEfficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ is Efficient Building Envelope 1c 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 0.5 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 n 1.5 6 Renewable Electric Energy 0.5 *1200 wh 0.0 Total Credits 2.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%a2ORes%2OEnergy.pdf 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. g 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 Parcel 1 - East Brady Loop ISeth M. Allen xCell 360-483-8530 Allyn, WA 98524 ailen.desl n.draftin @ mail.com Width Height Ref. U-factor Ot. Feet "'ch Feet `c0' Area UA Exempt Swinging Door (24 sq. ft. max.) ID01 0.20 1 13 ° 6 _ 8 20.0 4.00 Exempt Glazed Fenestration (15 sq. ft. max.) I I 1 0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Ot. Feet �' Feet Area UA Entry Door excem t above D01 0.0 0.00 Garage to House Door D02 0.20 1 3 ° 6 20.0 4.00 0.0 0.00 Entry Picture W01 0.29 2 1 6 1 6 4.5 1.31 1/2 Bath Single Hung W02 10.30 1 12 10 4 10 1 8.0 2.40 Living Room Single Hung W03 0.30 2 12 10 4 10 1 16.0 4.80 Living Room Slider W04 0.30 1 6 ° 5 0 30.0 9.00 Dining Room Sliding Glass Door W05 0.30 1 6 ° 6 10 41.0 12.30 Kitchen Slider W06 0.30 1 4 ° 3 6 14.01 4.20 0.0 0.00 Flex Space XOX Slider W07 0.30 1 17 6 5 ° 37.51 11.25 Laundry Single Hung W08 0.30 1 2 0 4 10 8.0 2.40 Bedroom 3 Slider W09 0.30 1 5 0 4 16 22.5 6.75 Bedroom 2 Slider W10 0.30 1 5 ° 4 6 22.5 6.75 Master Bath Single Hung W11 10.30 1 2 ° 4 ° 8.0 2.40 Master Bedroom Single Hung W 12 0.30 2 2 16 5 ° 1 25.0 7.50 Master Bedroom Slider W 13 0.30 1 5 ° 5 ° 25.0 7.50 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 0.01 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 0.01 0.00 Sum of Vertical Fenestration Area and UA 1 282.0 82.56 Vertical Fenestration Area Weighted U= UA/Area 1 0.29 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Ot. Feet °h Feet 'ncn Area UA 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 1 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 302.0 86.56 " 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 AER x.- Parcej' tastBradv LO00 <. efh t. terikt eft 6}d$3Mg 30" Allyn,WA 98524 Heating SVstem TVpe: (9)All other 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) Shelton AT=lndoor(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) 14,256 Glazing and Doors U-Factor X Area - UA Instructions 0.30 90.60 Skylights U-Factor X Area - UA Instructions 0.50 Insulation Attic U-Factor X Area - UA Instructions R-49 0.026 ® 27.56 III _ Single Rafter or Joist Vaulted Ceilings _ U-Factor X Area UA Instructions No Vaulted Ceilings in this project. � Above Grade Walls(see Figure 1) _ U-Factor X Area UA Instructions R-zl intermediate 0.056 125.22 Floors U-Factor X Area UA Instructions R-30 0.029 ® 30.74 � Below Grade Walls(see Figure 1) _ U-Factor X Area UA Instructions oject. ..r..r No Blow Grade Walls in this project. � --- lllll� Slab Below Grade(see Figure 1) _ F-Factor X Length UA Instructions ■rr —�rrr a No Slab Below Grade in this project. Slab on Grade(see Figure 1) F-Factor X Length UA Instructions No slab on Grade in this project. I� Location of Ducts Instructions r r .+r.rr�rr.: Duct Leakage Coefficient Unconditioned � W _ 1.10 Sum of UA 274.12 Envelope Heat Load 12,883 Btu/Hour Figure 1. Sum of UA XAT Air Leakage Heat Load 7,236 Btu/Hour Volume X 0.6 X AT X.018 Above Grade Building Design Heat Load 20,120 Btu/Hour Air Leakage+Envelope Heat Loss ""�-�-*•. Building and Duct Heat Load 22,132 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 30,984 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's Name: Date: /0,-5- 1 5 Reviewed By: Documents: Building Permit Application Completed ✓ Stormwater Checklist Manning Intake Checklist Completed, Site plan includes:Allowable building area,roof overhangs,decks,etc. BUILDING Fire Apparatus Access Road info required? Yes/No Energy Code Application Form- O Electric wall heater •Electric central furnace O LPG Furnace O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) / O Ductless Heat Pump O Other: Specify: t/ Mechanical/P ing Application-WATER,9FATER FUEL TYPE/LOCATION K 4 �G Engineering. at/No Snow load: Seismic:_D2_ Stock Plan—approved snow load: Seismic: D2_ Manufactured Homes—4 FLOOR PLANS Loundation Type: =red ture method En ' foundation �Bas;ent red? Un over 4 x er 30"? Con ction plans req _ w VrD Construction Plans:_3 COMPLETE SETS Mans Legible _L- Recognized Scale Elevation Views Cross Section OCT U 5 2015 Foundation Plan _✓Roof Framing Plan Floor Plan-Use of rooms noted(all floors) ✓ Floor Framing Plan-all floor levels including loft,crawlspace,etc. (<200 S.F.??—stairs?) 42 6 W. C E D _Deck Framing Plan,incl cov.porch framing A R $T Plan Detai : cr Roof framing details,truss lay-out may be needed (Hip and girder location shown) Wall Framing-Does bearing-wall height exceed 10'?(Enneineering may be required) Floor framing: Floor joists(size&spacing): /t2'l tD. n"Cj oor beams: ']�'7 f?i S S �L^'0c Window headers. Typical header: y�u-,�-4 7 Garage header:�2� h A.l(u ��Z—��Z JS /r� ✓� ✓Foundation: footing size,reinforcement a —, -tt 4 Cant, Q. "A- V Concrete Walls-Does Concrete Wall Height Exceed 8'?(Engineering may be required, see details) � dings at all exits?Less than 30"above grade?Y/N By Furnace-Location of Furnace (1—,ra .BRA Fuel t);pe: _ ce/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 R301.2.2.22 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 checklist.doc Revised 11-29-2007 Name 41 J .A No 4), Parcel# ��g��62j 4'9f D BLD#WW� Mason County BUILDINL 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 surface'. '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 = Measurements for buildings are taken at the perimeter of the farthest projections(example: X = eaves/gutters) X = Driveways X = t t X /3 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 = /n2 X = Any paved, gravel or packed area per definition above table X = Others X = Loop 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) 2 � 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 operty for review and inspection as may be required. X 108, Owner./A gent/Contractor(circle one)Date: If the Tot 1 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 RECEIVED 426 Vie' C Name Parcel# 1 2 2 2Z)GO6 5_01 0 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 Stormwger Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County web-4tc http//www.co.mason.wa—us/code/commissioners/index.htm V _E2, Please follow the links to "Title 14, Chapter 14.48 Stormwater Management". OCT 0 5 2015 Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan '�_DA (Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works documentR S 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 Stormwaler Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) ✓ The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT. 450 Mail: P 0 Box 1850, Shelton WA 98584 Physical: 415 N 6th St, Shelton WA 98584 If this development has, or will have,a septic/d rain field 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. OV X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 Page 1 of 2 Jahanel Neal - Re: Question BLD2015-00866 From: Randy Goembel <rgoembel@gmail.com> To: Jahanel Neal <JNeal@co.mason.wa.us> Date: 10/9/2015 2:26 PM Subject: Re: Question t)15-008M Hi Jahanel, VVe have decided to eliminate the fire' Randy On Tue, Oct 6, 2015 at 1:07 PM, Jahanel Neal <JNeal-co.mason.wa.us> wrote: Please let us know ASAP as to what the fuel type will be or if the fireplace will be omitted completely from the plans so that we can complete your plans review properly. Thank you. Best Regards, �f �A(("IC/ - c'l�l<'fl e/Y�fl� Mason County Permit Tech 426 W. Cedar St-Shelton, WA 98584 (360)427-9670 ext 408 >>> Randy Goembel <rgoembel@gmail.com> 10/6/2015 11:26 AM >>> Hi Jahanel, The fireplace was designed to be gas, however there is no gas available and everything else is electric. We might just delete it, or we could install a small propane tank. tbd Thanks, Randy On Mon, Oct 5, 2015 at 5:17 PM, rgoembel <rqoembel@gmail.com> wrote: Hi Jeannine, I don't know what kind of fireplace it is I do not have an extra set of plans with me I'll have to get back to you with an answer tomorrow thanks love your help today talk to you tomorrow thanks Sent from my Sprint Samsung GalaxyG,Note 4. -------- Original message -------- From:Jahanel Neal <ineal@co.mason.wa.us> Date: 10/05/2015 4:14 PM (GMT-08:00) To: rgoembel@gmail.com Subject: Question BLD2015-00866 Hello Randy, Guess what,I have a question for you already.After you left I was wrapping up a few plan review items and notice their is a fireplace noted in the living room on this SFR.What is the fuel type?Wood, Gas, Electric? Please advise, thank you. file:///C:/Users/j neal/AppData/Local/Temp/XPgrpwise/5617CE85Masonmail 1001397832... 10/15/2015 122205048001 122205047002 122205046003 122205800012 122205047001 122205046002 122200060010 122205052009 122205046001 122205045001 122205800013 122205051004 122205053010 122205052007 � 122205053009 � 122205054010 .s U 122205054009 122205800014 S 122205053007 122205052005 m � 122205054008 122205055008 � �` 122205053006 122205052004 � 122205054007 122205800015 N� ��� 122205053005 122205054006 �r 122205052003 G� -` �Z 122205053004 � 122205055007 122205052002 �p 122205054005 �r 122205055006 10. 122205053003 122205054004 122205052001 � 122205053002 122205054003 �2� � 122205055004 122205800022 122205053001 122205054001 122205055003 122205065010 122205056002: 122205064010 122205055001 PIP 122205065009 122205064009 122205065008 �e�py�Op�, 122205063009 122205063010 122205056001 122205065007 122205064007 122205800021 122205064008 122205063008 122205065005 122205063007 122205061009 122205064003 122205063006 122205062002 122205061006 122205063003 122205064001 122205063001 So rce Esr' DigitalGlobe, Geo,D i-cubed, Getmapping Aero . SCX.ogrd IGN IGw mmunity N 1 inch = 100 feet W E 1 inch = 0 miles S AA r 020 009&b Q� ENVIRONMENTAL HEALTH RECEIVED �9-_�„ pRUM OCT o 5 2015 o 1_ sr��cr 426 IV. CEDAR ST. CC 10' EASEMENT FOR INGRESS, EGRESS, 10'REAR 4'S91 8 10 n DRAINAGE&UTILITIES (PRIVATE) � � SETBACK 15'FRONT V� SETBACK o I 10 0 10 _l PROPOSED }i - o >- 2o' O~ i HOUSE 20'�0' .~< .-� ° od ¢� I 20' EASEMENT FOR MIN. INGRESS, EGRESS �+ DRIVEWA,. ° i'� °�B� I DRAINGAGE& i —i W UTILITIES (PRIVATE) I U10' 10' ° X. p 90.17' SETBACK UTILITIES 24 -0ys 33' -fin 11 �, �f QP✓ 5�+06�c ks : Frl lt- PLAN N Sh SITEe,- 5cu Fear, 10, bLD20 rt7qw OD9"t PLANNING RECEIVED 29'• „ �RU OCT 0 5 2015 MSTRE '1-6 W. CEDAR ST. � 1 0 ` 7O4 S9O..E 3g,•10 10' EASEMENT FOR INGRESS,EGRESS, 10'REAR I " DRAINAGE&UTILITIES (PRIVATE) SETBACK " I SETBACK 'PROVED ' " ! MASON COUNTY D Cll PLANNING AN REQUIRED SITE PLAN QUIRED TO BE O.;t SITE CHANGES SUBJECT TO AP ° '10 / (5°'I �.) ! i - 0 B PR OVAL r'?1 �. ` i PROPOSED ` - o >- ( Y Date t,: ! zo. O l HOUSE 20'�0' o p . I ° 20' EASEMENT FOR A`4 ; <<� _ti1JREi� ( �- h'. MIN. I INGRESS, EGRESS DRIVEWA co°o I DRAINGAGE& ]� uj UTILITIES (PRIVATE) UP;ij!7c 90.17' SETBACK r „ UTILITIES nQ� � ) po- n,� az 33 -Ify r l/Y > All i- uGk fz-z SITE PLAN N ye,. du d' � Rear: i O' Structural Calculations Red Door LLC FILE Al COPY lyn Plat Lot # 1 Allyn, WA RE C . TV July 19th , 2015 ED Contents OCT 0 5 2015 A 1-A 13 Standard Structural Specifications and Calculations.W. E�A R S T, I c. ado` 37964 NAL� i The engineers seal and signature above indicates that the engineer of record assumes full responsibility for the subject structure. Structural drawings S 1 and S2 have been signed and sealed by the engineer of record and represents a required element of the building specifications. In addition, the architectural plans have been "red-lined" by the engineer of record and have been signed and sealed. If the subject architectural plans do not have the engineer of record's sign and seal then the required engineering information has not been incorporated. Notes. Disclaimers: • Bradley Engineering, Inc.takes no responsibility for items not specifically addressed within this report set. • This report is valid only for the specific project shown above and herein. BRADLEY ENGINEERING, INC. 811 Yew St. Bellingham, WA 98229 Ph. (360) 752-5795 BRADLEY ENGINEERINGy INC. STANDARD STRUCTURAL SPECIFICATIONS: 1) Loads: a)Roof live load: 16 psf b)Seismic Design Category: D1 c)Roof dead load: 15 psf d)Wind: 110 mph and Exp"D" e)Snow Load 25 psf f)Floor Live Load:40 PSF g)Floor Dead Load: 10 psf h)Balcony Live:60 psf i) Deck Live:40 psf j)Exterior Wall Dead: 12 psf k)Interior Wall Dead: 10 psf 2) Applicability of these specifications: a. These specifications shall be adhered to for all work addressed in this report. b. Some sections of these specifications may not apply to the scope of work of Bradley Engineering, Inc. Use of these specifications for work outside of Bradley Engineering's scope shall be at the sole risk of the contractor. 3) Limited scope of Bradley Engineering's work: a. The scope of work of Bradley Engineering, Inc. is limited to the vertical and lateral analysis of the subject structure. Bradley Engineering, Inc.takes no responsibility for items not specifically addressed in the calculations, drawings,or call-outs. b. All structural and other matters not shown or addressed in the following calculations and sketches do not form part of the scope of work of Bradley Engineering, Inc. 4) Ownership of this report: a. Ownership of this report,all calculations,sketches,and other intellectual Information pertaining to the project shown herein shall remain the sole propriety of Bradley Engineering, Inc. Bradley Engineering, Inc. will furnish copies of this information to others only with the express permission of the client. b. These calculations, sketches,notes, and specifications are valid only for the project indicated herein. These documents are not valid,and shall not be used for any other project. 5) Completion of Bradley Engineering's current scope of work: a. Submittal of this report to the client completes the present scope of work and budget of Bradley Engineering, Inc. All other consultation,design, calculations,sketches, inspection, etc. after submittal of this report shall be billed on a time and materials basis. 6) Basis of Design—Applicable Codes: a. This design is based on the 2012 IBC. All construction shall adhere to the minimum requirements of the IBC.Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed,and the finished as-built condition of the structure and related systems. 7) Competent Construction Personnel: a. Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. 8) Temporary support and bracing: a. Provide adequate temporary support to all walls,roofs, beams,columns,and floors during construction. Design of same is not included, unless specifically shown. Contractor or owner should check all temporary- supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. b. Retaining Walls. Do not backfill against retaining walls until concrete has cured to at least 2,500 psi(okay to use high early strength admixtures or additional cement in the mix to achieve this purpose). For retaining walls that are to be connected to horizontal (floor or slab)diaphragms,do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall. 9) Conventional Wood Framing: a. General Construction: Pre-drill all nail holes where required to avoid splitting. Connect all wood memb s� per the attached sketches,callouts,and the IBC. b. Bolts: Unless otherwise specified,use washers on all bolts; tighten all bolts to a very tight snug wrench tight condition; use standard A307 bolts; use hooks on all embedded anchor bolts. Provide the following minimum edge distances between the centerline of bolt and all edges of bolted wood,and between centerline of multiple bolts: i. %Z inch diameter bolts.................2.5 inches ii. 5/8 inch diameter bolts...............3 inches iii. '/, inch diameter bolts.................3.75 inches iv. 7/8 inch diameter bolts...............4.3 inches v. Minimum distance between edge of bolt and any edge of steel plate(angles, gussets, flanges,webs, etc)shall be one inch. vi. Engineer shall specifically approve any bolted connection using less edge distance than shown above. c. Lag Bolts: All lag bolts greater in diameter than ''/4"shall have pilot holes Pre-drilled. Size of pilot hole in threaded portion shall be 70%of the unthreaded Shank diameter. d. Nails: All nails used and specified in drawings and sketches shall be common Nails unless shown otherwise. Common nails may be substituted with nails of the Same shank diameter and same length. e. Built-Up Beams. Built-up beams consisting of dimension lumber(typically 2X stock)are permitted in lieu of sawn solid beams only if the 2X's are oriented such that they are not stacked on top of each other with the sum of their weak axes resisting load, but are nailed together side-by-side, with the sum of their strong axes resisting load. Use 16d face nails at 6"OC staggered into all tributary members. No splices allowed. f. Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and/or soil. Pressure treating chemicals shall be inert,or otherwise non-reactive with metal connectors(including nails, bolts, Simpson or other framing connectors,etc.)or structural steel members. g. Blocking/Bridging. Provide full depth bridging or blocking at 8'OC max. in joist or rafters without continuous plywood diaphragm connection on the top. Provide solid blocking at all bearing points. Framed floors which support posts shall be solidly blocked within the floor to positively transfer posts loads through the floor to the supports beneath. h. Partition Walls. All non-shear wall partition walls on slabs shall be secured with 0.145"diameter power pins at 12"OC, unless otherwise shown. Shear wall partition walls on slabs shall be connected to the slab with the anchor bolting schedule shown above and herein. i. Provide double joists under all non-bearing partition walls. Partition walls which carry loads from above shall bear on joists or beams sized to carry said loads. j. Beam Supports(Trimmers). All Glulams or Parallam beams shall have(at a minimum)double trimmers or a 4X post at each bearing point unless otherwise shown. Sawn beams 6X 12 or less may use single trimmer at bearing points, larger size sawn beams to use double trimmer or 4X post. 10) Pre-fabricated Framing Connectors: a. Manufacturer: Simpson brand is specified,however any other nationally recognized brand(Silver,KC,etc.) may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. b. Installation: The contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements(locations, exposure,end and edge distances, fasteners, etc.). The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to. C. Default Connector Types. Unless otherwise shown,the following metal plate connectors shall be used. Post caps...................................PC series Post bases.................................PB series Beam hangers...........................Top flange type, HB, JB, PF, HUSTF, HUTF, or equal. Joist hangers.............................0 series. Truss and rafter holdowns.........H2.5 at each heel to double plate. 11) Footings, foundation, and Slab on grade: Geotechnical Report. Soils analysis and geotechnical engineering are not a specialty of Bradley Engineering, In �XT Bradley Engineering, Inc. depends on others for the provision of soils data, which includes but is not limited,t allowable bearingcapacity, li liquefaction of q potential, slope stability, active and passive lateral pressures, internal frict�� angle, and cohesion. Bradley Engineering strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all land based construction projects. Foundations, Footings on Soil: All footings to bear on undisturbed existing soil, unless otherwise shown in the plans or calculations. All organic and deleterious material beneath the footings, foundations and slabs to be removed and replaced with granular fill compacted to 95% relative compaction. Bottom of footings to be below locally prescribed frost zone, not less than 18". Replace all over-excavated areas with granular material compacted in 8" maximum lifts to 95%Relative Compaction(RC). All footings are proportioned and designed for 1,500 psf allowable soil bearing pressure, unless other information is supplied by the Owner or Owner's representative. Slabs on Grade: Sub grade below slabs shall be similar to the above, except that 92% relative compaction is acceptable. A layer of free draining material and a suitable vapor barrier (designed by others) are recommended for all interior slabs. Contraction Joints: Contraction joints shall be provided in all slabs at a maximum of 12 feet on center in each orthogonal direction. Contractor may use tooled joints or `zip strips'. Light gage metal keyed joints are not recommended in slabs subject to vehicular traffic. Slab reinforcement shall be continuous across all contraction joints. ExRansion (isolation) joints: Expansion (isolation) joints are required where new concrete slabs are poured against existing concrete or masonry, and where shown on the plans. Expansion joint material shall be asphalt impregnated fiber board or similar, '/2 inch thick. Construction cold ioints: Where used, the previously placed concrete surface shall be clean and free of laitance. Reinforcing shall be continuous across the joint. Cold joints in slabs should be full depth, vertical face, and form a straight tooled edge. Cold joints constructed in this manner may also function as contraction joints. Footine Drains: Footing drains,with washed drain rock extending to within one foot of top of finished grade, shall be provided at the base of all footings and retaining walls which will have earth placed against them. Footing drains shall be 4"perforated pipe routed down gradient to daylight,unless otherwise specified. Where footings and foundations are placed on compacted material, fill shall be well graded granular material with not more than five percent passing a number two hundred sieve. Fill shall be placed in eight inch maximum loose lifts and shall be compacted to ninety-five percent of the maximum density at optimum moisture content (modified proctor test). 12) Concrete and Reinforcing Steel: a. Concrete shall be 2,500 psi ultimate strength at 28 days. Concrete shall not have less than 5 sacks cement per cubic yard and not more than 4 inches of slump. Maximum size of aggregate shall not exceed 1 '/2 inches. b. Reinforcing steel larger than#4 bar shall be ASTM A615,grade 60. Reinforcing steel less than or equal to #4 bar shall be Grade 40. Reinforcement shall be fabricated and placed in accordance with"ACI Manual of standard practice". Right angle bars"L"shall be lapped with straight bars at footings and wall intersections. c. Minimum clear cover for reinforcing steel shall be: i. Bottom of footing 3" ii. Top of Footing 2" iii. Vertical face exposed to earth 1.5" 13) Wood Framing: a. Lumber shall be in accordance with"National Design Specification"of the National Forest Products Association. Unless otherwise noted species and grade f lumber p g o u ber shall be as follows: � Mud Sills Hem-Fir No.2 treated • Interior Framing,: Floor and Roof Joists D. Fir No.2 or better Wall Framing D. Fir No. 2 or better 4"x Headers and Beams D. Fir No. 2 or better 6"x Headers and Beam D. Fir No. 1 or better Exterior Framing,: 4"x Headers and Beams Hem-fir No.2 treated 6"x Headers and Beams Hem-fir No.1 treated All other framing not noted D. Fir No. 2 or better b. Plywood or OSB Shear Walls. All plywood on shear walls,unless specifically noted, shall have all edges blocked. All blocking to receive edge nailing. Any exterior wall not specifically shown as a shear wall shall be Type 2.1. All shear walls shall be positively connected to horizontal diaphragms at their tops and bottoms. Plywood, use A.P.A. trademark CDX plywood unless otherwise noted. Store and install in accordance with the recommendations of A.P.A. and UBC for shear resisting vertical and horizontal diaphragms. c. Plywood Roof. if roof diaphragm is not specified in Plans or Calculations, use 1/2" CD/OSB over non-blocked supports at 24"OC. Nail with 8d at 6"on edges,and 12" in field. Contractor to verify all span ratings. d. Floors. All wood floor diaphragms shall be glued and nailed. Use thickness as shown on the Plans. Contractor to verify all span ratings of plywood. Where otherwise not shown on Plans, nail floor diaphragm using 10 penny(screw type nails recommended)at 6"on edges, 12" in field, non-blocked,per UBC Case I pattern. 14) Anchor bolts: Anchor bolts shall be in accordance with ASTM A307 standards. Anchor bolts shall be ''/z" Diameter, 10" long,spaced at 4' O.C.unless otherwise noted. For new construction, anchor bolts shall be placed in thickened concrete slab or foundation walls at the time of placement of concrete. In no case shall fewer than 2 anchor bolts be used per panel. 15) Epoxy bolt connections: As an alternative to the SSTBxx hold-down anchor bolts required/specified use either 5/8"or 7/8"A-307 all-thread(threaded rod)anchor bolts with a minimum embed of 10"per the following specifications. Use Simpson epoxy-tie bolt system with SET high strength epoxy,with zinc plated,A307 `all-thread' bolts as shown in the sketches. Drilling of holes and installation shall be in strict accordance with manufacturer's recommendation. Concrete must be at least 7 days old. BRADLEY ENGINEERING, INC WIND: (Ref.ASCE 7-10) Risk Category.................Cat. II(IBC Chap ],Table 1.5-1) Cat. 1: Agricultural structures and structures that represent low risk to human life in event of failure. Cat. 11: Most small residential structures Cat. III: Buildings whos fa ilure could pose substantial risk to human life. Exposure Category.......... (IBC 26.7) 1.Exposure Category B: Urban&suburban areas closely surrounded by obstructions. (B:=0) 2. Exposure Category C: Open terrain and scattered obstructions.(C:=1) 3. Exposure Category D: Flat unobstructed areas or close to large body of water. (D:=2) Knowing: P,111,= A*KZt*I*P3() (ASCE 6-1) Kzt=Topographic factor as defined in Section 6.5.7 evaluated at mean roof height, KZt:=1. I = Importance factor of 1 as defined in Section 6.2,I:=I. Pali =Net design wind pressure for determined exposure and mean roof hight Fig.6-2. a=Adjustment factor for building height and exposure from Fig. 6-2. Inputs Exposure Category Wind Speed Roof Height E:=D Wind,p,,,,t:=110 mph Roof,,, 30 f t. ight'= Calculations Fig. 30.5-1 1 1.21 1.471 W:=II if Wind,p,,d=90 mph =2 R:=ii if R0 Qfhci.gh1<15 ft =3 1 1.29 1.55 II II 0 II II() 1 1.35 1.611 II else if Wiitd,,:,d<100 mph II else if Roofh,i,ht 520 ft 1 1.4 1.661 II 1 1 II ( 1 1.05 1.45 1.70 J II else if Wind.,p,,,d<110 mph II else if Roo ' <25 ft II2 II II ii rh.:i9ht 2 _ II else if Wind,p,,d<115 mph �i else if Roofheiyh1.<30 ft II 113 II 13 II else II else AR h' 2 II 114 �� 14 Shearwa#Zone Con vention Area = Cross—hatched region represents horizontal projected area for wind calculations for Zone X. D h h/2 O Direction Of �Ty Wind Lt Lz L3 Ax = HORIZONTAL PROJECTED AREAx = (WIDTH/2)(HEIGHT) P = WIND PRESSURE (P50 LATERAL RESISTING ELEMENTS (e.g. SHEARWALL LENGTHS) = Li+L2+L3 WIND FORCE ON WALL= (P)(Ax) SHEAR IN WALL (PLF)= [(P)(A•x)J/[Li+L2+L3] For conservative calculations,zone pressure A(end zone of wall)will he used as a measure fi or the entire vertical pmlecied area and mqf angle 10 degrees which represents the"worst case scenario"laterally. LATeRAL_ ANALY SIS —LkPPeP, FLOOR: Lateral Bracing for Front Elevation: Projected Area= 180 ft2 (tributary horizontal projected area) Wind force =V= 180*26.1 PSF =4,698 lbs V = 4,698/(2.9+2.9+3.6+3)= 378 lbs/ft Therefore, lateral resistance provided by conventional bracing not adequate to resist lateral loads. Therefore, specify SW4's and CS16's on subject panels. Lateral Bracing for Rear Elevation: Adequately braced by conventional sheathing(not necessarily"prescriptive") by inspection. No special shearwalls or hold-downs required. The lateral resistance provided by conventional sheathing is structurally adequate to resist the tributary lateral loads imposed on them without additional lateral resistance provided by shearwalls and hold-downs/strap-ties,etc. Lateral Bracing for Left Elevation: Adequately braced by conventional sheathing(not necessarily"prescriptive")by inspection. No special shearwalls or hold-downs required. The lateral resistance provided by conventional sheathing is structurally adequate to resist the tributary lateral loads imposed on them without additional lateral resistance provided by shearwalls and hold-downs/strap-ties, etc. Lateral Bracing for Right Elevation: Adequately braced by conventional sheathing(not necessarily"prescriptive")by inspection. No special shearwalls or hold-downs required. The lateral resistance provided by conventional sheathing is structurally adequate to resist the tributary lateral loads imposed on them without additional lateral resistance provided by shearwalls and hold-downs/strap-ties, etc. LATERAL ANALYSIS —MAIN FLOOR: Lateral Bracing for Front Elevation: Projected Area= 300 ft2 (tributary horizontal projected area) Wind force =V = 300*26.1 PSF =5,546 Lateral resistance provided by 24"APA portal frame per APA form no. TT-100 = 1,700 lbs. Lateral resistance provided by (2) 24"APA portal frames = 3,400 lbs Lateral resistance provided by SW4 = 650 plf(3) = 1,950 lbs Lateral resistance provided by conv. bracing = 300 plf(4) = 1,200 lbs Lateral resistance provided by above = 6,5501bs> 5,546 lbs -4 ok Therefore, specify LRP/APA's on garage door portals and SW4's with HDU2 hold- downs on selected panel. Lateral Bracing for Rear Elevation: Adequately braced by conventional sheathing(not necessarily"prescriptive")by inspection. No special shearwalls or hold-downs required. The lateral resistance provided by conventional sheathing is structurally adequate to resist the tributary lateral loads imposed on them without additional lateral resistance provided by shearwalls and hold-downs/strap-ties,etc. Lateral Bracing for Left Elevation: Adequately braced by conventional sheathing(not necessarily"prescriptive")by inspection. No special shearwalls or hold-downs required. The lateral resistance provided by conventional sheathing is structurally adequate to resist the tributary lateral loads imposed on them without additional lateral resistance provided by shearwalls and hold-downs/strap-ties,etc. Lateral Bracing for Right Elevation: Adequately braced by conventional sheathing(not necessarily"prescriptive") by inspection. No special shearwalls or hold-downs required. The lateral resistance provided by conventional sheathing is structurally adequate to resist the tributary lateral loads imposed on them without additional lateral resistance provided by shearwalls and hold-downs/strap-ties,etc. Bradley Engineering, Inc. 811 Yew St. Bellingham, WA 98229 C` nfs Ruc TiONCALC ProBil t nr xatra trnrmt� vs.0 Important Top and bottom must be laterally supported at supports and at 4-fl max.intervals.No wane in laminations nor curved Glulams.Dynamic loading not considered.Compliant wilh 2009-2003 IBC.All designs 4 ou be checked by a competent professional.All users shall comply with Slate Enginsenng Law.In)ury and/or death can result from improper use of this product. Job Name: Allyn Houses Load and Span Diagram(Not To Scale.Pitch,if any,not shown) Beam I.D.: porch roof beam 120 100 Other Irl B0 gbo Main Span, L= 33.50 ft 840 ..._......... ...... q20 Main Span Max.Allowed Live Defl: L/ ; 600 =o z7 in °0 0 ................................................... Main Span Max.Allowed Total Defl L/ 600 0.27 in .20 2 4 6 e 10 12 14 16 -40 Cantilever(Overhang)Exists? No W -&0 Pitch if Sloped. 0.0:12 60 Span(ft) Load Duration snow 1,15 .� Loads From Continuous Member? No V Add Self Wt.? FO. yes ONo For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No . GluLams Only: Not press treated w Dry . too deg F s less Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? Yes V Liv If Dead, sf Width,ft Load,pit Load,pit Load,plf. Roof Loads(not including snow) 15 psf 10 psf 3.00 ft - - 30.0 lb/ft Roof Snow(only) 25 psf 3.00 ft 75.0 IbM 75.0 lb/ft Floor 3 Loads Floor 2 Loads Floor Loads 40 sf 10 psf Wail Dead Load Other'psf load and trib.width Additional'plf Unit.Live Loads. Descnp:n,oprl :............ Additional'plf Unif.Dead Loads.' Desc p:n,.opn Roof pitch for LL Red'n Beam type for ILL Load Subtotals 75.0 lb/ft 75.0Ib/ft 30.0 Ib/ft Red'n Total Adjusted Uniform Loads wL= 75.0 lb/ft wo= 30.0 lb/ft 0.0:12 Inte-,Floor Be- . Combined Total Uniform Load wu= 105.0 Ib/ft 4x And Smaller(Lumber) 5x And Larger(Timbers) Lumber Material Douglas Fir Larch(North) . Timber Material Douglas Fir Larch(North) Lumber Grade No.t/No.2 . Timber Grade No.I � Acceptable Solutions Acceptable Solutions 2x14 1 (4)2x10 (2)2x10 3x12 List properties for what size lumber? (3)2 x 3- An asterisk'Fb=1467 Fv=207 Sit Wt=24.9 indicates a non- List properties Fcp=625 E=1600000 Slf Wt=2.82 acceptable sol'n for what size? s x 14 Fb=1479 Fv=196 Fcp=625 E=1600000 Final Member sawn wood Final Member Results Final Member: 4 x 10, Douglas Fir- Bending Overdesign: 89.3/ Material Library Choose FromMm.Size,That Calc • Larch (North), No. 1 / No. 2 ShearOverdesign: 560.6% Final SiZe: 4 x to w Deflection Overdesign 18.0% Min.Bearing Lengths := 1.50 In.(Left) = 1.50 in.(Right) Use Conditions Selected: Bearing/Buckling Overdsgn: N/A Vert Dlff(approx): 0.00 ft True Len(approx): Final member OK by: 18.0 Actual Member Size:3.50"x 9.25" 13.50 ft Controlling criteria is: Deflection Reactions Final Member Additional Information Location Live Case Bracing Read For Maximums R­Le Left R,-Right Max.Positive Moment:i2,577 ft-lb 6.75 ft Main Span Full Strength......................................................................................c................,.................................................................................-............................... Live Load 506 Ib 506 Ib Max.Negative Moment: 0 ft-lb 0.00 tt Main Span Lateral bracing ..................................................................................._................................_............................................................................. Dead Load: 257 Ib 257 Ib Max Design Shear. 676 lb 0.00 ft Main Span required only at - P.....................................I..... ....................................................................................................................... supports Total Load: 764 Ib 764 Ib Main Span Max.Downward: 0.152"/0.229" 6.75/6.75' Main/Main Live Case Causing Max N/A N/A Deflection(Live/Total); ...................................................._,._...................I............................................................................................................................... Main Span Max Upward 0.000"/0.0001, 0.00'/0.00, Main/Main Minimums R-Left Left R,-Right Deflection(Live/Total)! ......................................................................................I..................................................................................................................-............ . Live Load: 0 lb 0 lb Cant.Down.Defl.(Live/Tot): N/A N/A N/A W/O Mid-Bracing :..........................................................................................................................................................................-............. 0.6 or 1 0 Dead 154 Ib 154 Ib Cant... p.Defl:.(Live/Tot)::N/A N/A......._.. N/A Bending ..................._................._..... 9 Red'n: Net Reaction 122Ib 122 Ib Req'd El,Not Incl.Self Wt,:i2.906E+08 Actual El: 3.69E+08 0% Live Case Causing Min N/A N/A Approx,Self Weight: 8.11 pit Approx.Tot.Wt.: 110 Ib Allowed Moment: Min.Calc'd Bearing Lengths:i = 0.35 in(Left) = 0.35 in(Right) 4,879 ft-lb porch roof beam Bradley Engineering, Inc. 811 Yew St. , Belling ham WA 98229 >M]RUC r ION CALc ProBeam ''"`a''srfLa`SISIILtITiCL.IaII i v5.01 1 Important:Top and bottom must be laterally supported at supports and at a-tl max.intervals.No wane in laminations nor curved Glulems.Dynamic loading not consitlered.Compliant with 2009-2003 IBC.All designs should ( /1.., checked by a competent professional.All users shall comply with State Engineering Law.Injury and/or death can result from improper use of this product. t Job Name: Allyn Houses Beam LD.: large window header goo Load and Span Diagram(Not To scale pitch,if any,not snow„) Other Info.: 600500 aTD0 Main Span, L= 7.00 ft 400 .................................... boo Main Span Max.Allowed Live Defl:L/' 500 i=o n In 300 ..................... ............_............: Main Span Max.Allowed Total Defl:L/ 500 j=o.,T;n o Cantilever(Overhang)Exi g sts? No -100 1 2 3 4 5 6-200 Pitch if Sloped: L 0.0:12 300 Span(ft) Load Duration Live:1.00 Loads From Continuous Member? No V Add Self Wt.? FT- ID No For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No Glul-ams Only Nct press treated . Dry . 10 deg F s le5s Uniform Loads Over Full Length of Member Tributar y Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? res . =Osf ,ft Load,plf Load,pit. Load,plf. Roof Loads(not including snow) 0 ft 185.0Ib/ft Roof Snow(only) ft 462 5 Ib/ft 462.5 Ib/ft Fioor 3 Loads Floor 2 Loads Floor Loads Wall Dead Load Other'psf load and trib width Additional'plf Unif.Live Loads.: Desc p'n,0 H: Additional'plf Unif. Dead Loads Descnpn optT Roof pitch for LL Red'n Beam type for LL Load Subtotals 462.5 Ib/ft 462.5 lb/ft 185.0 lb/ft Red'n Total Adjusted Uniform Loads wL= 462.5 Ib/ft wD= 185.0 lb/ft 0.0.12 tnlerlor Floor Beam . Combined Total Uniform Load wU= 647.5 lb/ft 4x And Smaller(Lumber) 5x And Larger(Timbers) Lumber Material Douglas Fir-Larch(North) . Timber Material Douglas Fir Larch(North) Lumber Grade No 1/No 2 . Timber Grade No 1 Acceptable Solutions Acceptable Solutions (4)2x8 (2)2x12 3x14 6 x 8 List properties for what (3)2 x 10 4 x 10 - size lumber? (3)2.3. An asterisk indicates a non- List properties Slf Wt=24.9 Fb=1275 Fv=180 Fcp=625 E=1600000 Slf Wt=2.82 acceptable sol'n for what size? s x 19 Fb=1286 Fv=170 Fcp=625 E=1600000 Final Member sawn wood Final Member Results Material Library choose F,on,Min,saes That talc Final Member: 4 x 10, Douglas Fir- Bending overdesign 5.6% Larch (North), No. 1 /No. 2 Shear Overdesign: 117.1% Final Size: 4 x 10 Deflection Overdesign: 75.2% Min,Bearing Lengths := 1.50 In.(Left) = 1.50 In.(Right) Use Conditions Selected: Bearing/Buckling Overdsgn. N/A Vert DIR(approxy o.0o ft True Len(approx): Final member OK by: 5.6% Actual Member Size:3.50"x 9.25" 7.00 ft Controlling criteria is. Bending Reactions Final Member Additional Information Locatio Live Case Bracing Reg'd For Maximums R,-Lett R,-Right Max.Positive Moment:.4.016 ft-lb 3.50 ft Main Span Full tree th. .................................................I.........................!..............................-..................................................................................................Live Load 1,619 lb 1,619 lb Max.Negative Momenl: 0 f1-lb ...00 ft Main Span Lateral bracing ............................................_e 9.... ....................................................................................................................................................... Dead Load: 676 1b 676 Ib Max Design Shea.c 1,789 lb 0.00 ft Main Span required only at - ................P.....................o.................,... .....-.................................................................................................................... supports Total Load: 2,295 Ib 2,295 Ib Main S an Max.Downward: Live Case Causing Max N/A N/A Deflection(Live/Total): 0.0681,/0,0961, 3.50'/3,50' Main/Main ......................................................................................:.................................................................................................................................. Main Span Max. ward! 0 000"/0.0001, 0.00,/0.00' Main/Main Minimums R.-Lett R,-Right Deflection(Live!Total); .................._.................................._...._............................--.................................... . Live Load: 0 It, O lb Cant.Down.Defl. Live/Tot: N/A N/A W10 Mid-Bracing ( ) N/A......................................................................................................................_...........................................................................................0.6 or 1.0 Dead: 406 Ib 406 Ib Cant l Deft.(Live/.Tot);:N/A T N/A N/A Net Reaction 389 Ib 389 IbWt.: l.......................... ... ............Bending Red'n. Req'd El,Not Intl Self 2.082E+08 Actual El, 3.69E+08 D% Live Case Causing Min N/A N/A Approx.Self Weight:'8.11 plf Approx.Tot.Wt.: 57 lb Allowed Moment: Min.Calc'd Bearing Lengths: = 1.05 in(Left) = 1.05 in(Right) 4,242 ft-lb large window header Bradley Engineering, Inc. 811 Yew St. Bellingham, WA 98229 C�`Ns RUCTIONCALC ProBeaob � m o ant:Top and bottom must be laterally supported at supports and at 4-11 max intervals No wane in laminations nor curved Glulams Dynamic loading not considered Compliant with 2009 2003 IBC All designs shout checked by a competent professional,All users shall comply with State Engineering Law.Injury and I or death can result from improper use of this product. Job Name: Allyn Houses Load and Span Diagram(Not To Scale Pitch,if any,not shown) Beam I.D.: window header 700 600 Other Iri 500 boo Main Span, L=1 5.00 ft @,Do :....................................................... boo Main Span Max.Allowed Live Defl:L/':. 500 = o.tz in 900 Main Span Max.Allowed Total Defl:L/ 500 i=o tz in o ......................................................... 00 2 3 4 6 -t 1 Cantilever(Overhang)Exists? No V - 00 . Pitch if Sloped 0.0:12 -300 Span(ft) Load Duration Live 1.00 Loads From Continuous Member? No V Add Self Wt? F0. yes O No Press Treated? Wet Cord? Temp Cond. For Wood and P Sawn Member Repetitive Use? No . Glulams Only: r,ot pits,treated . pry . 100 deg F s less Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? Yes Live, psf Dead,psf Width,it Load,plf Load,plf. Load,pit. Roof Loads(not including snow) 15 psf 10 psf 18 50 ft - 185.0IbIft Roof Snow(only) 25 psf 18.50 ft 462.5 lb/ft 462.5 lb/ft Floor 3 Loads Floor 2 Loads Floor Loads 40 psf 10 psf Wall Dead Load Other'psf load and trib.width Additional'plf Unif. Live Loads.: Descngn,oprl Additional'plf Unif.Dead loads.: Descnp:n,opfl Roof pitch for ILL Red'n Beam type for LL Load Subtotals 462.5 lb/ft 462.5lb/ft 185.0 lb/ft Red'n Total Adjusted Uniform Loads wL= 462.5 lb/ft wo= 185.0 lb/ft 0.0:12 Interior Floor seen, Combined Total Uniform Load W u- 647.5 lb/ft 4x And Smaller(Lumber) 5x And Larger(Timbers) Lumber Material Douglas Fit Larch(Nonh) . Timber Material aou,la;F,r La,�n(noun) Lumber Grade No t/No z Timber Grade Nn t Acceptable Solutions Acceptable Solutions 2x12 (4)2x6 (2)2x8 3x10 List properties for what (3)2 x 6 4 x 8 size lumber? (3)1 x 3. An asterisk' Sit Wt=24 9 indicates a non- List properties Fb=1275 Fv=180 Fcp=625 E=1600000 Slf Wt=2.82 acceptable sol'n I for what size? s x'a Fb=1286 Fv=170 1I E=1600000 Final Member sawn wood Final Member Results Final Member: 4 x 8, Douglas Fir- Bending Overdesign: 38.2% Material Library Choose From Min s,re,ThatCaIC Larch (North), No. 1 /No. 2 Shear Overdesign: 145.6/ Final Size: 4.s Deflection Overdesign: 132.1 Min.Bearing Lengths := 1.50 fn.(Left) = 1.50 In.(Right) Use Conditions Selected: Bearing/Buckling Overdsgn N/A Vert Diff(approx): 0,00 ft True Len(approx): Final member OK by: 38.2 Actual Member Size: 3.50"x 7.25" 5.00 ft Controlling criteria is Bending Reactions Final Member Additional Information Location Live Case Bracing Req'd For Maximums R,-Left R,-Right Max.Positive MomenY. 2,043 ft-lb 2.50 ft Main Span Full Strength: ......................................................................_.............c.................................................................................................................................. - Live Load: 1,156lb 1,156lb Max.NegativeMomenI0ft-lb 0.00ft Main Span Lateral bracing ............................................. ...........9.....................1.....................................................................................................................P........... required only at Dead Load: 478 Ib 478 Ib Max Design Shear: 1,240 lb 0,00 tt Main Span supports ............................................................................................................................................................................................................... Total Load: 1,635 Ib 1,635 lb Main Span Max.Downward: 0.037"/0.052" 2.50'/2.50' Main/Main Live Case Causing Max N/A N/A Deflection(Live/Total): ......................................._...................._.............;........................._.............................................-.........................,.......__........._.. Main Span Max.Upward 0.000"/0.D00" 0.00'/0.00, Main/Main Minimums R.-Left R,-Right Deflection(Live/Total): ..............................._...................................................................................................................... Live Load: 0 Ib 0 lb Cant Down.DeB.(Live/T.oIiN/A N/A N/A W/O Mid-Bracing: :........................................................--..........._._.._._.._........................................................._.__........I......_........-... 0 6 or 1.0 Dead 287 Ib 287 Ib Cant. .Defl. Live/Tot: N/A N/A N!A - k..............(.....................)_F...................................._........................................._..............................................._Bending Red'n: Net Reaction 278 Ib 278 Ib Req'd El,Not Incl.Self Wt.: 7.588E+07 Actual El 1.78E+08 0% Live Case Causing Min N/A N/A Approx.Self Weight:?6.36 pit Approx.Tot.Wt.: 32 lb Allowed Moment. Min.Calc'd Bearing Lengths: = 0,75 in(Left) = 0.75 in(Right) 2,823 ft-lb window header Bradley Engineering,Inc.811 Yew St.Bellingham,WA 98229 C r Rucr1ONCALc Pro Beam rnrm=raza nv�trrarna; 5 pl }ppgypL b w,•e e,imrn mwt w.,,neperlW,gown n.r c W..a GIWm.s om 1--2"-2-IBC M aesnm,.xwid ea G .cx.a ey,cwnr.,n wa«,iwwl.Ap w«..nr.w,wry e..e.p,.wna L,w 0ro•mm w.a.q ea comdw. C d ny,0.ma r w ern on .aan Irnpape w a as lae4en. Job Name: Allyn Rouses Load and Span Diagram Beam I.D.: GARAGE DOOR HEADER t500 P 9ram raor To sca.enm.e.m.rot.row.�l Other Info.: 1000 Main Span,L: t8.110 ft lro Main Span Max.Allowed Live Den:L/ _ 080_ o sa a 0 s Main Span Max.Allowed Total Den L/ -,aq 2 4 6 6 10 12 14 13 16 Cantilever(Overhang)Exists? 5W Pitch if Sipped. 0.0:12 1 000 Pe .- Span(ft) Load Duration Loads From Continuous Member? v, se Add Self Wt.? w„ O+a For Wood end Press Treated? Wet Cond7 7emD Cold Sawn Member Repetitive Use? z, Glulams Only: fret pass o- Dn s, Uniform Loads Over Full Length of Member Tributary uniform Live Reduced Live Unaorm Dead glow L.•a Load Red'n7 Live of Daatl of Width,R Load,pit Load,oil Load,pit. Root Loads(not including Snow) 15 ped10 al 18.50 ft - - 1e5 0 ID/h Roof Snow(only), 25 tied 18.50 ft 462.51bm 462.5 Ibm Floor 3 Loads Floor 2 Loads Floor Loads 40 psf10 f 8.0D ft 240.0lb/ft 240.0 Wit 60.0 mm Wall Dead Load Other'psf load and tdb. Additional'plr Unit Live Loads. Daanp•n„apt'I; Additional'plr Unit Dead Loads._ p.wip'n_epn D� type for ILL Load Subtotals Root ich for LL Red'n Beam I 702 5 IDm 702 5 IDIrt 245.0 Ibm Red Total Adjusted Uniform Loads wL a 702 51bm W,= 2a5.0 IDlR 0.0 12 .:o.a.,.- Combined Total Uniform Load w„_ 947 s m7R Concentrated(Point)Loads Tdb.Length ive 03 I ea Width R. Live,Ibs Dead,Ibs Point Load A 40 psf 10 psf - - as Point Load B 25 psf 10 psf - xe Point Load C Deaorit', : xo r Point Load D DeaniPh�. Point Load E _�4_n_off Y,_ Point Load F Dea a n.pal: x,_ Point Load G _port act. xo Point Load H Deau+iph __ _ Lett Su n Partial Uniform Loads On Main Span Only Note:Location Measured From Live Load psi Deatl Load psi TrlDutary width Live Load oi Corl Load Slant Point R l Deatl Load off I ft End Point.fl Peltial Load A 40 sf 10 sl 2.00 ft e0 0 Ian 20.0 Wit 0 Ibm 4.00 ft 11.50 ft Padial LoeO B Partial Load C _ _ - Parlial Load D Partial Load E _Or,sop•n,eprl. Nate Start and Eno P-t,Measured Fmm Left 3,port Glued Laminated Member 2.0E Parallam PSL Glulam Grade za-va for;o• e 5-114" acceptable Solutions 4" 2.5"s 21" a-Irr.its- SIf Wt= 18 5 l i<f Map-his. Lis:gnu lam properties for e.15"x 15" for what site? 1"t;a'•I33:4'• V FD=2900 Fv=290 Fcp=750 E=2000000 what size glulam? 8.125"x 19.s' 8,75'.13 5" I- evel TJI 3'M-.is s•- s, s-x 1e.3- web Fb=2400 Fv-210 F.p=650 E=1e00000 Fbt=1850 Sell Wt=1Z 85 Stiffeners? - 1.9E Microliam LVL _ Lsl prop•nies tar what - (7) size LVL1 12)1a/4••a 1s- (211L'4-.ie-• Fb=26p0 Fv-285 Fcp=750 E=1900000 Sit W1=16.4 1.3E Timberstrand LSL An asterisk• 1,55E Timber5trand L Let prsperties for-at Indi-las.non- - (3)1414"x 1a- Z f e LSL? acceptable sorn I praDM�as or what si2e� - Sit W1=18 3 3112 .1 lA Fb=1900 Fv-150 Fcp=680 E=1300000 SIf Wt=7a 21;3:+' ., t Fb=2325 Fv-31() Fcp=600 E=155D0p0 Final Member ,.�.:;,e_- Final Member Results Final Member:5.125"x 16.5••,Glued Bending Overoesign 39.7% Material Library s' Laminated,24F-V4(DFlDF) ShearOverdesign:04.9% Final Size: ..-_ .:e r Deflection Overdesign:20.5% Mln as-9 Lena N.:-2.4a in.(Leh) .-2.44 in.(Right) Use Condition,Selected: Bearing/Buckling Overdsgn:WA Vert oin(.pp.ox): 0,D0 ft True Len(app,n.1: Final member OK by: 20.5% Achral Msmbr size:5.125"x 16.5" 16.00 ft Controlling criteria i5: Deflection Reactions Final Member Additional Information Location Live Caae Brac ng Reid For Mex mum, 5L:_Le R_-R,,m Max Posrtrve Moment 37,2e9 R-Ib 9.00 R Main Span Full Strength Ina load: 5,9291b 5,911 lb Max.Nagatrw_Mamanl0 R-1b 0.00 R Main 3 Lateral bracing .�_......._.._.____ ............_._.-.__..____....__.__..._..__._._. n Dead Load 2.208 le 1 1 equired onl ..._._._ _._.... y at 2.20 a Mex Dasi n SMar.6,903 1b _._.......................9._......__._�._._.__�.�_._.......4:�J�...__..•.._.._Main SPa.n.... sopp.ns Total Load 8.135 lb 3.112 lb Main span Max.Downward Tot Ll 0.323'/O.M2- a.00•/a.00, Main/Main Live Case Causing Mex WA WA .ONbcfron(Live I Tobl)� R, ont Main S n Max..........___...._._..._-..._....__.____,..__..._.__............_.._..._........._.............._ai._ W SIQfYBLd DeRactlon� 0.000'10.000- 0.00'/0.00' Main/Mein Minimum s R. -R (Liw/TM91 ..__._......._.__......._...............................__ .. _ ... Live Load 0 Ib 0 ItoCaM.QpyrL DeR.(LM/Tot):WA WA NIA 0.6 or 1.0 Dead 1.2 ID 1.7Z1 Ib CaM sfp-.DeR,(Llw/Tq'WA WA WA Net Reaction 1,222 _...... Band"Rdb lb 1.220 Ib ReR•d El.Not rod.Sea WI.'.12.807E-09 Actual El: 343E-D9 0% Live Case Causing Min NIA WA Approx.Self Weight:':21.07 psf Approx.Tot VA.-.3371D Allowed Moment Min.CalcV Bealng Len the i -2.44 in Lee =2.44 in Ri ht 46.509 R-ib GARAGE DOOR HEADER [Bradley Engineering,Inc. 811 Yew St. Bellingham,WA 98229 C-:nlsl RUCTiONCALIC ProBeam r.r rsrrrrrmr,{�,�; vs o, 1A ik�,7 lmporbint Top and bottom must be laterally supported at supports and at 4-ft max.intervals.No wane in laminations nor curved Glulams.Dynamic loading not considered.Compliant with 2009-2003 16C All designs should be checked by a competent processional.All users shah c^mply with State Engineering Law Injury and!or death can result from improper use of this protluct. Job Name: Allyn Houses !' Load and Spin Diagram(Not To Scale.Pitch,if any,not shown) Beam I.D.: GARAGE FLOOR BEAM 600 - �• Other Into.: 400 �00 Main Span,L= 19.00 ft .................................................... a o Main Span Max.Allowed Live Defl:L/ 400 =o 52 in 0 s to 15 20 Main Span Max.Allowed Total De fl:L/ 400 =0 57 in boo Cantilever(Overhang)Exists? Na 400 Pitch if Sloped: 0.0:12 -600 span(it) Load Duration Loads From Continuous Member? Np Add Self Wt.? Oyes QNo Press Treated? Wet Cond? p For Wood and Temp Cond. Sawn Member Repetitive Use? No 'e Glul-ams Only. Na txess treated a a•r ae 100 deg F R less Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? Yes . L'Ive,psf Dead, bsf Width,ft Load,pit Load,pit Load,pit. Roof Loads(not including snow) 15 sf 10 sf Roof Snow(only) 25 sf 0.00 ft Floor 3 Loads Floor 2 Loads Floor Loads 40 sf 10 sf 9.75 it 390.0 Wit 390.0 lb/ft 97.5 lb/ft Wall Dead Load Other'psf load and trib.width Additional'plf Unif.Live Loads. Descr pn opn Additional'plf Unif.Dead Loads.: Descnpn.opt ................ Roof pitch for LL Red'n Beam type for LL Load Subtotals 390.0 lb/ft 390.0 Ib/ft 97.5 lb/ft Red'n Total Adjusted Uniform Loads wL= 390.0 lb/ft wD= 9T5 lb/ft 0.0:12 nre^o Floe Rean, . Combined Total Uniform Load wu= 48T5lb/ft Glued Laminated Members 2.0E Parallam PSL Glulam Grade 24F.V4(DF/DF) - 5-1/4"z 16" Acceptable Solutions 2-11116"x 18" 7'x 14" E3.125" .5" 5.125"x 16.5" 3-1/2"x 18" Sit Wt= 18.5 List properties for List glu lam properties for 6.75"x 15" Fb=2900 Fv=290 Fcp=750 E=2000000 what size glulam? 8" 8.75"x 13.6" 1-Level.TJI3.125"x 19.5 • " Web - - Fb=2400 Fv=240 Fcp=650 E=1800000 Fbt=1850 Self Wt=12.85 Stiffeners? - 1.9E Microllam LVL No t List properties for what (3) size LVL? (2)1-3/4" x 18" (2:1 3i4 '1e`• Fb=2600 Fv=285 Fcp=750 E=1900000 Slf Wt=16.4 1.3E Timberstrand LSL An asterisk 1.55E Timberstrand LSL List properties for what indicates a non- (3)1-1/4" x 16" to List properties for acceptable size LSL? p ble sol'n. what size? (2)t•3l4" x 18" S 3a12"x 7-1/4-• V Fb=1900 Fv=150 Fcp=680 E=1300000 Sit Wt=7.4 (21;-3/4"„18' lf Wl= 19.3 Fb=2325 Fv=310 Fcp=600 E=1550000 Final Member n,,M laminated Final Member Results Final Member: 5.125"x 16.5",Glued Bending Overdesign: 102.7% Material Library Choose.From mm.sires That calc. V Laminated,24F-V4(DF/DF) Shear Overdesign:227.4% Final Size: 5,125 x i0 s . Deflection Overdesign:32.0% Min.Bearing Lengths:= 1.601n.(Left) .= 1.50 in.(Right) Use Conditions Selected: Bearing/Buckling OverdSgn: N/A Vert Diff(approx): 0.00 ft True Len(approx): Final member OK by: 32.0 Actual Member Size:5.125 x 16.5" 19.00 R Controlling criteria is: Deflection Reactions Final Member Additional Information tion Live Case Braano Reed For Maximums R - eft R,-Right Max.Positive Moment:i22,949 ft-lb 9.50 ft Main Span Full Strength ..............................................................................p...................................................................................................................... Live Load: 3,705 lb 3,705 to Max.Ne alive Moment:i0 ft-lb Lateral bracing ..........................................._9...............................:............... 0.00 ft Main Span g .. .................................................................._................................. Dead Load: 1.126 lb 1 6 Ib Max Desi n Shear: lb required only at ................................_P.......... 9 0.00 ri Main Span .ax........................... ....................................................................._................................. supports .............. Total Load: 4,631 lb 4,831 lb Main Span Max.Downward' Live Case Causing Max N/A N/A Deflection(Live/Total) 0.331"/0.432" 9.501/9.50, Main/Main ........................................................ ............. ....... .. ................................................................................................................... Main Span Max. ward Deflection: Minimums R_Le Left R,-Ridhl (Live/Total): 0.000"/0,000" 0.00'/0.00, Main/Main ................I........._........................................................................................................................................................I............... Live Load- 0 lb 0 lb Cant Down.Defl. Live/Tot.'N/A N/A _................._...._.................................................................................................. W/0 Mid-Bracing ( ) N/A 0.6 or 1.0 Dead 676 Ib 676 1b Cant .Defl. live I Tot:'N/A . . •••q:..:.. ..........._(...................)...... N/A N/A Bending Red'n: ..................................................... ........................................... Net Reaction 5561b 656 Ib Re d El,Not Incl.Self Wt.:i2.508E+09 Actual El: 3.45E+09 0% Live Case Causing Min N/A N/A Approx.Self Weight 21.07 pit A rox.Tot.Wt.: 400 lb PP Allowed Moment: Calc'd Bearing Lengths = 1_45 in(Left) = 1.45 in'Ra-t) 46,509 ft-Ib GARAGE FLOOR BEAM a f MASON COUNTY PERMIT NO. LD2.015 DEPARTMENT OF COMMUNITY DEVELOPMENT Co g W BUILDING•PLANNING•FIRE MARSHAL 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 PO Box 279.Shelton,WA 98584 (360)482-5269 Elma ext.352Ilk I ,j•C'�TT 1 y E� G BUILDING PERMIT APPLICATION OCT 0 5 2015 OWNER INFORMATION: CONTRACTOR INFORMATION:' W. CED R ST NAME: /I NAME: VA,� ;Vt lc MAILING DRESS: 33(o Q MAILING ADDRESS: CITY: STATE:_ZIP. CITY: STATE: VA ZIP:,9A5Z5 PHONE: CELL: _ PHONE: CELL: LLD P 9)Z EMAIL: EMAIL : t L&I REG# EXP. / ZQo-�/D^-_9l IS'j13 PARCEL NUMBER(12 DIGIT NUMBER) /�ZZb—� O/I> FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED): SITE ADDRESS CITY DIRECTIONS TO SITE ADDRESS IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF� STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES[] NO❑ " - TYPE OF JOB: NEW ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑ /� USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) e:;,�4 D� IS USE: PRIMARY 14 SEASONAL❑ NUMBER OF BEDROOMS ,3 NUMBER OF BATHROOMS DESCRIBE WORK A/ 7 � SQUARE FOOTAGE: 1ST FLOOR 7Q0 sq.ft. 2ND FLOOR J046U sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK_L_sq.ft. COVERED DECK 10.3 sq.ft.STORAGE sq.ft. OTHER sq.ft. GARAGE 3q3 sq.ft. ATTACHED❑ DETACHED❑ CARPORT sq.ft. ATTACHED ❑ DETACHED❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEA NGTH BEDROO ATHS SERI ER 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 period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION INACT ITY OF THIS PE IT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. krl i`ture of Applicant Date OWNER / REPRESENTATIVE /CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPAWIN1EN'1ALREVIEW APPROVED DATE DENIED DAIE 1AGS/NO1ES/COND17ION8 BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL MASON COUNTY PERMIT NO. > DEPARTMENT OF COMMUNITY DEVELOPMENT ©Q�/,fIII�JJII((,,�� BUILDING•PLANNING•FIRE MARSHAL 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 loci PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext.352 BUILD N PLUMBING & MECHANICAL PERMIT APPLICATION �vninw OWNER INFORMAT N: CONTRACTOR INFORMATION: 201 NAME: /)/ y /,�j �S�z'��-b# lr G� NAME: 42R 141. ,. MAILING A DRESS: 3-�z%A MAILING ADDRESS: CITY: STATE: ZIP: CITY: STATE: ZIP: PHONE: CELL: PHONE: CELL: EMAIL: EMAIL : L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): LEGAL DESCRIPTION(ABBREVLATED): SITE ADDRESS: CITY: DIRECTIONS TO SITE ADDRESS: TYPE OF JOB NEW ADD ALT REPAIR OTHER USE OF BUILDING LOCAT ON OF FIXTURES/UNITS— IST FLOOR 2N'FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UN yTS 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 Furnace / Bath Tubs Heatpump Showers Spot Vent Fan —� Water Heater 1 Propane Tank Clothes Washer Gas Outlets Kitchen Sinks �— Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood / Hosebibs Dryer Vent ! Other Other v �c.1Yy R�q►'1 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. 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. x Ic—� ignature of Applicant Date A G --j 0S Owner/Owners Representative/Contractor Print Name (indicate which one) DEPAR1 MEN IALREVIEW APPROVED DATE DENIED DAZE LAGS/NOl'EWCONDIlIONS BUILDING DEPARTMENT io L 7 IS PLANNING DEPARTMENT FIRE MARSHAL