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BLD2019-01036 SFR - BLD Application - 9/13/2019
MASON COUNTY COMMUNITY SERVICES Permit No:b 1d2D19 4D 0?)4 PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 &a�' D' RECEIVE D Phone Shelton:(360)0)427-9670 ext.352•Fax:(360)427-7798 Gil Belfair.�(360)275-4467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION SEP 13 2019 PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: 615 W. Akker Street NAME: Pioneer Builders, Inc. NAME: same MAILING ADDRESS:PO Box 1094 MAILING ADDRESS: CITY:Port OrcharcBTATE:WA ZIP: 9 UJ b b CITY: STATE: ZIP: PHONE#1:3 603403319 PHONE: CELL: PHONE#2: EMAIL: EMAIL:pioneerbuildersinc@yahoo.com L&I REG#PIONEI*222KE EXP. 6/ 8 / 19 PRIMARY CONTACT: OWNER N CONTRACTOR❑ OTHER❑ NAME same EMAIL MAILING ADDRESS CITY STATE ZIP PHONE CELL PARCEL INFORMATION: '�•'� n--t PARCEL NUMBER(12 Digit Number) y`� `�' 1' �_ d' 1 ZONING LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT SITE ADDRESS 31&•d 1 1-,>IC C CITY Allyn DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NOEd IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW® ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence.Garage,Commercial Bldg,Etc.) Residence IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS 4 NUMBER OF BATHROOMS 3 HEATED STRUCTURE? YES(whoieBidg)® YES(Parv(sI ojBldg)❑ NO❑ DESCRIBE WORK Construct new SFR SQUARE FOOTAGE:(propose+existing) 1ST FLOOR 1695 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT_977_sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE 568 sq.ft. Attached® Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER N / NEW® EXISTING❑ PLUMBING IN STRUCTURE? YES*] NO❑ Ifyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES® NO❑ EXISTING SQ.ET. EXISTING BEDROOMS PROPOSED BEDROOMS 4 TOTAL BEDROOMS 4 OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X 01- &- 19 Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT TZ_ 2-f- PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Permit No: PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •FIRE MARSHAL 615 W. Alder St-Shelton, WA 98584 Ift p www.co.mason.wa.us ��� Phone Shelton:(360)427-96 & 1A'1 A- :(360)427-7798 ��V ;-04 Phone Belfair.-(360)275-4467• Phone Elma:(360)482-5269 S' �D EP 13 ?0l9 PLUMBING & MECHANICAL PERMIT APPLICATIOtWo) W. ,va OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Pioneer ui ers, Inc. NAME: same MAILING ADDRESS: PO Box MAILING ADDRESS: CITY:Port OrchargrATE:WA ZIP: 983bb CITY: STATE: ZIP: I"PHONE: 3603403319 PHONE: CELL: 2nd PHONE: EMAIL : EMAIL:Pioneerbuildersinc@yahoo.com L&I REG#PIONEI*222KE EXP. 06/ / 2019 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): 12217-51-00027 Zoning: LEGAL DESCRIPTION(Abbreviated): SITE ADDRESS: 31 E. Olympic Court CITY: Allyn DIRECTIONS TO SITE ADDRESS: TYPE OF JOB: NEW x ADD ALT REPAIR OTHER USE OF BUILDING LOCATION OF FIXTURES/UNITS—I ST FLOOR X 2ND FLOOR BASEMENT X GARAGE X OTHER Extefior PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Ductless X Toilets 3 Type of Unit No.of Units Fees Bathroom Sink 4 Furnace Bath Tubs 1 Heat Pump 1 Showers 3 Spot Vent Fan —� Water Heater 1 Propane Tank 1 Clothes Washer 1 Gas Outlets —� Kitchen Sinks 1 Wood/Gas/Pellet Stove Dishwasher I Kitchen Exhaust Hood 1 Hose bibs 2 Dryer Vent Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. x Sidnature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT 47L 12_q—! PLANNING DEPARTMENT FIRE MARSHAL Rev: 1/27/2016 JBN MASON COUNTY TO BE KEPT IN THE DEPARTMENT OF COMMUNITY SERVICEPARCEL FILE BUILDING DIVISION SHELTON (360)427-9670 BELFAtR (360) 275-4467 Elma (360) 482-5269 FAX: (360)427-7798 WEB SITE: www.co.mason.wa.us 615 W ALDER STREET, SHELTON 98584 2015 International Energy Conservation Code, as amended by WAC 51-11 (IECC) Effective July 1, 2016. Ventilation code provisions are located in the 2015 International Residential Code (IRC), 2015 International Mechanical Code (IMC), & 2015 International Building Code A complete energy code application form will include information that clearly identifies compliance methods for heat sizing, thermal envelope, and whole-house ventilation. This form includes compliance instructions and information needed. Energy code compliance information, forms, worksheets, and educational information is also available on the Washington State University Extension Energy Program (WSU-EP) website. To access the website go to http://www.energy.wsu.edu/BuildingEfficiency/EnergvCode.aspx . The website includes a heat system sizing calculator. Submit a completed heat sizing calculator worksheet when the building permit is submitted. In addition to the heat sizing calculator the website has helpful compliance information and worksheets for prescriptive and component performance options along with a glazing schedule. INSTRUCTIONS: Complete the Mason County Energy Code application and submit with a heat sizing calculator available on the WSU-EP website, see item #4 below: 1 Identify the compliance method. The most common and simplest approach is the prescriptive method for energy code compliance. See prescriptive table R402.1.1 located in the instructions. The Performance Alternative approach referenced in IECC Section R405 may also be used for energy code compliance. For more information contact Mason County Building Department staff at (360) 427-9670 ext. 352 or WSU Energy Program at (360) 956-2042. Compliance must be shown on your construction drawing in addition to this application. 2 Identify the whole-house ventilation compliance method. A ventilation system must be installed in accordance with The International Residential Code, Section M1507. The most common ventilation methods include a whole-house ventilation system using exhaust fans (M1507.3.4) and a whole-house ventilation system integrated with a forced-air system (M1507.3.5). Other ventilation systems include whole-house ventilation system using a supply fan (Ml507.3.6) and whole-house ventilation system using a heat-recovery ventilation system (M1507.3.7). Ventilation openings are required in each habitable room in accordance with M1507.3.4.4. If you need additional information we recommend that you discuss with your heating and ventilation system professional. In addition Mason County staff will be happy to discuss the options if you are not sure which compliance option will work for you. 3 Identify the Additional Energy Efficiency Requirements listed in Table R406.2. The drawings included with the building permit application must show and identify which options have been selected and the point value of each option. Each one and two-family dwelling unit and townhouses are required to achieve the following minimum number of credits: a) Small dwelling units: less than 1500 sq. feet of heated or cooled floor area and less than 300 sq. ft fenestration area (skylights, doors, windows, etc). Additions to existing building that are greater than 500 sq. ft. of heated floor but less than 1500 sq ft of area. Requires 1.5 credits b) Medium dwelling units that are not included in (a) above {small dwelling}, OR (c) below {large dwelling} Requires 3.5 credits EXCEPTION. Dwelling units serving R-2 occupancies shall require. Requires 2.5 credits. I (R-2 occupancy is Residential occupancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature, including: Apartment houses, Boarding houses (non-transient) with more than 16 occupants, Congregate living facilities (non-transient) with more than 16 occupants, Convents, Dormitories, Fraternities and sororities, Hotels (non-transient), Live/work units, Monasteries, Motels (non-transient), Vacation timeshare properties.) c) Large dwelling unit is a dwelling unit that exceeds 5,000 sq. ft. of heated or cooled floor area. Requires 4.5 credits. d) Additions less than 500 sq feet. Requires .5 credits 4 Must provide a completed heating/cooling system size worksheet to verify compliance to IECC R403.7. The calculator/worksheet is available on the WSU-Energy Program website at: http://www.energy.wsu.edu/Documents/Heat Sizing code%20specs final 2015.xis. Staff may be able to assist with preparation of the worksheet. 5 Must meet the prescriptive option for all fenestration products. Products shall comply with the required U- factor listed in Table R402.1.3. Windows, doors, and glazed doors shall have a tested U-factor or .30 or less. When using the small dwelling option for energy credits (a) or Performance Alternative approach you must provide a fenestration schedule that identifies the square feet and U-factor of each item. Fenestration is defined in the IECC as skylights, roof windows, vertical windows, opaque doors, glazed- doors that include products with glass and non-glass glazing materials. 6 Identify on the construction drawings the location and fuel type of the heating system, water heater, location of exhaust fans (bathroom, laundry, kitchen, etc.) and R-factor of proposed insulation for walls, floors, ceilings, and concrete slab floors on the building plans. 7 Not less than 75% of all permanently installed lamps in lighting fixtures shall be high efficacy lamps. High efficacy lamps are defined in IECC Chapter 2 and are considered compact fluorescent lamps, T-8 or smaller diameter linear fluorescent lamps, or lamps with a minimum efficacy 60 lumens per watt for lamps over 40 watts, 50 lumens per watt for lamps over 15 watts to 40 watts, and 40 lumens per watt for lamps 15 watts or less. If you need assistance please contact Mason County Community Development at (360) 427-9670 ext. 352 or WSEC compliance information and code text is also available on the WSU-Energy Program website at: http://www.energy.wsu.edu/BuildingEfficiency/EnergvCode.aspx Prescriptive Requirements °,' for Mason County Climate Zone 4-C, Table R402.1.1 Fenestration Glazing U-factor Area % Vaulted Wall Wall Slab d on Option of Floor Vertical Skylight Ceiling Ceiling Above int c,n below grade Floor Grade (Includes doors, b Grade windows etc. R-10, 2 ft R-21 10/15/21 int+ Heated slabs tC Unlimited 30 .50 R 49 R-38 int kI TB R-30 require R10 full slab. n Log & solid timber wall with a min. avg. thickness of 3.5" are exempt from the above grade wall insulation requirements. All footnotes are available on WSU-Energy Program Website @ http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx 2 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/Ventilation Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) Owner:Pioneer Builders, Inc, Parcel#: Type of project. A04FR 12217-51-00027 Total Sq. Ft. 15: I Floor: 2"d floor: Heated Base of heated area:: 1695 977 ' Heating System Type: Electric wall heater O Electric Central Furna e O LP rr as e O Heat Pump with electric furnace O Heat pump with gas furnace ® DuctlSEIr""Ija Pump O Boiler, specify fuel type: O Other: �vCC�� {?"g Specify: 61 1l Prescriptive Option Table R402.1.1 (see table on previous page) Compliance Method ElComponent Performance, R402.1.3 — Calculation worksheets required Must Check one:: ❑ Other (Specify): Check one E2 Whole House Ventilation system ❑ Whole House Ventilation Ventilatio using exhaust fans&window or wall Integrated with a Forced Air ❑ Other, describe: fresh air vents(M1507.3.4). If using System (M1507.3.5) n System window vents be sure to order windows with vents. 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/iecc wsec.pdf Additional a) Description: Small dwelling units: less than 1,500 sq. feet of heated or cooled floor area and less than 300 sq. ft fenestration area (skylights, doors, windows, etc). Energy *Including additions to existing building that are greater than 500 sq. ft. of heated floor Efficiency Requirem but less than 1,500 sq ft of floor area. Requires 1.5 credits ents b) Medium dwelling units that are not included in (a) above {small dwelling), OR (c) below Energy {large dwelling} Requires 3.5 credits credits EXCEPTION: Dwelling units serving R-2 occupancies shall require. Requires 2.5 required: credits. See page two for description. 3 . 5 c) Large dwelling unit is a dwelling unit that exceeds 5,000 sq. ft. of heated or cooled floor area. Requires 4.5 credits d) Additions less than 500 sq feet. Requires .5 credits (Fenestration is defined in the IECC as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. Describe Energy Credit Option(s): Efficient bldg. envelope 0 . 5 Using Option High efficiency HVAC equipment 1 . 0 number(s): Efficient water heating 0 . 5 la, 3d (b) , 5a, 5c Efficient water heating (heat pump water heater) 1 .5 3 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 31 E. Olympic Ct., Allyn Bryan Uhler. 3603403319 pioneerbuildersinc@yahoo.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 checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb e n/a n/a Ceiling" 49' 0.026 Wood Frame Wall,m" 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 301 0.029 Below Grade Wall°m 10/15/21 int+TB 0.042 Slab R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 1212. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 0 0.5 1 b Efficient Building Envelope lb 1.0 ❑ 1 c Efficient Building Envelope 1 c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 1.0 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 1.5 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions 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. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. a Reserved. h Reserved. The second R-value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Reserved. M Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information Contact Inforrnati;ll 31 E. Olympic Ct. Bryan Uhler- 3603403319 pioneerbuildersinc@yahoo.com Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) 13 ° 1 20.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) I a0l &00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Bedroom Basement 0.30 1 4 10 5 ° 1 20.0 6.00 Great Room 0.30 4 4 ° 5 ° 80.0 24.00 Front Door 0.30 1 0 72 6 8 40.0 12.00 Master bedroom 0.30 1 6 ° 5 ° 30.0 9.00 Master bathroom 10.30 1 5 0 4 6 2Z51 6.75 Kitchen 0.30 1 4 10 4 16 1 18.0 5.40 Sliding Glass Door 0.29 1 72 95 47.5 13.78 Dining Room 0.30 1 6 ° 5 ° 30.0 9.00 Great Room 0.30 2 4 ° 6 ° 48.0 14.40 Bedrooms 2/3 10.30 2 5 ° 4 ° 40.01 12.00 Main Bath 0.30 1 12 ° 3 ° 6.0 1.80 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0-01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 F4� 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 1 382.01 114.13 Vertical Fenestration Area Weighted U = UA/Area 0.30 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 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 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 402.01 114.13 Simple Heating System Size: Washington State This heatinq system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Enemy 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. 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. Pro'ect Information Contact Information Heafina bmtern Type: o All O&w Systems t ii ®Heat Pump IISAJ To s ctions for each section,place your cursor on thiirr�jl ns'. G gn reture � Inst a Difference(4T) 41 cc Outdoor Design Temp Cj4QArea a 0I� C oned Floor Area 1ty�vInstructions Conditioned Floor Area(sq ft) - Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 26,720 Glazing and Doors U-Factor X Area UA Instructions 0.300 120.60 Skyliahts U-Factor X Area = UA Instructions 0.50 — Insulation Attic U-Factor X Area = UA Instructions RJ9 0.026 18.15 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R M--1 0.027 54.46 Above Grade Walls(a"Figure 11 U-Factor X Area UA Instructions R-21 W, - 0.056 161.28 Floors U-Factor X Area UA Instructions 0.029 2.90 Below Grade Walls(a«Figure n U-Factor X Area UA Instructions - R-n ma.w 0.042 20.16 Slab Below Grade(a"Figure 1) F-Factor X Len th UA Instructions R10k*i—"W 0.303 W& 36.36 Slab on Grade lase Figure 11 F-Factor X Lon th UA Instructions sRv�� 7-71 No selection — Location of Ducts Instructions Duct Leakage Coefficient ur,<onaioo.a Sn 1.10 Sum of UA 413.91 Envelope Heat Load 16,970 Btu/Hour Figure 1. Sum ofUAXAT Air Leakage Heat Load 11,832 Btu/Hour yolumeX 0.6xerX.01e Anove Grade Building Design Heat Load 28,802 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 31,682 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum or Building Heat Loss X 1 Maximum Heat Equipment Output 39,602 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Duct Heat Loss X 1.25 for Heat Pump (07104113) (2015 WSEC - Table 406.2) OPTION DESCRIPTION CREDIT(S) ]a EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical 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: Vertical 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%. lc EFFICIENT BUILDING ENVELOPE Ic: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical 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%. Ida EFFICIENT BUILDING ENVELOPE 1d: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U=0.24 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 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/cfm),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 maximum tested building air leakage and shall show the qualifying 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 M 1507.3 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. 5 OPTION DESCRIPTION CREDIT(S) ?c 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 ventilation system 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 Gas,propane or oil-fired furnace with minimum AFUE of 940/e,or Gas,propane or oiled-fired boiler with minimum AFUE of 92% 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 bHIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 9.0 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 equip ment efficiency. 3c' HIGH EFFICIENCY HVAC EQUIPMENT 3c: 1.5 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 the largest 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. This includes all equipment and distribution system components such as forced air ducts,hydronic piping,hydronic floor heating loop,convectors and radiators.All combustion equipment shall be direct vent or sealed combustion. For forced air ducts:A maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space.All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic.If flex ducts are used,they cannot contain splices.Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located outside the conditioned space must be insulated to a minimum of R-8. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80%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. 6 OPTION DESCRIPTION CREDIT(S) 5a EFFICIENT WATER HEATING 5a: 0.5 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 maximum flow rates for all showerheads,kitchen sink faucets,and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.0 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy,a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. 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. 5c EFFICIENT WATER HEATING 5c: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.91 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 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. 5d EFFICIENT WATER HEATING 5d: 0.5 A drain water heat recovery unit(s)shall be installed,which captures waste water heat from all the showers,and has a minimum efficiency of 40%if installed for equal flow or a minimum efficiency of 52%if installed for unequal flow.Such units shall be rated in accordance CSA B55.1 and be so labeled. To qualify to claim this credit,the building permit drawings shall include a plumbing diagram that specified the drain water beat recovery units and the plumbing layout needed to install it and labels or other documentation shall be provided that demonstrates that the unit complies with the standard. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation per each housing unit 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.Projects using this option may not use Option la,I or Ic. b.Projects may only include credit from one space heating option,3a,3b,3c or 3d.When a housing unit has two pieces of equipment(i.e.,two furnaces)both must meet the standard to receive the credit. c.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 L/min(1.0 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1. 2.Residential kitchen faucets:Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1. 3.Residential showerheads:Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1 7 Name Pioneer Builders, InMrcel# 12217-51-0027 BLD# Mason County RECEIVED Department of Community Developme> P !tJp;019 Small Parcel Stormwater Management Application/Works ee age 2 of 2) 011111111110 Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index,htm �IN Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". D Regulated activities shall be conducted only after Mason County Public Works approves a storm t plan Public(Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the ks document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) x The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850,Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project.Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT.352 Mail:P 0 Box 1666,Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X 4— / er gent/Contractor(circle one)Date: 401, Page 2 of 2 r D ' r � U3U -A Crn7 -n � � � D Z rn O rn (/) Z mi rTl O F (n r y p C ozz � o / �drn d Too i� rn� Lo D N =m O mz pp is (P c '0 0 m #rrn Om c* I -U O_ —a $ o m �, cn w fig FFRESPMMM SHALL CONFORM THE REOUREYENIS .STATE OR FEDERAL AGENCIES HAVING TOM �iZST:HERSTAD0VMl]AN.00W t3l ER M I LVERS ORTTON. THE DESIGNER THEE E ERAS NO }_' MJiY FOR THE PROPER IXECMONORK SHOWN ON THESE DAAWMM,S.ISIING CONINTK)NS AM1 DYENSIONS �IWW I I W DE5161OGj_O"�5 LAZED DMENSAklS/AKE PRESIDENCEED LEWITS. DIMENSIONS ARE TO LENGTHS. DINENSIONS ARE TO TFf FINISHED OLYMPIC COURT FACE OF STUDS UNLESS NOTED OTHERWISE. 3949E SE MILE HILL DR,PORT ORCHARD,WA 9836 ERRORS OR OMISSIONS IN THESE DRAWINGS ARE TD BE REPMTED PRKNt TD WORK. FAX -876-7419 E-MNL- 0� Terry A. Nettles, P.E. © Consulting Engineer structural engineering L :.� 6 RECE/VED SEP 13 2019 615 W, Alder Suet A RESIDENCE by PIONEER BUILDERS, INC. Plan 2K03C LATERAL FORCES ANALYSIS ENGINEERING CALCULATIONS REPORT 11801 GALyG 2012 International Building Code Site Address: Seismic Zone D2, Use Group I, Ss = 1.643g 31 E. Olympic Ct. 85 mph Wind, Exposure B Floor and Deck Live Load - 40 psf Ground Snow Load, 30psf Soil Bearing Pressures — 1500 psf (assumed) 7777 92nd Street NW Gig Harbor, WA 98332 Voice (253) 858-7777 Fax (253) 858-7777 ® _ ® ITerry A. Nettles, P.E. Project tbt'lE �70lL9C-1.y Sheet ) of 21 Consulting Engineer Job No. �9074 7777 92nd Street NW Gig Harbor,WA 98332 —T VOICE&FAX(253)858-7777 Subject RCS Date 7 12 I9' 43 12 >�I —�5 cp �T ,S L. W 1� l l P©\4 v I Terry A. Nettles, P.E. Project r 1 oche �jy���E�`> Sheet off_ Consulting Engineer ,; --------- -- - KOZYC Job No, 907�E 7777 92nd Street NW Gig Harbor,WA 98332 ✓ Q VOICE&FAX(253)858-7777 Subject I`,MA t G GZ �( TI Date -7 T2 1 / 0 inn is.1 WA re,Base ,t trte neA Ar-'e-.L.aroS ov c xalajn,YhtBae Ptea-,'6: tactla x1n te'COacK CNTC Hazards by Location a Map I ib 31 L Ulyrnplc Ul Allyn WA 98524 USA Se�sn�c � rtl,wya^we Basic Parameters Srattlr Zsx It Name Vaal• D"cripnon Otrmµc ♦ + �' Nalwal rZ est SE. 1 643 LICER ground mot on i period=0 2s) St 0 58r, t.ICEn ground mil on,pecod-*Osl rJ Sys 1 643 Sap modifier;spectral acceleration value 0 "tJI 'null sne-modawa spectral acceleration value Sr,* t 09!, tlumew s&snlr design value at o 2s SA hit Ra""r Nat':N,al NJ:. St.1 'null llumeqc s wva des,un value at t Os SA + • Additional Information Google Pioneer Residence 2KO3C Lateral Forces Analysis Exposure B Lateral Forces Analysis in accordance with the IBC 2015,chapter 16 This lateral forces analysis is being performed for a site with 30 psf ground snow loads, 85 mph wind speeds (Kzt= 1.15),with an Exposure B terrain condition. Seismic analysis shall use a site class D soil with site coefficient F,for a site spectral response of S,= 1.643 (site specific per ATC) , Seismic Category Use Group I, Importance factor 1.0 Wind Alternate All Heights Method per IBC Section 1609.6.3, Exposure B,85 mph (ASD) wind Pnet =qs K, Cr., ]/k,,] q, = 18.5 psf K,25 = 0.70 C„et = 0.73 used for all (roofs and walls) k,, = 1.25 /= 1.0 for In < 30' P e, = 11.9 psf use 16psf/1.3= 12.3 psf minimum on walls P ne, = use 8 psf minimum on sloping roof F f/b, = 54'((6)8psf+(4')12.3psf] = 5249 lb F s/s, = 34' (8')12.3psf = 3346 lb F f/bo= 54'(9')12.3psf+ Ff/b 1 = 11227 lb F s/so= 20'(9')12.3psf+0.65(Fs/sl) = 4389 lb GRAVITY LOADS DL (psf) LL (psf) TOTAL (psf) roof(composition) 15 25 40 psf floors (living) 12 40 52 psf exterior decks framed 10 60 70 psf walls (9-ft height) 10 ---- 90 pif SEISMIC FORCES This building is 3-stories or less of plywood shearwall bracing The seismic base shear V= CsW where C,= ISDS/R/le)] W and from ASCE 7 Table 12.2-1,Section A 15, Light wood Frame, R=6.5 D2, S,= 1.643 SDS = 1.095 R = 6.5 for plywood sheathed framed walls For working stress analysis, use 0.7E for seismic W = dead load weight of building so Veq = f(1.095)/6.5] W(.7) = 0.118 W for framed wall portions Pioneer Residence 2KO3C Lateral Forces Analysis Exposure B where W is the gross weight of the part of the structure above the base of the shear resisting element. Therefore the floor weight does not add to the wall shears of the floor being calculated but only to the mass contributing to shears of the next story's bracing walls below it when it is calculated. Dead Load+ Live Load (floors) +Seismic (snow is not included when<30psf) the net areas that can be loaded. Calculate the maximum gross weight of the building using the sum of the net areas that can be loaded. A roof Wr 2016 17 psf = 34272 lb A floor 1 Wf, 1695 12 psf = 20340 lb A floor 0 Wfo 977 slab on grade 0 lb L walls 1 Ww, 301 80 plf = 24080 lb L walls 0 Ww0 221 80 plf = 17680 lb Veq, = 0.118(Wr+Ww,) = 6886 lb Veqo = 0.l 18(Wf, +Wwo) +Veq, = 11372 lb SUMMARY OF CONTROLLING SHEARS FLOOR 1 Maximum F f/b, = 6886 Seismic controls Maximum F s/so = 6886 Seismic controls FLOOR 0 Maximum F f/b, = 11372 Seismic controls Maximum F s/so = 11372 Seismic controls For Maximum Base Shears Veq = 0.118(Wfo) + Veq, = 11372 lb Vwind = 54'(5')l 2.3psf+ Ff/b0 = 15341 lb CONTROLS Anchor Bolt Requirements (Cumulative) Total foundation base length = 187 ft By using the allowable compressive stress of the bolt face against the wood with 4/3 stress increase for short term loads,and assuming a Hem-fir species material with Fc=500 psi,the 4/3(500) = 667 psi,then for /2'dia.bolts in 02' mudsills,gives a 500lb/bolt capacity, and for '/8'dia.bolts in 11/2" mudsills,gives a 625 lb/bolt capacity Vbase = 15341 lb, so minimum number of bolts req'd=V/500= 31 or= V/625= 25 187/31 = 6 ft o.c. for '/2'bolts 187/25= 8 ft o.c.for 5/8.bolts Use minimum '/2'm anchor bolts @ V o.c.with Wx 3"x'/4"plate washers (See Shear wall schedule for local wall conditions requiring closer spacing.) v ITerry A. Nettles, P.E. Project �IDt1� Sheet of '21 _ Consulting Engineer -------------- C7 - 2Kp .� Job No. 229.021 7777 92nd Street NW Gig Harbor,WA 98332 VOICE &FAX(253)858-7777 Subject Date Z ��pp pp���� LIDLPN � � L KIT • _1�\ `LiPtSTOv �JO�-- I,• I mbtl A�t V CF` lo �OVIN it did � 29� 25` E I t ML. adrosrw .II I. ! •• I; I w)I ask as•►re I� ms•mm rn ' aeae�' - :� fi'LGtwlLOL! �-...—V I ati Lr eawr no rTm a. w dm Tvm w ki p- -- A_' ' q AIL7►w�ta__ra'J_._�l4ARll�lw� _T ROOM ! __ i -_ IIDl9 T.Ab.W'OG ! �r , rvreMaw , , �+,�aLxraNcw ! 1 r i plt�flwu rl • L~l+rwiuM7YliFeyi'�' p1�nNiweu�_ ._ ,_ II �AN v P.I Terry A. Nettles, E. Project fl6t.4 F2U(I.De'R5 Sheet of�_ Consulting Engineer '590-7+ ------------ - r,�OyiC Job No. 7777 92nd Street NW Gig Harbor,WA 98332 VOICE&FAX(253)858-7777 Subject EO t<-CE"/ Date V1 ti �t k ®r- r I-72S , = 7,,4.4 klyl �jf�A�lrYa W�kt,�r. `72% LN _ = 5g %� I JJ per q I P 2'�i o t3► nay is no, t.c"` } Z; + /1 I /2 uit( 2� 2��TGl�`� w 5� @ r 1725A = --7'1 nl --s �GII 1 J� irr ZI111 � 21it � /O1 1oc VRP,G(K1G UJAI,L5 Z1P o 2 �ir X0,1 Arr Q q ff r, Zj¢'fGJ I a n "- 17Y 1 21/Zrrx 0-0 1 (1ac15 e a�. -4(4 r l L bA, � F, II i II U Huber ?(P a 2�Z J.131 2X e►' �v S + /r' ll Cp GP /vI Te Y I CY '13�� I ®®\4 v I Terry A. Nettles, P.E. Project t'(Q N�-V �jlJ(t,D�S Sheet � of f_ Consulting Engineer--------- ---- � Ko3C Job No. ?�510-79" 7777 92nd Street NW Gig Harbor.WA 98332 VOICE &FAX(253)858-7777 Subject Date 2 Aq 11�572 ��,rIyvuc� 0 -77 QJO P 19& �►� V � yNG R i c7 I ft2 -2,1)F 2¢`�o.c. �T�6�e fZB�.ti,i(5} L�= ��-�' ✓ .xwaR �P.2 eas ast aarw �� i _ _ -. , ; FORTE CM MEMBER REPORT PASSED Roof, Ridge RBI 1 piece(s)5 1/2"x 15" 24F-V4 DF Glulam ( r All.locations are measured from the outside face of left support(or left cantilever end).All ditnensions are horizontal. Design Results Actual @ Location Allowed Rome i LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 7563 @ 3" 16088(4.50') Passed(47%) -- 1.0 D+ 1.0 5(All Spans) Member Type:Drop Beam Shear(Ibs) 6491 @ 1'7 1/2" 16761 Passed(39%) 1.35 1.0 D+ 1.0 5(All Spans) Building Use:ResidentialBuilding Code:IBC 2015 Pos Moment(RAIDS) 41460 @ 11'S 1/2" 45765 Passed(91%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load DeFl.(in) 0.816 @ 11'5 1/2" 1.121 Passed(L/330) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load DeFl.(in) 1.347 @ 11'5 1/2" 1 1.494 1 Passed(L/200) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(U240)and TL(U180). Top Edge Bracing(Lu):Top compression edge must be braced at 23'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 23'o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 0.96 that was calculated using length L=22'5". • The effects of positive or negative camber have not been accounted for when calculating deflection. ••The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NOS. Bearing Length Loads to Supports(Its) ISupports Total Available Required Dead Snow Total Accessories 1-Column Cap-steel 4.50" 4.50" 2.12" 2980 4583 7563 Blocking 2-Stud wall DF 5.50" 5.50" 2.22" 3001 4617 7618 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0 Self Weight(PLF) 0 to 23' N/A 20.0 1-Uniform(PSF) 0 to 23'(Front) 16' 15.0 25.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any otter warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,buikler or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by fvrteWEB Software Operator A0 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB software operator Sob Notes 7/11/2019 4:04:41 PM UTC Terry A Nettles tanettles,p.e.,s.e. ForteWEB Q.1, Engine:V7.3.2.309, Data:V7.2.0.2 (253)22S-8015 terryneltles�u+engineer.com File Name: Pioneer CHD 2KO3C Page 1/ 1 :I FORTE CM MEMBER REPORT PASSED Roof, Ridge RB7 py/ 1 piece(s)5 1/2" x 15" 24F-V4 OF Glulam !. • rr [I-] i AII•locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 10908 @ 14' 12031(3.50") Passed(91%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 4646 @ 12'7 1/4" 16761 Passed(28%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015 Pos Moment(Ft-Ibs) 9800 @ 5'9 3/8" 47438 Passed(21%) 1.15 1.0 D+ 1.0 S(Alt Spans) Design Methodology:ASD Neg Moment(Ft-lbs) -14446 @ 14' 36566 Passed(40%) 1.15 1.0 D+ 1.0 S(All Spans) Member Pitch:0/12 Live Load Defl.(in) 0.064 @ 6'6 1/2" 0.683 Passed(L/999+) -- 1.0 D+ 1.0 S(Alt Spans) Total Load Defl.(in) 0.097 @ 6'5 1/8" 0.911 Passed(L/999+) 1.0 D+ 1.0 S(Alt Spans) • Deflection criteria:LL(L/240)and TL(L/180). • Top Edge Bracing(Lu):Top compression edge must be braced at 27'o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 27'o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L= 10'10 13/16". ••Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=6'7 5/8". • The effects of positive or negative camber have not been accounted for•.vhen calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories I Stud wall-DF 5.50" S.50" 1.50" 1447 2370 3817 Blocking 2-Stud wall-DF 3.50" 3.50" 3.17" 4298 6611 10909 Blocking 3-Column Cap-steel 4.50" 4.50" 1.50" 1276 2153 3429 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) comments 0 Self Weight(PLF) 0 to 2T N/A 20.0 -- I-Uniform(PSF) 0 to 27'(Front) 16' 15.0 25.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having junsdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are rot designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaetjsff.com/woodprodLiCts/docurr�--nt-lit)rary, The product application,input design loads,dimensions and wpport information have been provided by ForteWEB Software Operator Al 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB Software Operator Sob Notes 7/10/2019 9:41:15 PM UTC Terry A Nettles tanettles,p.e.,s.e. ForteWEB Q.1, Engine: V7.3.2.309, Data: V7.2.0.2 (253)225 8015 terrynemesCoengineer.com File Name: Pioneer CHD 2KO3C Page 1/ 1 FORTE MI PASSED Roof, Ridge R83 ) 1 1 piece(s)2 x 12 Douglas Fir-Larch No. 2 T ii rr l� [�] �71 AII•locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 2346 @ 10'10 1/4" 3281(3.50") Passed(71%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Bulking Use:ResidentialShear(Ibs) 1081 @ 9'9 1/4" 2329 Passed(46%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 2534 @ 5'11 1/2" 2729 Passed(93%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.107 @ 5'7 3/4" 0.534 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Total Load Deft.(in) 0.177 @ 5'7 3/16" 1 0.712 1 Passed(L/726) 1.0 D+ 1.0 S(Alt Spans) • Deflection criteria:LL(L/240)and TL(V 180). •Overhang deflection criteria:LL(2L/240)and TL(2U180). Top Edge Bracing(Lu):Top compression edge must be braced at 3'7"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'o/c unless detailed otherwise. Applicable Calculations are based on NDS. Bearing Length Loads to supports(Ibs) Supports Total Available Required Dead snow Total Accessories 1-Stud wall-DF 3.50' 3.50• 1.50" 302 394 696 Blocking 2-Column-OF 3.50" 3.50• 2.50• 924 1422 2346 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(side) Tributary Width (0.90) (1.15) Conwinents 0-Self Weight(PLF) 0 to 13' N/A 4.3 •- 1 Tapered(PLF) 0 to 13'(Front) N/A 15.0 to 165.0 0.0 to 275.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this Calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1367 and/or tested in accordance with applicable ASfM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to wow.weyerhaeuser.com/woDdproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator A0 Sl1STAINABLF FORESTRY INITIATIVE Weyerhaeuser ForteWES Software Operator Job Notes 7/10/2019 10:30:46 PM UTC Jerry A Nettles itanettles,p.e.,s.e. ForteWEB v2.1, Engine: V7.3.2.309, Data:V7.2.0.2 (253)225-8015 ±terrynettles@engineer.com File Name: Pioneer CHD 2K03C Page 1/ 1 '1111111TORTECM MEMBER REPORT PASSED Roof, Beam RB4 1 piece(s)3 1/2"x 10 1/2" 24F-V4 DF Glulam 21 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) System:Roof Member Reaction(Ibs) 7515 @ 15' 7656(3.50") Passed(98%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 4615 @ 13'11 3/4" 7466 Passed(62rro) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResidentialBuilding Code:IBC 2015 Pos Moment(Ft-Ibs) 7649 0 7'1 13/16" 14792 Passed(52%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Neg Moment(Ft-Ibs) -9866 0 15' 11402 Passed(87%) 1.15 1.0 D+ 1.0 S(All Spans) Member Pitch:0112 Live Load Defl.(in) 0.2810 7'4 13/16" 0.733 Passed(V626) 1.0 D+ 1.0 S(Alt Spans) Total Load Defl.(in) 0.455 @ 7'4 9/16" 0.978 Passed(L/387) 1.0 D+ 1.0 S(Alt Spans) •Deflection criteria:LL(L/240)and TL(L/180). • Top Edge Bracing(Lu):Top compression edge must be braced at 23'10"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 23'10"o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12'7 1/8". •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=9'13/16". •The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories I-Stud wall-DF S.50' 4.25" 1.50" 912 1439 2351 1 1/4 Rim Board 2-Stud wall-OF 3.50 3.50" 3.44" 2950 4565 7515 None 3-Stud wall-DF 5.50" 4.25" 1.50" 154 547/-174 701/ 1 1/4"Rim Board 174 •Rim Board is assumed to carry all loads applied directly above it,bypassing the member bang designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.1s) Comments 0-Self Weight(PLF) 1 1/4"to 23'10 3/4" N/A 8.9 1-Uniform(PLF) 0 to 24'(Front) N/A 120.0 200.0 Default Load 2-Point(Ib) 12'(Front) Ni A 924 1422 Ridge RB3 pant load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by]CC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASFM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.corn/woodproducts/document-litxary. The product application,input design bads,dimension and support information have been provided by ForteWEB Software Operator A4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB Software Operator Job Notes 7/10/2019 10:39:25 PM 11TC Terry A Nettles Itanettles,p.e.,s.e. ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 I(253)225-8015 terrynettle50englneer.corn File Name: Pioneer CHD 2K03C Page 1 / i I Q� Terry A. Nettles, P.E. Project Sheet I2 of 21 _ ( Consulting Engineer Job No. 0 74 7777 92nd Street NW Gig Harbor,WA 98332 VOICE &FAX(253)858-7777 Subject Date A- gGe • CCzt't%�-�zs ��Lo`�5 PJI�tt+ TU Pl�t� aN WNu.� [ IL MAIN FAR- tL�Mtt�C-� ?A6 40 Psi GG -off. ,, AAA4l-4 o FIZ AAIt c, 12/ J ' O,C. I � IN El f 1+ I __, j � e.+e�coKr rns �•�cnclsua:. ��.re*rya x ` �., � alr.ml+..w �ru .• i � • � Y I I ` MR AT ROOM :, wr rorr ai- c 0 OCAM r �1 ` as 11"TJr.1• ____-___T _ _ -.---____- R(. � 1 t 1 � I 1--J eon L L r 00 937 )16,6; C2• II ®®4 v I Terry A. Nettles, P.E. Project r I�'N R PP)l)I 1.f7�'� Sheet 1L of 2 j Consulting Engineer -------------- Job No. 3907-4 7777 92nd Street NW Gig Harbor.WA 98332 VOICE&FAX(253)858-7777 Subject Date l Z Z19— � 4 •,7 y ! 1 \{r I �05 / � = L{1,.3 �- i lb Z u st -�31K1�L= (Zrlf�� (61 J1°gay LL----T e&V 4-.9 L(�)50 -37s� O15,U 0i— CA i 2 ?4r��- � - )Wr4- 1 10(1 4-(lzr�4ofsJ _ i5e9b0 C' � f 240V 1 z ice FORTE CM MEMBER REPORT PASSED Floor, F85/6 y� 1 piece(s)5 1/2" x 15" 24F-V4 DF Glulam � 1 0,*rail - -.q-h:28'6' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual @b Location Allowed Result LDF Load:Combination(Pattern) System 1 Floor Member Reaction(Ibs) 18143 @ 10'6" 32175(9.00") Passed(56%) 1.0 D+ 1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 8824 @ 12'1 1/2" 14575 Passed(61%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:ResidentialBuilding Code:IBC 2015 Pos Moment(Ft-Ibs) 28330 @ 20' 412SO Passed(69%) 1.00 1.0 D+ 1.0 L(Alt Spans) Design Methodology:ASD Neg Moment(Ft-Ibs) -30158 @ 10'6" 31797 Passed(95%) 1.00 1.0 D+ 1.0 L(All Spans) Live Load Den.(in) 0.254 @ 19'10 3/8" 1 0.442 Passed(L/836) 1.0 D+0.75 L+0.75 S(Alt Spans) Total Load Defl.(In) 0,472 @ 19'11 1/8" 0.883 Passed(L/450) 1.0 D+0.75 L+0.75 S(Alt Spans) • Deflection criteria:LL(L/480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 28'4"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 28'4"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=14'6 7/16". •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=8'8 7/16". • -242 Ibs uplift at support located at 4".Strapping or other restraint may be required. • The effects of positive or negative camber have not been accounted for when calculating deflection. - The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Total Accessories I-Stud wall DF 5.50" 4.25" 1.50" 948 2774/1190 427 3722/ 1 1/4"Rim Board 1617 2-Column Cap-steel 9.00" 9.00" 5.07" 9471 %72 1873 20016 None 3-Stud wall DF S.So" 4.25" 1.81" 2744 3550/-124 691 6984/ 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (I.00) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 28'4 3/4" N/A 20.0 - - I-Uniform(PLF) 0 to 10'6"(Front) N/A 371.0 500.0 floor load 2-Point(lb) 6'(Front) N/A 605 800 F62 point load 3-Uniform(PLF) 10'6"to 28'6"(Front) N/A 220.0 400.0 floor load 4 Point(lb) 16'(Front) N/A 1385 538 936 beam F94 pant load 5-Point(lb) 20'(Front) N/A 1750 800 1200 FB3 point load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICGES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeu5er.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software operator Job Notes 7/11/2019 2:50:36 AM UTC Terry A Nettles tanettles,p.e.,s.e. ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 (253)225-8015 terrynettlesCaengineec.com File Name: Pioneer CHD 2KO3C Page 1 /2 : FORTE MEMBER REPORT PASSED Floor, 1 piece(s)5 1/2"x 15" 24F-V4 DF Glulam .c-ra -erig:h. 1. Ott`' 121 n AII,locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System.Floor Member Reaction(Ibs) 8230 @ 3 1/2" 13406(3.75") Passed(61%) 1.0 D+ 1.0 L(All Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 7230 @ 1'8" 14575 Passed(50%) 1,00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2015 Pos Moment(Ft-lbs) 398S4 @ 9'6" 40822 Passed(98%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:A51) Live Load Den.(in) 0.381 @ 8' 10 3/4" 0.434 Passed(L/547) 1.0 D+0.75 L+0.75 5(All Spans) Total Load DeFl.(in) 0.750 @ 8'10 9/16" 1 0.869 Passed(L/278) 1 1.0 D+0.75 L+0.75 5(All Spans) • Deflection criteria:ll(L/480)and TL(L/240). • Top Edge Bracing(Lu):Top compression edge must be braced at 17'10"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 17'10"o/c unless detailed otherwise. • Critical positive moment adjusted by a volume factor of 0.99 that was calculated using length L=17'4 1/2". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 Column Cap-steel 5.00" 3.75' 2.39' 3946 4349 1208 9503 1 1/4"Rim Board 2 Stud wall DF 5.50" 4.25" 2.22" 3506 4199 908 8613 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (I.DO) (I.Is) Comments 0-Self Weight(PLF) 1 1/4"to 17'10 3/4" N/A 20.0 -- -- 1-Uniform(PLF) 0 to 18'(Front) N/A 220.0 400.0 Default Load 2-Point(Ib) 5'6"(Front) N/A 1385 538 926 FB4 point load 3-Point(lb) 9'6"(Front) N/A 1750 810 1190 1 F83 point load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,!wilder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.cotn/woodprodocts/docunient-lit)rary. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator Al l SUSTAINABLE FORESTRY INITIATIVE Weyerh.Icuscr ForteWEB Software Operator lob Notes 7/11/2019 1:48:02 AM UTC Terry A Nettles tanettles,p.e.,s.e. ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 �(2S3)225-8015 File Name: Pioneer CHD 2KO3C terrynettlesCdeng ineer.com Page 1 / 1 : FORTE CM MEMBER REPORT PASSED Floor, F64 ✓I 1 piece(s)3 1/2"x 10 1/2" 24F-V4 OF Glulam 2� -':EfBll LEng:h:Q � r r r 11' 1 • �l LJ All.locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2440 @ 3 1/2" 3413(1.50") Passed(72%) 1.0 D+0.75 L+0.75 S(Alt Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 5327 @ 9'8" 7466 Passed(71%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Pos Moment(Ft-Ibs) 11404 @ 6' 14792 Passed(77%) 1.1S 1.0 D+0.75 L+0.7S S(Alt Spans) Design Methodology:ASD Neg Moment(Ft-Ibs) -127 @ 10'9 1/4" 9915 Passed(1%) 1.00 1.0 D+ 1.0 L(All Spans) Live Load Defl.(in) 0.167 @ 5'10 5/8" 0.262 Passed(L/751) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Total Load Defl.(in) 0.347 @ 5'10 3/16" 0.524 Passed(L/362) 1.0 D+0.75 L+0.75 S(Alt Spans) • Deflection criteria:LL(L/480)and TL(L/240). Overhang deflection criteria:LL(2U480)and TL(2L,1240). • Top Edge Bracing(Lu):Top compression edge must be braced at 11'9"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'9"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=10'S 9/16". •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L= 1'3 1/8". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the team.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1-Banger on DIP studWall 3.501, Hanger' 1.50- 1385 S38 926 2849 See note' 2-Beam DF 5.50" 5.50" 2.60- 2944 1546 2113 6603 Booking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories �i1.Top Mount banger Connector not found N/A N/A N/A N/A Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) comments 0-Self Weight(PLF) 3 1/2"to 12' N/A 8.9 - 1-Uniform(PSF) 0 to 12'(Front) 1'4" 12.0 40.0 - floor 2-Uniform(PLF) 0 to 12'(Front) N/A 90.0 - - wall 3-Point(lb) 6'(Front) N/A 912 - 1439 RB4 point load 4-Pant((b) 9'(front) N/A 2040 1440 1600 Fj2 1>k- /a/ ForteWES Software Operator Job Notes 7/11/2019 1:05:59 AM UTC Terry A Nettles tanettles,p.e.,s.e. ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 1(253) File Name: Pioneer CHD 2KO3C 1 terryneales a ttles�aenglneer.com Page 1/ 2 IIv v I Terry A. Nettles, P.E. Project FI ot4�R S p2u't-ye Sheet of ®® _ Consulting Engineer l<D�G Job No. : 9074 7777 92nd Street NW Gig Horbor,WA 98332 VOICE &FAX(253)858-7777 Subject F RAM I H U Date Z 1 �f,aDQ- ,COIi 'J 1 Qz6dp1tkP(U C�2` �v s� -I— l20 �( 546 C�� 72v 2 � M 2 (R� / � Lx�t! 31.b I r (FO7S) 4cv s (,= 4` z t g Im ASO�sf IZo !g� k (4)4o f I AN v Terry A. Nettles, P.E. Project l�`� �(11Lo?l 5 Sheet (a of-2-1 h® I Consulting Engineer -------------- Job No. 7777 92nd Street NW Gig Harbor,WA 98332 VOICE&FAX(253)858-7777 Subject Date 7 1 Z ` c 2o s z &.s = 5o tI _-..—f 3or;� -( 3 �4a6x�> = 540'�;3�-� 5--�►�lo,s r7 '� �� _ �2c���,' ly �- re(I .s5.7S j � 2 I ` 24vd OorugG'5 12" 4 (aw ;S66 i C3�60(-4 xp �5�.6 W. �Z `no � _ i1TORTE ( . .. PASSED Floor,Typical Joist 1 1� 1 piece(s)it 7/8"TJI®360 @ 24"OC I All.locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @)Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 802 @ 15'9 1/2" 1080(1.75") Passed(74%) 1.00 1.0 D+ 1.0 L(All Spans) Member Type:Joist Shear(Ibs) 802 @ 15'9 1/2" 1705 Passed(47%) 1.00 1.0Building Use:Residential 0 D+ 1.0 L(All Spans) Budding Code:IBC 2015 Moment(Ft-Ibs) 3090 @ 8'1" 6180 Passed(50%) 1.00 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Live Load DeFl.(in) 0.238 @ 8'1" 0.385 Passed(L/779) 1.0 D+ 1.0 L(All Spans) Total Load Dell.(in) 0.309 @ 8'1" 0.771 Passed(L/S99) 1.0 D+ 1.0 L(All Spans) T)-Pro`"Rating 39 39 jPassed • Deflection criteria:ILL(L/480)and TL(L/240). . Top Edge Bracing(Lu):Top compression edge must be braced at 5'4"o/c unless detailed otherise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'B"o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge'"Panel(24"Span Rating)that is glued and nailed down. • Additional considerations for the T)-Pro'"Rating include:None. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories t-Stud wall-DF 5.50" 4.25" L/5" 194 641 841 1 1/4"Rim Board 2-Hanger on 11 7/8"DF beam 2.50" Hanger' 1.15-/-' 190 633 823 See note' •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger See Connector grid below for additional information and/or requirements. •'Required Bearing Length/Required Bearing Length with Web Stiffeners Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 Face Mount Hanger Connector not found N/A N/A N/A N/A Dead Floor Live Vertical Load Location(Side) Spacing (0.90) (1.00) Comments I-Uniform(PSF) 0 to 16 24" 12.0 40.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,budder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluabon reports,Weyerhaeuser product literature and installation details refer to www.weyerhaetiser.com/woodprodticts/docun)ent-lit)raty. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator Al 5U5TAINABLE FORESTRY INITIATIVE Weyerhaeuser l ForteWEB Software Operator Job Notes 7/11/2019 3:43:39 PM LTfC Terry A Nettles tanettles,p.e.,s.e. ForteWEB v2.1, Engine:V7.3.2.309, Data:V7.2.0.2 (253)22S-8015 terrynettlesCuiengineercum File Name: Pioneer CHD 2KO3C Page 1/ 1 ON v Terry A. Nettles, P.E. Project VJ0Q0E2 �U(u9eCt5 Sheet 20 of 2t v I Consulting Engineer -------------- Job No. �'2907q 7777 92nd Street NW Gig Harbor.WA 98332 VOICE &FAX(253)858-7777 Subject 3 McTtte D PF + P&WL Dote - 12 EXTENT OF HEADER DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) MIN. 1000 LB TIE- OWN DEVICE (L 5TIAd 6'TO 18' TYPICAL PORTAL FRAME CONSTRUCTION 1 � } _ �1000 lb STRAP 0VER THE SHEATHING �. 1 FASTEN TOP PLATE TO HEADER WITH TWO FOR PANEL SPLICE(IF ROWS OF 16d SINKER NAILS AT 3"O_C.TYP. NEEDED}PANELED ES o SHALL BE BLOCKED AND :r FASTEN SHEATHING TO HEADER WITH 8d COMMON OCCUR WITHIN MIDDLE " OR GALVANIZED BOX NAILS IN 3"GRID PATTERN AS 24 IN. OF PORTAL HEIGHT SHOWN AND 3"O.C. IN ALL FRAMING(STUDS, ONE ROW OF TYPICAL BLOCKING AND SILLS)TYP. SHEATHING-TO-FRAMING u' MIN.WIDTH= 16"FOR ONE-STORY STRUCTURES NAILING IS REQUIRED z i MIN.WIDTH=24"FOR USE IN FIRST OF TWO STOR AT EACH PANEL EDGE. STRUCTURES IF 2x4 DOUBLE BLOCKING `:_'.;-'! t _ IS USED THE 2x4S MUST BE NAILED TOGETHER t t _ MIN. 2x4 FRAMING WITH(3)16d SINKERS '/e"MIN.THICKNESS WOOD STRUCTURAL PANEL SHEATHING .,--MIN.DOUBLE 2X4 POST = _ MIN.3500 LB TIE-DOWN DEVICE(EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING IN MIN. 1000 LB TIE-DOWN ACCORDANCE WITH MANUFACTURER'S DEVICE RECOMMENDATIONS) (STHD !4) „ 50t<tD 3x RT. MODSII.I_ v(1}fig 41x 112 A.D. ALTERNATIVE NT1,+ PATE WA,5iE WtZ►t 9STpvt(o `` r PROVIDE CONTINUOUS FOOTING ACROSS DO R AND PANELS 24"' X 12" WITH (2) #4 BARS TOP&BOTTOM (ANY SPLICE LAPS MIN.15"). PLACE (2) #41L BARS IN EACH STEMWALL AT THE SHEAR PANEL FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) V r e SHEATHING REQUIREMENTS FOR THE PLAN 2KO3C RESIDENCE Structural sheathing is required to provide adequate lateral bracing of the building system and as diaphragms of the roof and floor structures to transfer loads to lateral bracing elements and is specified by the following notes: For exterior walls and roofs use a minimum thickness 7/16" Huber Zip panel sheathing for all exterior faces. For all wall panels, there shall be one row of nails at each plate and at least one row into each rim joist. Spacing of these nails in these rows shall be consistent with the panel designation nailings as defined below and indicated on the drawings. At the foundation line there shall be a row of nails continuous at 4" o.c. minimum. Sole plate nailing of all wood panel sheathed walls is specified below. Roof sheathing shall be laid with face grain perpendicular to the rafters and all panels alternated by 1/2 panel length. Roof nailing should be done with 8d galvanized nails spaced at 6" o.c. at all panel edges and at 12" o.c. through the field. Floor panels shall be a minimum 23/32" APA Sturd-I-Floor, tongue and groove edged, rated panels likewise alternated by 1/2 of a panel length in layout and glued and nailed with 10d galvanized or ring shanked nails at 6" o.c all edges, 12" in the field. Edges of roof and floor diaphragms shall be nailed into solid blocking which fills the joist or rafter space in line with and directly above the bracing wall elements below. Rafters and trusses shall be connected to the top plates with Simpson type H1 hurricane clips, OR SDVVC15600 screws, OR 6" TimberLOK screws at maximum 24" o.c. unless indicated otherwise on the plans. Nailing and sheathing requirements are specified on the drawings with the fastening indicated by spacing on the edges and along interior lines (through the field) in inches by the following symbols. for 1 Use a 7/16"minimum thickness Huber ZIP sheathing panel on one side with 21/2" x 0.131" nails @ 6" o.c. edges and 12" through the field. Nail sole plates into solid material (blocking or joists) with 16d @ 12" o.c. Blocking is required at all unsupported edges of the sheathing. Provide '/2" diameter x10-inch anchor bolts at 6-ft o.c. maximum. forLlaUse a 7/16"minimum thickness APA rated sheathing panel on one side with 8d common or 21/2' x 0.131 nails @ 6" o.c. edges and 12" through the field. Nail sole plates into solid material (blocking or joists) with 16d @ 12" o.c. Blocking is required at all unsupported edges of the sheathing. At basement level, provide 1/2" diameter x10-inch anchor bolts at 4- ft o.c. maximum for 2 Sheath wall both sides with 1/2" gypsum wallboard and nail edges supported by studs and plates with 5d cooler nails spaced at 4 inches on center. Nail sole plate to solid joists in the floor below using 3" x 0.131" nails spaced at 8-inches on center. Nail sole plates into solid material (blocking or joists) with 16d @ 12" o.c. for construct these panels as Portal Frame Holdown Panels adjacent to garage door opening in accordance with the details and specifications provided in the 2015 Edition of the International Building Code Figure 2308.6.5.2 with headers as shown on the drawings, full strapping, holdowns, and all special foundations and framing as required and shown on the detail. Materials for the foundations shall use a vendor pre-approved mix design able to achieve an f', = 2500 psi at 28 days for all footings and f', = 3000 psi for walls and slabs. All reinforcements shall meet ASTM A-615, Grade 60, fy = 60,000 psi. Placement of reinforcements within the forms shall be chaired and properly braced and tied as required to achieve all specified clearances from the face of the 6 finished wall.