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6 t BUILDING ENERGY ANALYSIS REPORT PROJECT: Nielsen Cabin 30 Toyon Trail Berry Creek, CA 9591.6 Project Designer: Gary Hawkins Architect 3045 Ceres Avenue, Suite 135 Chico, California 95973 (530) 892-2700. BUTTE COUNTY BUILDING DIVISION Report Prepared APPROVED by: Donna Wallace Donna Wallace 399 E. 9th Avenue Chico, CA 95926 530-893-4982 Job Number: BUTTE COUNTY OUNTY. NOV 03 2016 Date: DEVELOPMENT SE[ZV[('ES 10/18/2016 r The EnergyPro computer, program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. Ener Pro 6. by EnerqySoft User Number: 4997 ID: 16-026 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Nielsen Cabin Calculation Description: Title 24 Analysis Calculation Date/Time: 14:19, Tue, Oct 18, 2016 Input File Name: Hawkins74.ribdx CF1 R -PRF -01 Page 1 of 9 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name Nielsen Cabin 04 OS 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 30 Toyon Trail Compliance Margin Percent Improvement 04 City Berry Creek 05 Standards Version Compliance 2015 06 Zip Code 95916 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (dog/Cardinal) 335 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 900 15 Number of Zones 1 16 Slab Area (ft2) 0 17 Number of Stories 1 18 Addition Cond. Floor Area 0 19 Natural Gas Available No 20 Addition Slab Area (ft2) 0 21 Glazing Percentage (%) 25.6% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building DOES NOT require HERS Verification 03 This building Incorporates one or more Special Features shown below Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-10-1814:19:45 ENERGY USE SUMMARY 04 OS 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 36.85 56.87 -20.02 -54.3% Space Cooling 90.29 86.78 3.51 3.9% IAQ Ventilation .00 .00 .00 0.0% Water Heating 52.60 35.28 17.32 32.9% Photovoltaic Offset — .00 .00 — Compliance Energy Total 179.74 178.93 .81 0.5% Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-10-1814:19:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Nielsen Cabin Calculation Date/Time: 14:19, Tue, Oct 18, 2016 Page 2 of 9 Calculation Description: Title 24 Analysis Input File Name: Hawkins74.ribdx REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: —None— Cooling System Verifications: — None — HVAC Distribution System Verifications: — None — Domestic Hot Water System Verifications: • — None — ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Use 'EnergyrDesign Rating Margin Percent Improvement Total Energy (kTDV/f2-Yr)" 270.83 X47 264 74 4: ° F y'``yU �:=p 6.09 2.2% * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Nielsen Cabin 900 1 1 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area. (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Main Level Conditioned System -11 900 13.6 DHW Sys 1 Registration Number: Registration Date/Time: HERS Provider. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-10-1814:19:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Nielsen Cabin Calculation Date/Time: 14:19, Tue, Oct 18, 2016 Calculation Description: Title 24 Analysis Input File Name: Hawkins74.ribdx CFI R -PRF -01 Page 3 of 9 OPAQUE SURFACES 01 02 03 04 05 06 06 07 08- 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window a£ Door Area (ft2) Tilt (deg) Status Verified Existing Condition Front/N Main Level R-15 Wall 335 Front 270 64.0009 90 Altered N/A Left/E BacklS Main Level Main Level R-15 Wall R-15 Wall 65 155 Left Baric 401 270 52 52.815 90 90 Altered Altered N/A N/A Right/W Main Level R-19 Wall 245 Right 416 94.5 90 Altered N/A Interior Surface Main Level—Attic Main Level R-15 Wall1 8 0.67 105 0 0.85 Altered N/A Roof Main Level R-38 Roof Attic- 152 Altered N/A Raised Floor Main Level R-19 Floor Crawlspace 480 Altered N/A Interior Surface 2 Main Level»_Garage_ R-30 Floor No CraWspace 420 Altered N/A SWall/Front _Garage_ R-0 Wall 335 Front 270 0 90 Altered N/A SWaIUE _Garage_ R-0 Wall 65 Left 126 6 90 Altered N/A SWaIUS _Garage_ R-0 Wall 155 Back 270 44 90 Altered N/A SWaIWV _Garage_ R-0 Wall 245 Right 126 .0 90 Altered N/A OPAQUE SURFACES – Cathedral Ceilings 01 02 03 04 05 06 06 07 08- 09 10 11 12 13 Roof Reflectance Roof Emittance Radiant Barrier Orlentatlo Area Skylight Roof Rise Roof Roof Roof Reflectan Roof Framin g NoNo Verified Existing Name Zone Type n (ft2) Area (ft2) (x in 12) Pitch Tilt(deg) ce Emittance Factor Status Condiflon Roof - Sloped Main Level R-38 Roof Cathedral Front 374 0 8 0.67 33.69 0.1 0.85 0.07 Altered N/A Roof - Sloped 2 Main Level R-38 Roof Cathedral Baric 374 0 8 0.67 33.690.1 0.85 0.07 Altered N/A ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Main Level Attic RoofMain Level Ventilated 8 0.1 0.85 NoNo Existing No Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-08162016-433 Report Generated at: 2016-10-1814:19:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Nielsen Cabin Calculation Date/Time: 14:19, Tue, Oct 18, 2016 Calculation Description: Title 24 Analysis Input File Name: Hawkins74.ribdx CF1 R -PRF -01 Page 4 of 9 WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading Status Verified Existing Condition 2640 Front/N (Front -335) 2.5 4.0 1 10.0 0.32 0.25 Insect Screen (default) New N/A 26402 Front/N (Front -335) 2.5 4.0 1 10.0 0.32 0.25 Insect Screen (default) New N/A 26403 Front/N (Front -335) 2.5 4.0 1 10.0 0.32 0.25 Insect Screen (default) New N/A 26404 FronVN (Front -335) 2.5 4.0 1 10.0 0.32 0.25 Insect Screen (default) New N/A DR Glass FronVN (Front -335) 2.3 3.2 1.002 7.4 0.53 0.65 Insect Screen (default) New N/A 3050 Left/E (Left -65) - - 1 15.0 0.32 0.25 Insect Screen (default) New N/A 2030 Left/E (Left -65) - - 1 6.0 0.32 0.25 Insect Screen (default) New N/A 30502 Left/E (Left -65) - - 1 15.0 0.32 0.25 Insect Screen (default) New N/A 2040 Left/E (Left -65) - - 1 8.0 0.32 0.25 Insect Screen (default) New N/A 20402 Left/E (Left -65) - - 1 8.0 0.32 0.25 Insect Screen (default) New N/A 2636 Back/S (Back -155) 2.5 3.5 1.006 8.8 0.32 0.25 Insect Screen (default) New N/A 26362 BaddS (Back -155) 2.5 3.5 1.006 8.8 0.32 0.25 Insect Screen (default) New N/A 26363 Back/S (Back -155) 2.5 3.5 1.006 8.8 0.32 0.25 Insect Screen (default) New N/A 26364 Back/S (Back -155) 2.5 3.5 1.006 8.8 0.32 0.25 Insect Screen (default) New N/A 26365 Back/S (Back -155) 2.5 3.5 1.006 8.8 0.32 0.25 Insect Screen (default) New N/A 26366 Back/S (Back -155) 2.5 3.5 1.006 8.8 0.32 0.25 Insect Screen (default) New N/A 3040 Right/W (Right -245) - - 1 12.0 0.32 0.25 Insect Screen (default) New N/A 3016 Right/W (Right -245) - - 1 4.5 0.32 0.25 Insect Screen (default) New N/A DR Glass 2 Right= (Right -245) - - 1 7.4 0.53 0.65 Insect Screen (default) New N/A 30162 Right/W (Right -245) - - 1 4.5 0.32 0.25 Insect Screen (default) New N/A 30402 Right/W (Right -245) - - 1 12.0 0.32 0.25 Insect Screen (default) New N/A 30163 RightNV (Right -245) - - 1 4.5 0.32 0.25 Insect Screen (default) New N/A 30403 Right/W (Right -245) - - 1 12.0 0.32 0.25 Insect Screen (default) New N/A 30164 Right/W (Right -245) - - 1 4.5 0.32 0.25 Insect Screen (default) New N/A 30404 Right/W (Right -245) - - 1 12.0 0.32 0.25 Insect Screen (default) New N/A 30165 Right/W (Right -245) - - 1 4.5 0.32 0.25 Insect Screen (default) New N/A Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-10-1814:19:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Nielsen Cabin Calculation Date/Time: 14:19, Tue, Oct 18, 2016 Calculation Description: Title 24 Analysis Input File Name: Hawkins74.ribdx CF1 R -PRF -01 Page 5 of 9 DOORS 01, 02 03 04 05 06 Name Side of Building Area (ft2) U -factor Status Verified Existing Condition Door FronUN 16.6 0.50 New No Door 2 RighUW 16.6 0.50 New No OVERHANGS AND FINS 01 02 03 04 05 O6 07 OS 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DIstL Bot Up Depth Top Up Dist R Bot Up 2640 2 1 2 2 0 0 0 0 0 0 0 0 0 26402 2 1 2 2 0 0 0 0 0 0 0 0 0 26403 2 1 2 2 0 0 0 0 0 0 0 0 0 26404 2 1 2 2 0 0 0 0 0 0 0 0 0 DR Glass 2.4 2.1 3.2 3.2 10 0 0 0 0 0 0 0 0 2636 2 1 2 2 0 0 0 0 0 0 0 0 0 26362 2 1 2 2 0 0 0 0 0 0 0 0 0 26363 2 1 2 2 0 0 0 0 0 0 0 0 0 26364 2 1 2 2 0 0 0 0 0 0 0 0 0 26365 2 1 2 2 0 0 0 0 0 00 0 0 26366 2 1 2 2 0 0 0 0 0 0 1 0 0 0 Registration Number: _ Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-10-1814:19:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Nielsen Cabin Calculation Date/Time: 14:19, Tue, Oct 18, 2016 Calculation Description: Title 24 Analysis Input File Name: Hawkins74.ribdx CF1 R -PRF -01 Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 .02 03_ 04 05 06 07 08 Name System Type Distribution Type Total Cavity Winter Design Solar Fraction N Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Annual Altered No • Inside Finish: Gypsum Board • Cavity/Frame: no insul. /2x4 R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco • Cavity/Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck Wood Siding/sheathing/decking Attic RoofMain Level Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing., Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity/Frame: R -15/2x4 R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.095 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R19 0.072 Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board Ceilings below 9 i Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Ceiling Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity/Frame: R-38/202 • Roof Deck. Wood Siding/sheathing/decking R-38 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling .2x12 @ 24 in. O.C. R 38 0.029 Roofing: Light Roof (Asphalt Shingle) • floor Surface: Carpeted Floors Over Floor Deck: Wood Siding/sheathing/decking R-19 Floor Crawlspace Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R19 0.049 Cavity/Frame: R -19/2x6 • . Inside Finish: Gypsum Board - Cavity/Frame: R -15/2x4 R-15 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.086 Other Side Finish: Gypsum Board • Floor Surface: Carpeted • Floor Deck Wood Siding/sheathing/decking • Cavity/ Frame: R-30 / 2x10 R-30 Floor No Crawlspace Interior Floors Wood Framed Floor 2x10 @ 16 in. O.C. R 30 0.033 Ceiling Below Finish: Gypsum Board WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction N Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Altered No Registration Number: - Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-10-1814:19:45 CERTIFICATE OF COMPLIANCE RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Nielsen Cabin Calculation Date/Time: 14:19, Tue, Oct 18, 2016 Calculation Description: Title 24 Analysis Input File Name: Hawkins74.ribdx J CFI R -PRF -01 Page 7 of 9 WATER HEATERS 01 / 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Heat Pump Small Storage 40 2.4 EF 4498 -watts 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a Na Na n/a Na Na SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Zonally Controlled Multi -speed Compressor Heating System Cooling System NoCooling - No cooling equipment N/A N/A No No N/A Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition S stem -11 y Other Heating and Heating N0 Cooling No =none - HVAC Fan 900 Cooling System Component 1 Component 1 1 Altered No HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 Electric - All electric heating systems other than heat pump — HVAC - COOLING SYSTEMS 01 02, 03 04 05 06 07 Name System Type, Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification Cooling Component 1 NoCooling - No cooling equipment N/A N/A No No N/A Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08162016-433 Report Generated at: 2016-10-1814:19:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCEVETHOD Project Name: Nielsen Cabin Calculation Date/Time: 14:19, Tue, Oct 18, 2016 Calculation Description: Title 24 Analysis Input File Name: Hawkins74.ribdx CF1 R -PRF -01 Page 8 of 9 HVAC - FAN SYSTEMS & HERS VERIFICATION 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 N/A IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - U111-08162016-433 HERS Provider: Report Generated at: 2016-10-1814:19:45 i t Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - U111-08162016-433 HERS Provider: Report Generated at: 2016-10-1814:19:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Nielsen Cabin Calculation Description: Title 24 Analysis Calculation Date/Time: 14:19, Tue, Oct 18, 2016 Input File Name: Hawkins74.ribdx ,CF1 R -PRF -01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Donna Wallace Company: Signature Date: Donna Wallace 10/18/2016 Address:. 399 E. 9th Avenue CEA/HERS Certification Identification (If applicable): ' City/State Rico, CA 95926 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT i certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of. Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit applicationA. Responsible Designer Name: Responsible Designer Signature_ : • Gary Hawkins - Company: Date Signed: Gary Hawkins Architect9-741� Address: 3045 Ceres Avenue, Suite 135 License: City/State/Zip: Phone: Chico, California 95973 (530) 892-2700 Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-08162016-433 Report Generated at: 2016-10-1814:19:45 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the COMDlianCe aDDrOach used. FxrPntinn.c may nnnly. Ravivw tho ►omortivo rndo cortinn fnr - inF r.nnt;n Building Envelope Measures: §110.6(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of §10-111(a). §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. §110.8(1): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of §110.8(i) when the installation of a cool roof is specified on the CF1R. §110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a §150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. §150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U= factor). §150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. §150.0(g)l: In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls vented attics and unvented attics with air -permeable insulation. §150.0(8)2: In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of §150.0(8)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). §150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of §110.8 §150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted averse U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)lA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible operable, and tight -fitting damper or a combustion -air control device. §150.0(e)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. §150.0(h)1: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §150.0(h)2. §150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. §150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of §110.2(c). §150.00)lA: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.0(j)1B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system §150.06)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. §150.0(j)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary §150.0(j)2C: Pipe for cooling system lines shall be insulated as specified in §150.0(j)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. §150.06)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For §150.06)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.00)3B: or Class 11 vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)1: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. §150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of §110.3(c)5. §150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for dud construction, connections, and closures; joints §150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. §150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. §150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §150.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)13: space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, §150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of >_ 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of §150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §150.0(o)IA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency §110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat settin • a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary §110.4(b)l: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines or built-up connections for future solar heating. §110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro - ammed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: §110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. §150.0(k)lA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-13as applicable. §150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of §150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §150.0(k)1C: §130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)1D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §150.0(k)lE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. §150.0(k)1F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of §150.0 §150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. §150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. §150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. §150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §150.0(k). §150.0(k)2F: Lighting controls comply with applicable requirements of §110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it functions as a dimmer §150.0(k)2G: according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of §150.0(k) if: it §150.0(k)2H: functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5• and all other requirements in §150.0(k)2. §150.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to §110.9, and complies with all other applicable requirements in §150.0(k)2. §150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only §150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy,or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testingtrating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing §150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in §110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and §150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §150.0(k)9B: following requirements: i. Shall comply with §150.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4 §140.7 and §141.0. §150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §150.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in §110.9 §130.0 §130.2 §130.4 §140.7 and §141.0. §150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in §110.9 §130.0 §130.2 §130.4 §140.7 and §141.0. §150.0(k)10: Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined according to §130.0(c). §150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in 110.9 130.0 130.1 130.4 140.6 and 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of §150.0(k)12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: §150.0(k)12B: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §110.10(a)1: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of §110.10 through §110.10(e). §110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of §110.10 through §110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for §110.10(b)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. §110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. §110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice §110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical plane. §110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit §110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. §110.10(d): A copy of the construction documents or a comparable document indicating the information from §110.10(b) through §110.10(c) shall be provided to the occupant. §110.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a §110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". H"VAC'SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Nielsen Cabin Date 10/18/2016 System Name System -1 Floor Area 900 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL CFM 558 0 1 COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 17,060 13,558 270 178 13,371 Total Output Btuh 17,060 0 Output Btuh/s ft 19.0 179 0 Cooling System 01 0 Output perSystem 0 0 0 0 0 Total Output Btuh 0 0 179 13,915 270 0 Total Output ons 0.0 0 Total Output Btuh/s ft 0.0 Total Output s ft/Ton 0.01 13,371 Air System CFM perSystem 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 Electric Baseboard Heater 0 0 17,060 Airflow cfm/s ft 0.00 Airflow cfm/Ton 0.0 Outside Air % 0-0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0 0 Aug 3 PM 17,060 Outside Air cfm/s tt 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 25 OF Outside Air 4�- 0 cfm • 70 OF 70 OF 140 OF 1 Heating Coil 10 EE L 140 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 104/72°F Outside Air 0 cfm 78 / 62 OF 78/62°F 55/54°F Cooling Coil EI -1 55 / 54 OF 41.3% ROOM 78 / 62 OF EnergyPro 6. by EnergySoft User Number. 4997 ID- 103 -ms Cone 4C -f 4c fM Butte County Department of Development Services PERMIT CENTER 7 County_ Center Drive, Oroville, CA'95965, Main Phone (530)538-7601. Fax(530)538-7785• - , ' www.buttecounty.neNdds - ,. s , FORM NO DP C-12 ' .'SECTION A4.602 - _ RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST BUILD ING DIVISION 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE, T 'A OV.ED, PPIR VERIFICATIONS LEVELS ,ENFORCING AGENCY TO APPLICANT TO SELECT_ . SPECIFY ' ELECTIVE MEASURES VERIFICATION METHOD Prerequisites and � Installer FEATURE OR MEASURE. Enforcing or Third electives Agency Designer party ' © '© Mandatory Tier 1 Tier 2'` r All All All PLANNING AND DESIGN ' SatetSel:ection- A4.103.1 A site which complies x with at least one of the following characteristics is selected: 1•. An infill site is selected: 0 r ` 0 - 2. A greyfield site is selected. © `' . 13 0 © O 3. An EPA -recognized '0 © r L] Brownfield site is selected. A4.103.2 Facilitate community connectivity by one of the following methods: 1. Locate project within a 1/4 Q .-b p .0 p -mile true -walking distance of at ` least 4 basic services; .:'. L 2. Locate project within '/2-mile1 0 `' p p 0 p' true walking distance of at least '- • " 7 basic services; 3. Other methods increasing p It _0 'p i® access to additional resources. _ �Ste�PreservaEon�s�•Y- �`'r' '- A4.104.1 An indvidual with - •.. oversight responsibility for the project has participated in an educational program promoting. .t ' t' ,. environmentally friendly design or,•. • ; ` +.�. ❑• development and has provided' training or instruction to ; a ro riate entities. �De`constructionand�Reuse��:� of ` Zing ials _ Exi _Mate A4.105.2 Existing buildings are disassembled for reuse or: - recycling of building materials. �The'proposed structure utilizes at - ❑ - '0 0 ' 0 0 least one of the following materials , which'can be easily reused: 1. Light fixtures BUILD ING DIVISION 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE, T 'A OV.ED, PPIR delineated by fencing or flagging to limit construction activity to the construction area. A4.106.3 Postconstruction landscape designs accomplish one or more of the following: = 1. Areas disrupted during p p p p p construction are restored to be consistent with native vegetation species and patterns. ' 2. Limit turf areas to the greatest extent possible. a. Not more than 50 percent © 0. p 13 for Tier 1. b. Not more than 25 percent E3 p p for Tier 2: 3. Utilize at least 75 percent p E1 p native California or drought tolerant plant and tree species appropriate for the climate zone region. 4. Hydrozoning irrigation p p p p 13 techniques are incorporated into the landscape design. A4.106.4 Permeable paving is utilized for the parking, walking or patio surfaces in compliance with the following: Tier 1. Not less than 20 02 D p percent of the total parking, walking or patio surfaces shall be permeable. Tier 2. Not less than 30 p p percent of the total parking, walking or patio surfaces shall be permeable. A4.106.5 Roofing materials shall have a minimum 3 -year aged solar reflectance and thermal emittance or a minimum Solar Reflectance Index (SRI) ' equal to or greater than the values specified in Tables A4.106.5.1(1) and A4.106.5.1(2) for low-rise residential buildings and Tables A4.106.5.1(3) and A4.106.5.1(4) for high rise residential buildings. Low-rise Residential Tier 1 roof covering shall meet or exceed the -values DZ contained in Table A4.106.5.1(1). 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE A4.106.10 [HR] Outdoor - A4.107.1 Items in this section are necessary to address innovative lighting systems shall be concepts or local environmental �„ ,• - ` designed and installed to Item 1 01 0 Item 2 - E3 0 0; E3 E3 comply with: 0_ 0 M. Cl H ! 6Ener V ?Efffc�enc 4.201.1 Building meets or exceeds. 1. The minimum requirements t , the requirements of the California in the California Energy Code ' Building Energy Efficiency for Lighting Zones 1-4; and f IV.W 0 .13 0 - 2. Backlight, Uplight and ` Standards Glare (BUG) ratings as ` Performance Approach kfor' defined in IES TM -15-11; and N w1yConsf ur etetl���'�� '•` �5 � 0 0 .` 0 0 3. Allowable BUG ratings not i 1 Rating for the Proposed Design I' exceeding those shown in i Building is included in theiY * Table A4.106.10; or [ 2 t ' 0 Certificate of Compliance �, Comply with a lawfully enacted -. . documentation. local ordinance, whichever is t A4.203.1.1.2 Oil procedures more stringent. . p [3 - 0 0 eonc44 anLnvlo' e»ta1, Gond_ii;'i'ons Ir, - A4.107.1 Items in this section are necessary to address innovative z concepts or local environmental �„ ,• conditions.' • ` Item 1 01 0 Item 2 - E3 0 0; E3 E3 Item 3 0_ 0 M. Cl H -:® 6Ener V ?Efffc�enc 4.201.1 Building meets or exceeds. . . the requirements of the California Building Energy Efficiency ®' f IV.W 0 .13 0 3 ` Standards ` Performance Approach kfor' • • ; N w1yConsf ur etetl���'�� '•` �5 � ; - ., • y . ' A4.203.1.1.1 An Energy Design, 1 Rating for the Proposed Design I' i Building is included in theiY * xp2 [ 2 0' - 0 0 Certificate of Compliance �, r documentation. A4.203.1.1.2 Oil procedures . specified in the Building Energy Efficiency Standards Reference �, ' p g]20 0 .Residential Appendix RA3.5 are completed. i A4.203.1.1.3 All permanently' installed lighting Is high efficiency 9 9 9 Y T` ❑x?. 912 0 0 0 and has required controls. ------ --T _ A4.203.1.2.1 The Energy Budget. I-----, - - • - ----- is no greater than 85 percent of the i; ` z 02 '; '•• 0 0 0 Title 24, Part 6, Energy Budget for :I, ; the Proposed Design Building_ __j�:�__ s A4.203.1.2.2 -The Energy Budget _ is no greater than 70 percent of the .i. - . �.r , •2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 7. 5 . increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.5 gallons per minute at 60 psi. Note: Where complying faucets are available, aerators or other means may be used to achieve reduction. A4.303.2 Alternate water source for nonpotable applications. Alternate nonpotable water sources are used for indoor potable water reduction. Alternate B 8 0 El nonpotable water sources shall be installed in accordance with the California Plumbing Code. A4.303.3 Appliances. Dishwashers and clothes washers. in residential buildings shall comply with the following: Install at least one qualified ENERGY STAR appliance with maximum ' water use as follows: 1. Standard Dishwashers - 4.25 gallons per cycle. p p Q p 2. Compact Dishwashers - 3.5 gallons per cycle. p p: E3 13 p 3. Clothes Washers - water factor of 6 gallons per cubic feet of drum capacity. p ID .p 13 Q A4.303.4 Nonwater supplied urinals or waterless toilets are 13 B E) p El installed. `>�Outdoo'r�Water Uses 4.304.1 Automatic irrigation systems controllers installed at ' the time of final inspection shall ® B 13 p be weather or soil - moisture -based. A4.304.1 Install a low-water consumption irrigation system which minimizes the use of spray type heads. A4.304.2 A rainwater capture, i ! storage and re -use system is ❑ p p 0 p designed and installed. j A4.304.3 A water budget shall be developed for landscape g2 px ? pp' ! p irrigation. A4.304.4 Provide water efficient landscape irrigation design that 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 7 A4.404.2 Building dimensions and layouts are designed to minimize waste. p p p p p A4.404.3 Use premanufactured p p following building materials, that building systems to eliminate solid p p [1 p p sawn lumber whenever possible. resources for finishing are used: A4.404.4 Material lists are 1. Exterior trim not requiring included in the plans which paint or stain © © CI specify material quantity and 2. Windows not requiring paint provide direction for on-site cuts. or stain II 6-14 _ _ A4.405.1 One or more of the © p p p p following building materials, that do not require additional resources for finishing are used: 1. Exterior trim not requiring paint or stain 2. Windows not requiring paint or stain 3. Siding or exterior wall coverings which do not require paint or stain A4.405.2 Floors that do not require additional coverings are used including but not limited to p ® E ® p stained, natural or stamped concrete floors. A4.405.3 Postconsumer or p p p preconsumer recycled content value (RCV) materials are used on the project. Tier 1. Not less than a 10 -percent recycled content px 2 value. . Tier 2. Not less than a 15 -percent recycled content value. A4.405.4 Renewable source bu nq products are used. ,Enhanced Durability ��Redu ed,Mainfenance; 4.406.1 Annular spaces around px p p p pipes, electric cables, conduits or other openings in plates at exterior walls shall be protected j against the passage of rodents by closing such openings with j cement mortar, concrete masonry j or similar method acceptable to the enforcing agency. f6i Res�tah-C'd and Moisture: ana ement A4.407.1 Install foundation and ; landsca a drains. � 0 0' © � 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE reduction: r ,Exception. -Equivalent waste reduction methods are '. developed by working with • ; local agencies. µ ' - eA�r tion r,' 4.410.1 An operation and " maintenance manual shall be provided to the building occupant ® © ' or owner. ftiv. Con S- � al� , rvir_ onmental. ond>tions,•' .. A4.411.1 Items in this section are ? necessary to address innovative •. . ` concepts or local environmental conditions. V - Item 1 ©, Q ; O '13 Item 2 .. 0 0 H' _ 0 .._ ' I '- 0 0 .Item 3 .. 0 .. 0. _ , .I3 0' EVOM ONMENTAVQUALITY%, _. Fire § lasEesI .. 11,'%' * 4.503.1 Any installed gas fireplace- ireplaceshall shallbe a direct -vent sealed -combustion type. Any' installed woodstove or pellet stove: - .shall comply with US EPA Phase 11 -, xp emission limits where applicable. Woodstoves, pellet stoves and -' R, `• - - fireplaces shall also comply with aeplic6ble local ordinances. PollotantrCoritrolW,7 •. 4.504.1 Duct openings and other `, ` ,related air distribution component` ' • �' `. F ' openings shall be covered during. 3: construction... 4.504.2.1 Adhesives, sealants and ' caulks shall be compliant with VOC px - p� ,- p •_� p and other toxic compound limits. 4.504.2.2 Paints, stains and other' }. : , • �, coatings shall be compliant with - Ox p : 0" p VOC limits. 4.504.2.3 Aerosol paints and - coatings•shall-be compliant with'', product weighted MIR limits for L 0 0 'ROC and other toxic compounds. ` • ' ` • # 4.504.2.4 Documentation shall be�� _ _ w provided to verify that compliant ' - VOC limit finish materials have , been used.-.• . z x , 4.504.3 Carpet and carpet systems shall be compliant with ` px 0 0 p : _VOC limits: _ 4.504.4 80 percent of floor area 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 11 f • � 4.505.2 Vapor retarder and 4.507.1 Reserved. _ capillary break is installed at ° px •�::0 p: p p ' slab -on -grade foundations. t , selected using the following 4.505.3 Moisture content of • . methods: t. building materials used in wallT © , ^' �' _ 13 and floor framing is checked gain Values according to before enclosure. ANSI/ACCA 2 Manual J-2004 or tndoir�Quali7,Znd Exhaust equivalent. 4.506.1 Return air filters with a , 2. Size duct systems according value greater than MERV 6 shall •; s - '4 to ANSI/ACCA 1 Manual D-2009' be installed on HVAC systems. t or equivalent. Pressure drop across the filter ® • `' ' '+ , shall riot exceed 0.1 inches water ,equipment according to column. equivalent. A4.506.2 [HR] Provide filters on ' Outdoor AIr'QUalhltV return air openings rated MERV jl novativ�e g C66eptts anfd Local Envlronrn'entai°1�G,ondltions ' tiE A4.509.1 Items in this section are 6 or higher during construction ; .� '� : p •� k ,., El ' . B " . CJ . when itis necessary to use , ' concepts or local environmental HVAC e ui ment. conditions. A4.506.3 Direct -vent appliances Item 1 shall be used when equipment is Item 2 located in conditioned space; or p. p p ;113Q Item 3 the equipment must be installed' _! © ®` , in an isolated mechanical room. �QuallfcaUons,s�k. 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE r ` y - .13 4.507.1 Reserved. _ F 4.507.2. Duct systems are sized,,,p •�::0 13 designed, and equipment is t selected using the following methods: - 1. Establish heat loss and heat gain Values according to ANSI/ACCA 2 Manual J-2004 or equivalent. - , 2. Size duct systems according to ANSI/ACCA 1 Manual D-2009' or equivalent. 3. Select heating and cooling • `' ' '+ , ,equipment according to ANSI ACCA 3 Manual S-2004 or equivalent. ' Outdoor AIr'QUalhltV Reservei✓ jl novativ�e g C66eptts anfd Local Envlronrn'entai°1�G,ondltions ' tiE A4.509.1 Items in this section are t' necessary to address innovative , concepts or local environmental conditions. Item 1 Item 2 Item 3 _! © ®` IiistalleandSpecfaG fnsp°ecfo`� ' a �QuallfcaUons,s�k. 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE r ` y - .13 F 4 • Job number >> 16-026 DATE 8/30/16 •i. Structural'Calculations for Nielsen Remodel 30 Toyon Trail �® A Berry Creek, Ca. C1 REN. Gary Hawkins ®F Architect 3045 Ceres Ave. Ste 135 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax BUTTE COUNTY JAN 3 12017 PERMIT #/� BUTTE COUNTY DEVELOPMENT SERVICES DEVELOPMENT SERVICES l C, ' DATE ---?— r I r i t I CALCDATA 11/13/97 Rev 9-20-99 Calculation data Description >> >> Jurisdiction Butte County Code referenced 2013 CRC 2013 CBC _ - Wind loading t ; Basic wind'speed 110 MPH Exposure B Seismic loading Site Class D } Site Design Catagory D Gravity loading Roof live load 20 PSF Floor,live load 90 PSF ' Balcony live load: n/a PSF Soil data Allowable bearing: 1500 PSF 1 ' ' '- 4 LOADS 5:17 PM ----------------------------------------------=------------------------- REV 8-13-92 LOAD SUMMARY MODULE 8/30/16 ---------------------- m >> ------------------------------------------------------------7----------- ASSEMBLY >roof SLOPE > 8.00IN 12 > 33.69 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. + 12 Comp shingles 3.00 3.00 22 15/32" PLYWOOD 1.50 1.50 51 2 X 12 - 29" 2.20 2.20 28 1" SHEATHING 2.30 2.30 60 INSULATION R38,� 2.20 2.20 69 MISC. 2.00 2.00 ' ------------------------------------------------------------------------ DL 13.20 USE: 19.00 PSF LL 20.00 PSF TL 39.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 93 Hardie Siding 3.00 3.00 21 3/8" PLYWOOD 1.10 1.10 39 2 X 9 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 69 MISC. 2.00 2.00 28 1" SHEATHING 2.30 2.30 DL 10.20 USE: 11.00 PSF LL PSF ------------------------------------------------------------------------ TL 11.00 PSF ppp LOADS 7:35 AM --------------------------------------------------------------------- REV 8-13.92• LOAD SUMMARY MODULE 8/31/16 ------------------------------------------------------------------------ DESCRIPTION >> =----------------------------------------------==----------=------------ ASSEMBLY >floor SLOPE > IN 12 > -DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 78 HARDWOOD 9.00 9.00 29 , 3/9' PLYWOOD 2.30 2.30 ' 50 2 X 12-- 16" 3.30 3.30 58 INSULATION R19 1.10 1.10 63 MISC. 1.50 1.50 83 1/2" GYPSUM BD 2.50 2.50 • r ------------------------------------------------------------------------ DL 19.70 USE: 15.00 PSF LL 90.00 PSF ------------------------------------------------------------------------ TL 55.00 PSF ASSEMBLY >floor SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 78 HARDWOOD 9.00 9.00 29 3/9" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 -1.70 58 INSULATION R19 1.10 1.10 69 MISC. 2.00 2.00 ------------------------------------------------------------------------ DL 11.10 USE: 12.00 PSF LL 90.00 PSF --------------------------------------------------=--------------------- TL 52.00 PSF 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236- 100 SHEETS - 5 SQUARES J 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER Project Location: RFT1 Roof Rafter [2013 California Building Code(2012 NDS)] 1.5 IN x 11.25 IN x 17.0 FT (15 + 2) @ 24 O.0 #2 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 58.1 % Controlling Factor: Moment . DEFLECTIONS Center Mghl Live Load 0.23 IN U936 0.01 IN 2L/7480 Dead Load 0.19 in 0.00 in Total Load 0.42 IN U519 0.00 IN 21Jlnfinity Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 RAFTER REACTIONS Upper Live Load @ A LOADS 150 plf REACTIONS 300 Ib Upper Dead Load @ A 124 plf 248 Ib Upper Total Load @ A 274 plf 548 Ib Lower Live Load @ B 193 plf 385 Ib Lower Dead Load @ B 162 plf 324 Ib Lower Total Load @ B 355 plf 709 Ib RAFTER SUPPORT DATA A 13 Bearing Length 0.58 in 0.76 in Span Length 15 ft 2 ft Rafter Pitch 8 :12 Roof sheathing applied to top of joists -top of rafters fully braced. Roof Duration Factor 1.25 Peak Notch Depth 0.00 Base Notch Depth 0.00 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch (North) Base Values Adjusted Bending Stress: Fb = 850 psi Fb' = 1222 psi Cd=1.25 CF= 1.00 Cr -1.15 Shear Stress: Fv = 180 psi Fv' = 225 psi Cd=1.25 psf Modulus of Elasticity: E = • 1600 ksi E'= 1600 ksi Comp. -L to Grain: Fc --L= 625 psi Fc -1' = 625 psi Controlling Moment: 2038 ft -Ib 18.03 7.497 Ft from left support of span 2 (Center Span) Eave Span: Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -468 Ib ft 14.977 Ft from left support of span 2 (Center Span) wL-adj = Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Read Provided Section Modulus: 20.01 in3 31.64 in3 Area (Shear): 3.12 in2 16.88 in2 Moment of Inertia (deflection): 82.37 in4 177.98 in4 Moment: 2038 ft -Ib 3222 ft -Ib Shear: -468 lb 2531 Ib i lorePage yR .• . Gary Hawkins `Gary Hawkins Architect 3045 Ceres Ave, Suite 135 -,,..Chico, CA 95973 of StruCalc Version 9.0.2.5 8/30/2016 5:33:50 PM Uniform Roof Loading 5 Roof Live Load: LL = 20 psf Roof Dead Load: DL= 14 psf Slope Adjusted Spans And Loads Interior Span: L-adj = 18.03 ft Eave Span: L-Eave-adj = 2.4 ft Rafter Live Load: wL-adj = 28 plf Eave Live Load: wL-Eave-adj = 28 plf Rafter Dead Load: wD-adj = 23 plf Rafter Total Load: wT-adj = 51 plf Eave Total Load: wT-Eave-adj = 51 plf 5 t 3-0235 — 50 SHEETS — 5 SQUARES l COMET 3-0236 — 100 SHEETS 5 SQUARES 1 3-0237 — 200 SHEETS — 5 SQUARES l 3-0137 — 200 SHEETS — FILLER r ;r c- 1 � G t ' aj k S G Project: Location: RB -1 Multi -Span Roof Beam [2013 California Building Code(2012 NDS)] 5.5 IN x 13.5 IN x 30.0 FT (15.2 + 14.8) Select Structural - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 66.0% Controlling Factor: Moment DEFLECTIONS LAS Center Live Load 0.14 IN U1296 0.13 IN U1413 Dead Load 0.08 in 0.06 in Total Load 0.22 IN U836 0.19 IN U946 Live Load Deflection Criteria: 0360 Total Load Deflection Criteria: U240 REACTIONS A 13 Q Live Load 1997 Ib 5626 Ib 1941 Ib Dead Load 1550 Ib 5029 Ib 1466 Ib Total Load 3547 Ib 10655 Ib 3407 Ib Bearing Length 1.03 in 3.10 in 0.99 in BEAM DATA Lgft Center Span Length 15.25 ft 14.75 ft Unbraced Length -Top 0 ft 0 ft Unbraced Length -Bottom 15.25 ft 14.75 ft Roof Pitch 8 :12 Roof Duration Factor 1.25 Notch Depth 0.00 MATERIAL PROPERTIES Select Structural - Douglas -Fir -Larch (North) Base Values Adjusted Bending Stress: Fb = 1600 psi Fb' = 1907 psi Cd=1.25 C1=0.97 CF=0.99 Shear Stress: Fv = 170 psi Fv' = ' 213 psi Cd=1.25 Modulus of Elasticity: E = 1600 ksi E' _ 1600 ksi Comp. -L to Grain: Fc - -L = 625 psi Fc -1' = 625 psi Controlling Moment: -15993 ft -Ib Over right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: -53811b 15.0 Ft from left support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s) 1, 2 Comparisons with required sections: ]2ea'd Provided Section Modulus: 100.66 in3 167.06 in3 Area (Shear): 37.98 in2 74.25 in2 Moment of Inertia (deflection): 323.74 in4 1127.67 in4 Moment: -15993 ft -Ib 26543 ft -Ib Shear: -5381 Ib 10519 lb 'fly, page Gary Hawkins Gary Hawkins Architect / _3045 Ceres Ave, Suite 135 or StruCalc Version 9.0.2.5 8/30/2016 5:38:11 PM Roof Live Load RLL = 20 psf 20 psf Roof Dead Load RDL = 14 psf 14 psf Roof Tributary Width Side One TW1 = . 7.5 ft 7.5 ft Roof Tributary Width Side Two TW2 = 7.5 ft 7.5 ft Wall Load WALL = 0 plf 0 plf BEAM LOADING Left Center Total Live Load 300 plf 300 plf Total Dead Load (Adjusted for Roof Pitch) 252 plf 252 plf Beam Self Weight 16 plf 16 plf Total Load 568 plf 568 plf Project: Location: FTG1 Footing [2013 California Building Code(2012 NDS)j Footing Size: 1.67 FT x 1.67 FT.x 12.00 IN Reinforcement: #4 Bars @ 6.00 IN. O.C. E/W / (3) min Section Footing Design Adequate FOOTING PROPERTIES PL = Allowable Soil Bearing Pressure: Qs = 1500 psf Concrete Compressive Strength: F'c = 2500 psi Reinforcing Steel Yield Strength: Fy = 40000 psi Concrete Reinforcement Cover: c = 3 in FOOTING SIZE 2.63 sf .. Width: W = 1.67 ft Length: L = 1:67 ft Depth: Depth = 12 in Effective Depth to Top Layer of Steel: d= 8.25 in COLUMN AND BASEPLATE SIZE Allowable Bearing: Column Type: Wood Column Width: m = 6 in ' Column Depth: n= 6 in FOOTING CALCULATIONS 446 Ib Bearing Calculations: PL = 1997 Ib Ultimate Bearing Pressure: Qu = 1272 psf Effective Allowable Soil Bearing Pressure: Qe = 1350 psf Required Footing Area: Areq = 2.63 sf .. Area Provided: A = 2.79 sf Baseplate Bearing: Bearing Required: Bear = 5055 Ib Allowable Bearing: Bear -A = 99450 Ib Beam Shear Calculations (One Way Shear): Beam Shear: Vu1 = 446 Ib Allowable Beam Shear: Vc1 = 12400 Ib Punching Shear Calculations (Two Way Shear): Critical Perimeter: Bo= 57 in Punching Shear: Vu2 = 2499 Ib Allowable Punching Shear (ACI 11-35): vc2-a = 105806 Ib Allowable Punching Shear (ACI 11-36): vc2-b = 137363 Ib Allowable Punching Shear (ACI 11-37): vc2-c = 70538 Ib Controlling Allowable Punching Shear: vc2 = 70538 Ib Bending Calculations: Factored Moment: Mu = 12663 in -Ib Nominal Moment Strength: Mn = 168998 in -Ib Reinforcement Calculations: Concrete Compressive Block Depth: a = 0.55 in Steel Required Based on Moment: As(1) = 0.04 in2 Min. Code Req'd Reinf. Shrink./Temp. (ACI -10.5.4): As(2) = 0.48 in2 Controlling Reinforcing Steel: As-reqd = 0.48 in2 Selected Reinforcement: #4's @ 6.0 in. o.c. e/w (3) Min. Reinforcement Area Provided: As = 0.59 in2 Development Length Calculations: Development Length Required: Ld = 15 in Development Length Supplied: Ld-sup = 7.02 in Note: Plain concrete adequate for bending, therefore adequate development length not required. page - _Gary Hawkins t . ``'Gary Hawkins Architect PSI-% 3045 Ceres Ave, Suite 135 Chico, CA 95973 StruCalc Version 9.0.2.5 9/8/2016 2:31:18 PM LOADING DIAGRAM a F --6 in --{ 12 In CJ n n I - T 3 In J- 1.67 ft FOOTING LOADING Live Load: PL = 1997 Ib Dead Load: PD= 1550 Ib . Total Load: PT = 3547 Ib Ultimate Factored Load: Pu = 5055 Ib Weight to resist uplift w/ 1.5 F.S.: U.R. = 270 Ib Project: Location: FTG2 Footing [2013 California Building Code(2012 NDS)] Footing Size: 3.0 FT x 3.0 FT x 12.00 IN Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W / (5) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Qs = 1500 psf Concrete Compressive Strength: F'c = 2500 psi Reinforcing Steel Yield Strength: Fy = 40000 psi, Concrete Reinforcement Cover: c = 3 in FOOTING SIZE Width: W= 3 ft Length: L= 3 ft Depth: Depth = 12 in Effective Depth to Top Layer of Steel: d = 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood Column Width: m = 6 in Column Depth: n= 6 in FOOTING CALCULATIONS Bearing Calculations: • - ' 12680 Ib Ultimate Bearing Pressure: Qu = 1184 psf Effective Allowable Soil Bearing Pressure: Qe = 1350 psf Required Footing Area: Areq = . 7.89 sf Area Provided: A = 9.00 sf Baseplate Bearing: Bearing Required: Bear = 15036 Ib Allowable Bearing: Bear -A = 99450 Ib Beam Shear Calculations (One Way Shear): Beam Shear: Vu1 = 4072 Ib Allowable Beam Shear: Vc1 = 22275 Ib Punching Shear Calculations (Two Way Shear): As(2) = 0.86 in2 Critical Perimeter: Bo =' 57 in `Aft/�a L/11 Gary Hawkins Gary Hawkins Architect 3045 Ceres Ave, Suite 135 Chico, CA 95973 StruCalc Version 9.0.2.5 9/8/2016 2:32:25 PM Punching Shear: Vu2 = 12680 Ib Allowable Punching Shear (ACI 11-35): vc2-a = 105806 Ib Allowable Punching Shear (ACI 11-36): vc2-b = 137363 Ib Allowable Punching Shear (ACI 11-37): vc2-c = 70538 Ib Controlling Allowable Punching Shear: vc2 = y 70538 Ib Bending Calculations: Factored Moment: Mu = 67664 in -Ib Nominal Moment Strength: Mn = 282369 in -Ib Reinforcement Calculations: Concrete Compressive Block Depth: a = 0.51 in Steel Required Based on Moment: As(1) = 0.23 in2 Min. Code Req'd Reinf. Shrink./Temp. (ACI -10.5.4): As(2) = 0.86 in2 Controlling Reinforcing Steel: As-regd = 0.86 in2 Selected Reinforcement: #4's @ 7.0 in. o.c. e/w (5) Min. Reinforcement Area Provided: As = 0.98 in2 Development Length Calculations: Development Length Required: Ld = 15 in Development Length Supplied: Ld-sup = 15 in Note: Plain concrete adequate for bending, therefore adequate development length not required. FOOTING LOADING Live Load: PL'= 5626 Ib Dead Load: PD = 5029 Ib Total Load: PT = 10655 Ib Ultimate Factored Load: Pu = 15036 Ib Weight to resist uplift w/ 1.5 F.S.: U.R. = 870 Ib . NOTES Project: Location: JST3 ` Floor Joist [2013 California Building Code(2012 NDS)] 1.5 IN x 11.25 IN x 14.0 FT @16 O.C. #2 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 57.8% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.12 IN U1427 Dead Load 0.03 in Total Load 0.15 IN U1142 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS A 13 Live Load, 373 Ib 373 Ib Dead Load 93 Ib 93 Ib Total Load 466 Ib 466 Ib Bearing Length 0.50 in 0.50 in SUPPORT LOADS A 13 Live Load 280 plf 280 plf Dead Load 70 plf 70 plf Total Load 350 plf 350 plf MATERIAL PROPERTIES r #2 - Douglas -Fir -Larch (North) Base Values Adjusted Bending Stress: Fb = 850 psi Fb' = 978 psi Cd=1.00 CF= 1.00 Cr -1.15 Shear Stress: Fv = 180 psi Fv' = 180 psi Cd=1.00 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Comp. -L to Grain: Fc -1= 625 psi Fc --L= 625 psi Controlling Moment: 1633 ft -Ib 7.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -467 Ib At right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Section Modulus: 20.05 in3 31.64 in3 Area (Shear): 3.89 in2 16.88 in2 Moment of Inertia (deflection): 82.31 in4 244.76 in4 Moment: 1633 ft -Ib 2577 ft -Ib Shear: -467 lb 2025 lb" Decking Information Plywood Thickness: T = 3/4 in Plywood Is Glued: _ Moment of Inertia Calculations For Glued Floor: Joist Area: A -joist = 16.88 IN2 Plywood Area: A -ply = 2.08 IN2 " Section Centroid: C= 6 IN ABOVE BASE Moment of Inertia (deflection): I -comb = 245 IN4 ,Gary Hawkins Gary Hawkins Architect / - 3045 Ceres Ave, Suite 135 a er Chico, CA 95973 StruCalc Version 9.0.2.5 6/14/2016 8:29:18 AM Span Length 14 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Sheathing/sheetrock applied to bottom of joists -bottom of joists fully braced. Floor Duration Factor 1.00 JOIST LOADING Uniform Floor Loading Cen er Live Load LL = 40 psf Dead Load DL= 10 psf Total Load TL = 50 psf TL Adj. For Joist Spacing wT = 66.7 plf Project: Location: JST1 Floor Joist [2013 California Building Code(2012 NDS)] 1.5 IN x 7.25 IN x 12.33 FT @16 O.C. #2 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 1.4% Controlling Factor: Moment Live Load 0.23 IN U646 Dead Load 0.06 in Total Load - 0.29 IN U516 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS A B Live Load 329 Ib 329 Ib Dead Load 82 Ib 82 Ib Total Load 411 Ib 411 Ib Bearing Length 0.44 in 0.44 in SUPPORT LOADS A B Live Load 247 plf 247 plf Dead Load 62 plf 62 plf Total Load 308 plf 308 plf MATERIAL PROPERTIES #2 - Douglas -Fir -Larch (North) Base Values Adjusted Bending Stress: Fb = 850 psi Fb' = 1173 -psi Cd=1.00 CF= 1.20 Cr -1.15 Shear Stress: Fv = 180 psi Fv' = 180 psi Cd=1.00 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Comp. -L to Grain: Fc -1= 625 psi Fc -1' = 625 psi Controlling Moment: 1267 ft -Ib 6.16 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -411 Ib 12.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: j'2ea'd Provided Section Modulus: 12.96 in3 13.14 in3 Area (Shear): 3.43 in2 10.88 in2 Moment of Inertia (deflection): 56.23 in4 75.62 in4 Moment: 1267 ft -Ib 1284 ft -Ib Shear: -411 Ib 1305 lb Decking Information Plywood Thickness: T = 3/4 in Plywood Is Glued: Moment of Inertia Calculations For Glued Floor: Joist Area: A -joist = 10.88 IN2 Plywood Area: A -ply = 2.08 IN2 Section Centroid: C = 4 IN ABOVE BASE Moment of Inertia (deflection): I -comb = 76 IN4 J }�- page Y Gary Hawkins - s Gary Hawkins Architect •i=` 3045 Ceres Ave, Suite 135 or `yChico, CA 95973 StruCalc Version 9.0.2.5 6/14/2016 8:20:59 AM Span Length 12.33 ft Unbraced Length -Top 0 ft. Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Sheathing/sheetrock applied to bottom of joists -bottom of joists fully braced. Floor Duration Factor 1.00 JOIST LOADING Uniform Floor Loading Cen er Live Load LL = 40 psf Dead Load DL= 10 psf Total Load TL = 50 psf TL Adj. For Joist Spacing wT = 66.7 plf 8/30/2016 Design Maps Summary Report • . Design Maps Summary Report User -Specified Input - Report Title Nielsen Wed August 31, 2016 00:03:26 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) A. Site Coordinates 39.6452°N, 121.4033°W Site Soil Classification Site Class D - "Stiff Soil" ' Risk Category IM III USGS-Provided Output Ss 0.658 g SMS = 0.838 g Sus = 0.559 g _ Sl 0.256 g SM1 = 0.483 g SOI = 0.322 g _• For information on how the SS and S1 values above,have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE# Response Spectrum Design Response Spectrum 0.99 0.90 0.60 a 0.81 0.54-- 0.72--. .54 + 0.72 0.48 0.63 0.42-- 6.54 0.36 H 0.45 • to 0.30 0.36 0.24 0.27 0.19-- 0.19 _ 0.12 0.09 0.06 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period. T (sec) Period. T (sec) For PGA, T�, CRs, and CRI values, please view the detailed report. - Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is nota substitute for technical subject -matter knowledge. t �? �. 14 File '>SHEARW 5:13 PM 8/30/16 ,' ` REV. 6-17-99 Shearwall schedule ------------------ ----------------------------------------------------------------------- Description 5> Common nails >> r. '(Box nails) Seismic Wind Mark` Description HF DF HF DF 1 3/8' cdx plywood with 8d nails .213 .260 .299 .365 at 6', 12" o.c. (.173) (.211) (.292) (.296) 2 3/8' cdx plywood with 8d nails .312 .380 .936 .532 at 91, 12' o.c. (.253) (.308) (.353) (.931) 3 3/8' cdx plywood with 8d nails .902 .990 .562 .685 at 31, 12" o.c. f (.326) (.397) (.955) (.559) 9 15/32' cdx plywood with 10d nails • .259 .310 357 .935 at 61, 12' o.c. (.206) (.251) (.289) (.352) • 5 15/32' cdx plywood with 10d nails .377 .960 .529 695 at 91, 12' o.c. -(.305) (.373) (.928) (.522) 6 15/32" cdx plywood with 10d nails .992 .600 .689 - .89 at:301 12' o.c. (.399) (.986) (.558) (.680) 7 1/2' gyp bd with 5d nails wind .082 .100 " at 7" o.c. edge 6 field Unblocked seismic .091 .050 8 5/8' gyp bd with 6d nails wind .099 .115 at 7" 'o.c: edge 6 field Unblocked seismic .097' .058 9 7/8' cement plaster over expanded metal .198 .180 or woven wire lath with no. 16 gage staples, (7/8" leg) at 6' o.c. , 10 3/8' plywood siding with 8d nails .131 .160 .189 .225 at 61, 12' o.c. tk 3-0235 — 50 SHEETS — 5 SQUARES COMET 3-0236 — 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS — 5 SQUARES 3-0137 — 200 SHEETS — FILLER 13 Q WIN -6 N, r 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236 - 100 SHEETS - 5 SQUARES \ 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER lit V" 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236- 100 SHEETS - 5 SQUARES J 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER -Ti 4- -�' � •- �- ' Cyt � ' .� �, �� t"- cy QT eT IF 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236 - 100 SHEETS - 5 SQUARES ' 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER t -I ; , -, Jr SI Js L k$' S 17 ®� r I 3-0235 — 50 SHEETS — 5 SQUARES COMET 3-0236 — 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS 5 SQUARES 3-0137 — 200 SHEETS — FILLER llf r (N tra ~ t l � t zh- .j�6 � a -,a `` 68 t -'Z a� r #; V co 3-0235 — 50 SHEETS — 5 SQUARES COMET 3-0236 — 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS 5 SQUARES 3-0137 — 200 SHEETS — FILLER llf r (N _ � t zh- � a `` t -'Z a� r 3-0235 — 50 SHEETS — 5 SQUARES COMET 3-0236 — 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS 5 SQUARES 3-0137 — 200 SHEETS — FILLER llf r (N 3-0235 — 50 SHEETS — 5 SQUARES COMET, 3-0236— 100 SHEETS — 5 SQUARES J 3-0237 — 200 SHEETS — 5 SQUARES 3-0137 — 200 SHEETS — FILLER co NNI ra 0 Ar- a n v � tl N G 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236- 100 SHEETS - 5 SQUARES l I , 3-0237 - 200 SHEETS - 5 SQUARES j 3-0137 - 200 SHEETS -FILLER .� 04 41- Nl ® i r { S ® i r { S 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236 - 100 SHEETS - 5 SQUARES 1 3-0237 - 200 SHEETS - 5 SQUARES j 3-0137 - 200 SHEETS - FILLER S" t 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236 - 100 SHEETS - 5 SQUARES 1 3-0237 - 200 SHEETS - 5 SQUARES / 3-0137 - 200 SHEETS - FILLER w 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236 - 100 SHEETS - 5 SQUARES / 3 0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER } v 09 ►' Or t9 40 i 24 vi ' wc= IS,33/7- �o.olLI) c,�Q,� (S7��Z Co,�H�/ 0.30 kltt ` u e,.- ges-V2rmeol g521"FF s ry 3, S-Ff- • � . dee h , 3 ' `� r a Y Frank Glazewskl Wall'at basement 1 FRANK MGLAZEWSKI ARCHITECT•' W. n Detail Er 1-1 ft-� �--1 ft-� �--2.5 ft -i T_ N Concrete Pc = 2500 psi Rebar Fy = 40000 psi Unit Weight = 150 Ib/ft' #4 @ 12 in (S&l) #4@18 in - Check Summary Yes - - Ratio. Proyided Required. Combination Combination _. _Check _ - Stability Checks -- ASCE 7-10 (ASD) _ ...... .... . _...... ......_: ,/0.861 Overturning 1.74 1.50 0.6D + 1.OH ,/ 0.313 Bearing Pressure 3000 psf 939.5 psf 1.OD + 1.OL + 1.OH 0.559 Bearing Eccentricity 2.8 in 5 in 1.OD + 1.OL + 1.OH - Toe Checks - i........._._.__.._..._.....__..._........_..._._._....__....__....---......_._.._...._.._...__......_...._.._....---.._.....-..:.._...__.........--- Yes Neglect Soil Over Toe No ,/0.056 Shear 4.8 k/ft 0.27 k/ft ............ ........ ..........__......._._...i 1.20 + 1.6L + 1.6H ... ..................._._...._......._.....-._..-...................._.._..........................._.............._........ Yes Assume Pressure To Top Yes -- Heel Checks - No _. __...._........... _...__..._..................... ./0.151 Shear 4.8kHt 0.73ktt 1AD ,/0.125 Moment 2.5ft•k/ft 0.31ft.k/ft 1.20+1.6L+1.6H _...................._....._......_........_..........................._ -- Stem Checks -- ....... .. .._......... ..._ _ ....-...._._.._......_......_...._ _...._......_._.... ..._...._ v/0.274 Moment .................._.............._..._......._....................._._...... 1.46 ft.k/ft 0.4 ft-k/ft _.......... ._............. ......_...........................i 1.2D + 1.6L + 1.6H ............... ,/0.102 Shear 3.38 k/ft 0.34 k/ft 1.21) + 1.6L + 1.6H ,/ 0.094 Max Steel 0.0427 0.0040 1.20 + 1.6L + 1.6H ,/0.000 Min Steel 0.01 in'fin 0 in'!n 1.20 + 1.6L + 1.6H ,/ 0.667 Base Development 9 in 6 in 1.21) + 1.6L + 1.6H ,/0.900 Horz Bar Rho 0.0028 0.0025 1.21) + 1.6L + 1.6H ,/ 0.667 Horz Bar Spacing 12 in 18 in 1.2D + 1.6L + 1.6H Use basic criteria from common project settings Yes Building Code IBC 2012 Concrete Load Combs IBC 2012 (Strength) Masonry Load Combs ASCE 7-10 (ASD) Stability Load Combs ASCE 7-10 (ASD) Apply Sds Factor to Seismic Combinations for Ev No Restrained Against Sliding Yes Neglect Bearing At Heel Yes Use Vert. Comp. for OT No Use Vert. Comp. for Sliding No Use Vert. Comp. for Bearing Yes Use Surcharge for Sliding & OT Yes Use Surcharge for Bearing Yes Neglect Soil Over Toe No Neglect Ball Wt. for Coulomb No Factor Soil Weight As Dead Yes Use Passive Force for OT Yes Assume Pressure To Top Yes Extend Backfill Pressure To Key Bottom No Use Toe Passive Pressure for Bearing No Required F.S. for OT 1.50 Required F.S. for Sliding 1.50 Has Different Safety Factors for Seismic No Allowable Bearing Pressure 3000 psf Req'd Bearing Location Middle third Wall Friction Angle 25° Friction Coefficent 0.35 Soil Reaction Modulus 172800 Ib/V 2:( QuickRWall 5.0 (iesweb.com) F:\FrankLActive jobs\16-041 Hawkins -...\Retaining walls.rwd Page 1 of 2 Thursday 09/01/16 3:32 PM DL=0.16 k/ft, LL=0.31 k/ft Loading Options/Assumptions 4 Passive pressure neglects top 0 ft of soil. �c 14` y = 100 Ib/ft' � 7er•P = 35 Ib/ft' � ri ri 4 I �I = 100 Ib/ft' YEFP = 150 Ib/ft' r IBC 2012 (Strength) 1.21) + 1.61. + 1.6H 1.2D+1.61.+0.91-1 1.21) + 0.51. + 1.6H 1.20+0.51.+0.9H 1.21) + 1.6H 1.21) + 0.9H 0.91) + 1.61-1 0.91) + 0.91-1 1.41) QuickRWall 5.0 (iesweb.com) F:\FrankLActive jobs\16-041 Hawkins -...\Retaining walls.rwd Page 2 of 2 Thursday 09/01/16 3:32 PM