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Home My WebLink AboutB17-0459 041-360-093E�N;GtI:NEEARP INN,G NOTE: RISE SHALL BE MAX 7.75" RUN SHALL BE 10" MIN. NEW LANDING t" HANDRAIL 34" TO 38" ABOVE TREAD NOSING r-. le- cc BUTTE COUNTY F4y� M R,c� BUILDING DIVISION APPROVED �, Z -) C5 9 ADDENDUM NO. 2685.1 s�qT civil_ FOFCA�� 4 ROGER & HELEN CAIN 45 SCENIC VIEW DR. JOB NO.: 2685 DATE: 4/27/17 CHECKED BY: JMR OROVILLE, CALIFORNIA PAGE: 1 OF 1 60 Independence Circle, Ste. 201 Chico, CA 95973 Ph: (530) 892-1100 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cain Addition Calculation Date/Time: 16:33, Mon, Apr 24, 2017 Calculation Description: Cain Addition Input File Name: Cain Addition.ribd16 CF1 R -PRF -01 Page 1 of 9 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 - 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 finsBVI-TE 00 • New ductwork added is less than 40 ft. in length MARION Registration Number: 217-P010133683A 000 000-0000000-0000 Registration istration Date/Time: 2017-04-24 16:48:42 9 R rovider: �V CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-02172017-695 Report Generated at: 2017-04-24 16:35:15 It Co�y ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDVIft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 37.80 39.05 -1.25 -3.3% Space Cooling 101.64 99.39 2.25 2.2% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 24.45 24.45 0.00 0.0% Photovoltaic Offset — 0.00 0.00 — Compliance Energy Total 163.89 162.89 1.00 0.6% 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 finsBVI-TE 00 • New ductwork added is less than 40 ft. in length MARION Registration Number: 217-P010133683A 000 000-0000000-0000 Registration istration Date/Time: 2017-04-24 16:48:42 9 R rovider: �V CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-02172017-695 Report Generated at: 2017-04-24 16:35:15 It Co�y CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cain Addition Calculation DatelTime: 16:33, Mon, Apr 24, 2017 Calculation Description: Cain Addition Input File Name: Cain Addition.ribdl6 CF1 R -PRF -01 Page 2of9 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 — 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 Cain Addition 1936 1 2 2 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 House Conditioned : "Ex System :"1449. 9 " DHW System 3 Addition Conditioned HVAC System 2 487 8 DHW System 3 Registration Number. 217-P010133683A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration DateMme: 2017-04-2416:48:42 Report Version - CF1 R-02172017-695 HERS Provider. CaICERTS Inc. Report Generated at: 2017-04-24 16:35:15 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cain Addition Calculation DateiTime: 16:33, Mon, Apr 24, 2017 Calculation Description: Cain Addition Input File Name: Cain Addition.ribd16 CFI R -PRF -01 Page 3 of 9 OPAQUE SURFACES 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Status Verified Existing Condition Ex Wall Front House Wall R-19 90 Front 90 0 90 Existing No Ex Wall Left House Wall RA9 180 Left 608 74 90 Existing No Ex Wall Back House Wall R-19 270 Back 288 20 90 Existing No Ex Wall Right House Wall R-19 0 Right 608 52 90 Existing No Ex Wail 265 House Wall R-19 355 265 225 78 90 Existing No Ex Wall 100 House Wall R-19 190 100 225 78 90 Existing No Ceiling (below attic) House R-38 Ceiling 459 Altered N/A Floor Over Crawlspace House Floor R-19 990 Existing No Add Wall Left Addition Wall R-19 180 Left 148 0 90 New N/A Add Back Wall Addition Wall R-19 270 Back 120 0 90 New N/A Add Wali Right Addition Wall R-19 0 _Right 172 0 90 New N/A Add Wall Front Addition Wall R-19 90 Front 16 0 90 New N/A Add Wall 265 Addition - Wall R-19 355 265. 96 40.02 90 New N/A Add Wall 100 Addition Wall R-19 190 100 96 24 90 New NIA Floor Over Crawlspace 2 Addition Floor R-19 200 New NIA Gar Wall Front Garage Wali RO 90 Front 48 18 90 Existing No Gar Wall Right Garage Wall RO 0 Right 216 128 90 Existing No Gar Wall Back Garage Wall RO 270 Back 216 0 90 Existing No Gar Wall Left Garage Wall RO 180 Left 216 J 0 90 Existing No Gar To House Garage»House Int Wall R-19 162 18 Existing No Gar Attic Garage Attic R-0 576 Existing No OPAQUE SURFACES — Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 12 13 Name Zone Type Orientatio n Area (ft2) Skylight Area (ft2) Roof Rise (x in 12) Roof Pitch Roof Tilt(deg) Roof Reflectan ce Roof Emittance Framin g Factor Status Verified Existing Condifion Cathedral Ceiling 1 House Cath Ceiling R-30 Left 183 0 12 1 45 0.1 0.85 0.1 Existing No Cathedral Ceiling 2 House Cath Ceiling R-30 I Right 1 183 1 0 12 1 45 0.1 0.85 1 0.1 1 Existing No Registration Number. 217-P010133683A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Dateffime: 2017-0424 16:48:42 Report Version - CF1 R-02172017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-04-24 16:35:15 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cain Addition Calculation Date/Time: 16:33, Mon, Apr 24, 2017 Calculation Description: Cain Addition Input File Name: Cain Addition.ribd16 CF1 R -PRF -01 Page 4 of 9 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 Asphalt Shingle Roof -user -2 Ventilated 6 0.1 0.85 No No Existing No Garage Attic Asphalt Shingle Roof Ventilated 6 0.1 0.85 No No New No Registration Number. 217-P010133683A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration DateTme: 2017-04-24 16:48:42 Report Version - CF1R-02172017-695 HERS Provider: CaICERTS Inc. Report Generated at: 2017-04-24 16:35:15 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cain Addition Calculation Date/Time: 16:33, Mon, Apr 24, 2017 Calculation Description: Cain Addition Input File Name: Cain Addition.ribd16 CFI R -PRF -01 Page 5 of 9 FENESTRATION / GLAZING 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 Ex L1 Ex Wall Left (Left -180) - - 1 20.0 0.33 0.33 Insect Screen (default) Existing No Ex L2 Ex Wail Left (Left -180) - - 1 12.0 0.33 0.33 Insect Screen (default) Existing No Ex L3 Ex Wail Left (Left -180) - - 1 20.0 0.33 0.33 Insect Screen (default) Existing No Ex L4 Ex Wall Left (Left -180) - - 1 6.0 0.33 0.33 Insect Screen (default) Existing No Ex L5 Ex Wall Left (Left -180) - - 1 16.0 0.33 0.33 Insect Screen (default) Existing No Ex B1 Ex Wall Back (Back -270) - - 1 20.0 0.33 0.33 Insect Screen (default) Existing No Ex R1 Ex Wall Right (Right -0) - - 1 12.0 0.33 0.33 Insect Screen (default) Existing No Ex R2 Ex Wall Right (Right -0) - - 1 8.0 0.33 0.33 Insect Screen (default) Existing No Ex R3 Ex Wali Right (Right -0) - - 1 8.0 0.33 0.33 Insect Screen (default) Existing No Ex R4 Ex Wall Right (Right -0) - - 1 8.0 0.33 0.33 Insect Screen (default) Existing No Ex R5 Ex Wall Right (Right -0) - - 1 ,. 8.0 0.33 0.33 Insect Screen (default) Existing No Ex R6 Ex Wall Right (Right -0) ` - - 1 8.0 0.33 ' 0.33 Insect Screen (default) Existing No Ex C1 Ex Wall 265 (- specify -355) - - 1 42.0. 0.33 0.33. Insect Screen (default) Existing No Ex C2 Ex Wall 265 (- specify -355) -- 1 ,11.0 x 0.33 K,, 0.33 Insect Screen (default) Existing No Ex C3 Ex Wall 265 (- specify -355)' - - 1 11.0 0.33 0.33 Insect Screen (default) Existing No Ex C4 Ex Wall 265 (- specify -355) - - 1 4.0 0.33 0.33 Insect Screen (default) Existing No Ex C5 Ex Wall 265 (- specify -355) - - 1 10.0 0.32 0.25 Insect Screen (default) Existing No Ex C6 Ex Wall 100 (- specify -190) - - 1 42.0 0.33 0.33 Insect Screen (default) Existing No Ex C7 Ex Wall 100 (- specify -190) - - 1 11.0 0.33 0.33 Insect Screen (default) Existing No Ex C8 Ex Wall 100 (- specify -190) - - 1 11.0 0.33 0.33 Insect Screen (default) Existing No Ex C9 Ex Wall 100 (- specify -190) - - 1 4.0 0.33 0.33 Insect Screen (default) Existing No Ex C10 Ex Wall 100 (- specify -190) - - 1 10.0 0.33 0.33 Insect Screen (default) Existing No Add C1 Add Wall 265 (- specify -355) 6.0 6.7 1 40.0 0.33 0.33 Insect Screen (default) New N/A Add C2 Add Wall 100 (- specify -190) 6.0 4.0 1 24.0 1 0.33 0.33 1 Insect Screen (default) New NIA OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2) U -factor Status Verified Existing Condition Registration Number. 217-P010133683A-000-000-0000000-0000 Registration Date/Time: 2017-0424 16:48:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-02172017-695 Report Generated at: 2017-0424 16:35:15 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cain Addition Calculation Date/Time: 16:33, Mon, Apr 24, 2017 Calculation Description: Cain Addition Input File Name: Cain Addition.ribd16 CF1 R -PRF -01 Page 6 of 9 OVERHANGS AND FINS 01 02 03 04 05 06 07 01 02 03 04 05 06 07 08 09 10 11 12 13 1 14 Overhang Left Fin Right Fin Attic Roofs Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up Add C1 6.5 0.5 1 5 0 0 0 0 0 0 0 0 0 Add C2 6.5 0.5 3 3 0 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers - Cavity/ Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 - Roof Deck Wood Siding/sheathing/decking Asphalt Shingle Roof -user -2 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 - Roofing: Light Roof (Asphalt Shingle) - Inside Finish: Gypsum Board - Cavity/Frame: no insul. /2x4 Wall RO Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 - Exterior Finish: 3 Coat Stucco - Inside Finish: Gypsum Board Ceilings (below - Cavity/Frame: R-9.1 /2x4 R-38 Ceiling attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. " R 38 0.025 - Over Ceiling Joists: R-28.9 insul. - Floor Surface: Carpeted Floors Over - Floor Deck, Wood Siding/sheathing/decking Floor R-19 Crawlspace Wood Framed Floor 2x12 @ 16 in. O.C. R 19 0.045 - Cavity/Frame: R -19/2x12 - Inside Finish: Gypsum Board - Cavity/Frame: R -19/2x6 Int Wall R-19 Interior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R19 0.067 - Other Side Finish: Gypsum Board Ceilings (below - Inside Finish: Gypsum Board Attic R-0 attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. none 0.472 - Cavity/Frame: no insul. /2x4 - Cavity/Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 - Roof Deck. Wood Siding/sheathing/decking Asphalt Shingle Roof Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 - Roofing. Light Roof (Asphalt Shingle) - Inside Finish: Gypsum Board - Cavity/Frame: R -19/2x6 - Exterior Finish: Wood Wall R-19 Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.069 Siding/sheathing/decking - Inside Finish: Gypsum Board - Cavity/Frame: R -30/2x12 - Roof Deck. Wood Siding/sheathing/decking Cath Ceiling R-30 Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C. R 30 0.036 - Roofing: Light Roof (Asphalt Shingle) Registration Number. 217-P010133683A-000-000-0000000-0000 Registration DateTme: 2017-04-24 16:48:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - MR -02172017-695 Report Generated at: 2017-04-24 16:35:15 WATER HEATERS 01 02 03 04 CFI R -PRF -01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Tank Type Number of Units Gas Storage Gas I Small Storage Calculation DatelTime: 16:33, Mon, Apr 24, 2017 Tank Location or Ambient Condition 40 Page 7 of 9 Project Name: Cain Addition n/a n/a n/a n/a Ex System Calculation Description: Cain Addition Heat Pump System 1 Input File Name: Cain Addition.ribdl6 HVAC Fan 487 Altered No HVAC System 2 SLAB FLOORS 05 06 07 08 09 01 02 03 04 Verified Perimeter Carpeted Existing Zone Area (ft2) (ft) Edge insul. R -value Fraction Heated Status Condition Name Addition 1 287 25.5 None 0.8 No I New I No Slab On Grade BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required — WATER HEATING SYSTEMS 06 07 08 01 02 03 04 05 Solar Number of Fraction Verified Existing Name System Type Distribution Type Water Heater Heaters N Status Condition Standard Gas Storage 1 1 -none - Existing No DHW System 3 DHW WATER HEATERS 01 02 03 04 09, Name Heater Element Type Tank Type Number of Units Gas Storage Gas I Small Storage 1 SPACE CONDITIONING 05 06 07 08 09, 10 11 -Tank Volume (gal) i „, Energy Factor or Efficiency Input Rating/Pilot Tank Insulation R -value (Int/Ext) Standby Loss I Recovery Eff NEEA Heat Pump Type Tank Location or Ambient Condition 40 0.6 EF 40000 Btu/hr n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 02 System Type 03 Heating System Name Ducted 04 Cooling System Name Ducted 05 Distribution System 06 Fan System 07 Floor Area Served 08 Status 09 Verified Existing Condition 01 Name Other Heating and Cooling System Heat Pump Heating and Cooling System Ex Furnace Heat Pump System 1 Yes Ex Cooling Yes Ducts HVAC Fan 1449 Existing No Ex System No Heat Pump System 1 No HVAC Fan 487 Altered No HVAC System 2 Registration Number. Registration DateTme: 2017-04-2416:48:42 HERS Provider: CaICERTS Inc. g 217-P010133683A-000-000-0000000-0000 Re ort Generated at: 2017-04-24 16:35:15 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-02172017-695 p i I CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Cain Addition Calculation Date/Time: 16:33, Mon, Apr 24, 2017 Page 8 of 9 Calculation Description: Cain Addition Input File Name: Cain Addition.ribd16 /AC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Ex Furnace CntdFumace - Fuel -fired central furnace 75 AFUE HVAC - HEATING SYSTEMS: Heat Pumps p system 7.06 01 02 03 04 05 06 Heating HVAC - DISTRIBUTION SYSTEMS Type HSPF/COP 01 02 Cap 47 OS Cap 17 SEER Name DuctlessMultiSplitHeatPump - Supply Duct Location 11 Verified Existing HERS Bypass Duct Status Condition Verification 12600 Duct Leakage R -value 8000 23 Heat Pump System 1 Ductless multi -split heat pump Ducts located in attic Existing (not 6.0 Attic Attic None Existing +New No N/A Ducts (Ventilated and specified) HVAC - COOLING SYSTEMS 01 02 03 04 05 06 Efficiency 01 02 Multi -speed Name System Type EER SEER HERS Verification Zonally Controlled Compressor S IitAirCond - Split air conditioning HVAC Fan - 8 . No No O7 Cooling EER 13 07 HERS Verification N/A Ex Cooling p system 7.06 HVAC - DISTRIBUTION SYSTEMS 10 01 02 03 04 OS 06 - 07 08 09 Insulation Supply Duct Location Return Duct Location Verified Existing HERS Bypass Duct Status Condition Verification Name Type Duct Leakage R -value Ducts located in attic Existing (not 6.0 Attic Attic None Existing +New No N/A Ducts (Ventilated and specified) Unventilated) HVAC - FAN SYSTEMS & HERS VERIFICATION 01 02 03 04 Type Fan Power (Watts/CFM) HERS Verification Name HVAC Fan Single Speed PSC Furnace Fan 0.58 -- IAQ (Indoor Air Quality) FANS 05 01 02 03 04 IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%,) HERS Verification Name Default 0 Not Required SFam IAQVentRpt 0 Registration Number: 217-P010133683A-000-000-0000000-0000 Registration Date/Time: 2017-04-24 16:48:42 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-02172017-695 HERS Provider. CaICERTS inc. Report Generated at: 2017-04-24 16:35:15 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cain Addition Calculation Date/Time: 16:33, Mon, Apr 24, 2017 Calculation Description: Cain Addition Input File Name: Cain Addition.ribdl6 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: Martin Alvis Company: Signature Date: M & T Energy Analyst 2017-04-24 16:47:40 Address: CEA/HERS Certification Identification (If applicable): P.O. Box 534 City/State/Zip: Phone: Chico, CA 95927 530-990-0030 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. 1 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 application. Responsible Designer Name: Responsible Designer Signature' Cash Colby Company: Date Signed: s Plans and Designs by Cash Colby 2017-04-24 16:48:4�2 Address: License: po box 915 n/a City/State/Zip: Phone: oroville, CA 95965 530-533-1510 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number. 217-P010133683A-0004000-0000000-0000 Registration Date/Time: 2017-04-24 16:48:42 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-02172017-695 RE '1Y a r Easy to Verify at CaICERTS.com HERS Provider: CaICERTs Inc. Report Generated at: 2017-04-24 16:35:15 Cash Colby, Plans and Design. PO Box 915 Oroville, Ca. 95965 530-533-1510 Butte County Building Dept. 7 County Drive Oroville, Ca. 95965 530-538-2140 Efrain Ruvalcaba Q q5 7 A Title 24 has been completed for this design compliance. Required notes have been added to revised plans. April 7, 2017 All notes you asked for have been revised or expanded for your format. oi;l BUTTE COUNTY APR 10 2017 DEVELOPMENT SERVICES I must say that a careful examination of my notes would have saved time. For example where I say grade must fall a min of 5% for 10 feet, you ask that to be corrected to say 6" within first 10', 5%. Redundant. Also where I note a min of 18x24 underfloor access and show a 20 door, you require I further not a 16x24" perimeter min access. Noted but redundant. Fall protection for a 6040 window w/ 6x12 hdr is not applicable. Wall finish note for a Manufactured tub/shr is not applicable but noted. However you'll find plans are revised to suite. Cash Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR ] 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Office (530) 538-7785 Fax www.buttecounty.net March 22, 2017 Jim Crew and Sons General Contracting Po Box 3939 Paradise, CA 95967 Assessor Parcel Number: 041-360-093 Building Permit Number: B17-0459 Plan Check #1 Description: Addition of New Game Rm with Bathroom Occupancy Classification: Construction Type: Stories: Fire Sprinklers: Building Total Area: R-3 V -B 2 No R-3 @ 487 (Addition) DEVEMPMEN? SERVICES Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two revised plan sets with your response. ARCHITECTURAL COMMENTS: Amend the plans to add a note that wall and ceiling finishes shall have a flame spread index of not greater than 200 and a smoke -developed index of not greater than 450. C.R.C. Section R302.9.1. Amend the plans to indicate that the floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface and such wall surfaces shall extend to a height of not less than 6 feet above the floor. C.R.C. Section R307.2. Specify the height of the game room window. If window is less than 24" above the floor and more than 72" above finish grade show compliance with window fall protection per CRC R312.2 Add a note on the plans that lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet, 5%. C.R.C. Section R401.3. Amend the plans to show the required under -floor ventilation. C.R.C. Section R408.1. Provide calculations on the plans to show the required total of under -floor ventilation area to be provided. Minimum net area of ventilation openings shall not be less than 1 s. f. for each 150 s. f. of under -floor area. 6. Amend the plans to indicate that at least one under -floor ventilation opening shall be within 3 feet of each corner of the building. C.R.C. Section R408.1. Amend the plans to provide access to all under -floor space. C.R.C. Section R408.4. A. Access thru the floor shall be a minimum of 18 inches by 24 inches. B. Access thru a perimeter wall shall be not less than 16 inches by 24 inches. ENERGY COMMENTS 8. Provide energy CFIR forms for the addition. You can either provide computer based energy calculations or prescriptive method. Forms can be found in the Energy Commission web page. ANote on the plans that all lighting control devices and systems, ballasts, and luminaries must meet the applicable requirements of Section 110.9. At outdoor lighting, amend the plans to show all lights permanently mounted to the residential building or to other buildings on the same lot are to be A. High efficacy luminaries and B. Controlled by a manual on and off switch and LControlled by a photocell and motion sensor, or 2.Photo control, or 3.Astronomical time clock, or 4.Energy management control system (EMCS). CALGREEN COMMENTS Please provide a Construction Waste Management form. CalGreen Section 4.408. Please submit a (2016 CalGreen) Residential Mandatory Measures Check list. �. For Interior Moisture Control, please specify a 6 -mil polyethylene vapor retarder with joints lapped not less than 6 inches between the base course or sub grade and the concrete floor slab per CRC Section R506.2.3 and a "Capillary Break". 2016 CalGreen Section 4.505.2.1. Capillary Break: A capillary break shall be installed in compliance with at least one of the following: A. A 4 -inch thick base of 1/2 inch or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. B. Other equivalent methods approved by the enforcing agency. C. A slab design specified by a licensed design professional. The Department of Development Services is currently open to the public from 8:00 am to 3:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to http://www.biittecounty.net/dds and clicking Building Permits Status. Efrain Ruvalcaba Plans Examiner (530) 538-2875 eruvalcabagbuttecount .net 2016 CALGreen Residential Mandatory Measures This checklist applies to newly constructed buildings, additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, orsize. The requirements shall only apply to and or within the specific area of the addition or alteration. = `(2016 CGBSC 301.1.1) ***Note 2016 CGBSC 301.1.1: On and after 11112014, residential buildings undergoing permitted alterations, additions or improvements shall replace noncompliant plumbing fixtures with water - conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of certificate of final completion, certificate of occupancy or final permit approval by the local building department. Feature or Measure Required z fB c A plan is developed and implemented to manage storm water drainage during construction. CGBSC 4.106.2. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings CGBSC 4.106.3. Provide capability for electric vehicle charging in one and two-family dwellings and in townhouses with attached private garages; and 3 percent of total parking spaces, as specified, for multifamily dwellings. 15 fn g f f i s-• �y`J VY i SM Building meets or exceeds the requirements of the California Building Energy Standards. CGBSC 4.201.1. 42 , s MUM d z gt Vit, z Water closets. The effective flush volume of all water closets shall not exceed 1.28 gpf. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125gpf and floor mounted or other urinals shall not exceed 0.5 gpf. Single showerheads. Showerheads shall have a max. flow rate of not more than 2.0 gpm at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gpm at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Residential lavatory faucets. The max. flow rate of residential lavatory faucets shall not exceed 1.2 gpm at 60 psi. The min. flow rate of residential lavatory faucets shall not be less than 0.8 gpm at 20 psi. Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. Kitchen faucets. The max. flow rate of kitchen faucets shall not exceed 1.8 gpm at 60 psi. Checklists\Green Building Page 1 of 3 02/10/2017 2016 CALGreen Residential Mandatory Measures Checklist (Cont'd) Feature or Measure Required 24,QUtdob Wat M&M 04M ' ' _M� i�AdW W� 114."k- '&'A !i'�i New residential developments with an aggregate landscape area equal to or greater than 500 sq ft shall comply with one of the following options: 1. A local water efficient landscape ordinance or the current California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO), whichever more stringent; or 2. Projects with aggregate landscape areas less than 2,500 sq ft may comply with the MWELO Appendix D Prescriptive Compliance Option. YN M. Ti, 10146dteod _u 07MRST9. S-RE OWN Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. 00" Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition waste in accordance with one of the following: -.-Comply -with -a m ore-string ent -local construction--and -demolition -waste management ordinance; or 2. A construction waste management plan, per Section 4.408.2; or 3. A waste management company, per Section 4.408.3; or 4. The waste stream reduction alternative, per Section 4.408.4. 6h p g ,Operaw O&M Manual: An operation and maintenance manual shall be available in the building at the time of final inspection. Recycling by Occupants: Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. See exception for rural jurisdictions. 0. _1101124, WIM, I vx i, t1119111". IM Lq Kii_ A 4 t - - Any installed gas fireplace shall be direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. .6 ro f k 13311�31` V Duct openings and other related air distribution component openings shall be covered during construction. Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds shall comply with statewide VOC standards and other requirements. Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.2 Check lists\Green Building Page 2 of 3 02/10/2017 2016 CALGreen Residential Mandatory Measures Checklist (Cont'd) Feature or Measure Required Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other toxic comDounds. Carpet and carpet systems shall be compliant with VOC limits. 4.504.3 At least 80% of floor area receiving resilient flooring shall comply with specific VOC criteria. Hardwood plywood, particleboard and medium density fiberboard (MDF) used on interior or exterior of the building shall comply with formaldehyde emission standards. Documentation shall be provided to the City building inspector verifying that compliant materials have been used. 1 ConcreteSlabFoundations: Vapor retarder and capillary' break is installed at slab - on -grade foundations. Moisture content of building materials used in wall and floor framing shall not exceed 19% before enclosure. Moisture content shall be verified in compliance with CGBSC 4.505.3. Indoor Air Quality and Exhaust (4.506) Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate outside. Unless functioning as a component of a whole house ventilation system, bathroom exhaust fans must be controlled by a humidity control adjustable between a relative humidity range of 50% 80% r amental Cpttfo 7 §� P_ s 3, ��' Duct systems are sized, designed, and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 or equivalent. 2. Size duct systems according to ANSI/ACCA 1 Manual D-2014 or equivalent. 3.Select heating and cooling equipment according to ANSI/ACCA 3 Manual S- 2014 or equivalent. HVAC system installers are trained and certified in the proper installation of HVAC systems. Special inspectors employed by the enforcing agency must be qualified and able to demonstrate competence in the discipline they are inspecting t V .t .r 1h , •� '� R (� 3 �r � .tv -- �i�.� Uer�ficaion ;�,�� , 1.,. '�1 .` _ v.�, _ .� Verification of compliance with this code may include construction documents, plans specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency, which show substantial conformance. Checklists\Green Building Page 3 of 3 02/10/2017 I e_:.. V)h0V% 1.101F TIT lJtW A'M546AT PAJ01N /,N,�011 %AXayn � - ♦ WINDOWS AND GLASS: 1. ALL WINDOWS ARE VINYL DUAL GLAZED, LOW E, AND SIZED AS NOTED. 2. TEMPERED SAFETY GLAZING IS NOTED AS "TEMPD." — SAFETY GLAZING SHALL BE PROVIDED IN ALL AREAS SUBJECT TO HUMAN IMPACT SUCH AS: A GLASS SLIDING DOORS. B. GLASS LOCATED -WITHIN 24" OF A DOOR. C. GLASS WITHIN 18" OF FLOOR. D. SHOWER AND TUB ENCLOSURES. t� r1DT104 '_t -t Deo' U UCT?ICA' 5�6daTalc 2.. hOV WAIL OIJEf - r Type of Construction [ ENG N. 9 -PO - - WALLL" (SCONE) V - — - - - - - - - ..... - ® txCE55E7 LIGHf -10.5W LEV / 780 [)JWN5 ME \CS5)• - - Exifoo1.' WALL Lar, -13W FLOP. mxo CELL MSG R � CFI GPOI,LIG FAIA.fawf Th. I 1--� �� A� 5 %WCH ( 3 - 3 WAY) 26 �— 555 ® FOSfS n IAQ FAN (EH %fO Ct51GE) (5rr NOT5) ®gin SMOKE-CAP130N MONOXIDE GEfECfOP /A PPM V E,�paaJT VAN - VENT?M, WALL ,Atm 01rw61zK- ;46`011 . N AY&AW.- (olva "rwo e) BUTTE COUNTY APR 10 20171 DEVELOPNIINr SERV= 1317-atis, tr.pr . __t - 5 LATERAL BRACING: THE ENTIRE EXTERIOR WALL SHEATHING IS CONTINUOUS PLY WOOD PER NOTES BELLOW AND NOTED ON THE FLOOR PLAN. V�1r�DvW 3f tmz- ' o o THE NEW INFILL WALL COMPLIES W1 TABLE 602.10.1.3. AND SHALL BE(% G� 6X12 � BRACED PER NOTE BELLOW AS INDICATED. /'� DENOTES EXISTING 3/8" MIN APA RATED PW OR OSB SHEETING OVER 2X6 STUDS SPACED 16"O/C. NAILING = 8d VCS 6" O/C EDGE (EN} AND 12"OIC FIELD. BLOCK ALL PW EDGES FOR EDGE NAILING WHERE NEW VENTS ARE PROVIDED. DENOTES NEW 1/2" GYP BOARD APPLIED TO 2X6 FRAMING 16"oc. NAILING = 11/4" X 5d NAILS OR SCREWS PER TABLE R 702.3.5. L= BRACE PANEL LENGTH. S HAWD 44 Tw-rtiloIiA ta�iw, NFVA EXISTING NEW AREA: AREA = 505SF MIN NFVA= 3.4 PROVIDE MIN (3)14X18 GABLE VENTS= 4.5 NFVA= 4.5 OK I,." �+ '. IZO jA PiTo T;W'VrrI04 EXISTING LANDING AND STAIRS: THE EXISTING LANDING, STAIR, AND RAILS ARE COMPLIANT WITH 2016 CRC. THEY WILL SERVE THE EXISTING SLIDING DOOR EXIT. 1. THE EXISTING LANDING EXCEEDS 36" IN DEPTH AND IS THE FULL WIDTH OF THE DOOR. 2. THE MAX. RISE IS 7.75° AND MIN. TREAD IS 10" R311.7.4. 3. THE HAND RAIL IS 34" MIN, AND 38" MAX IN HEIGHT AND SHALL COMPLY WI R311.7.7. Vr ALL CONNECION5 E. r% & 5fEM WALL f0 NEW: #4 GO -'L X'56"w/ 4" EMT -9 f0 E. f&P 5EE FDUNGArON NOM I I ® 5E CAIN PIPE f0 GAYLITE PPOVI� 51MP50N %f EPDXY PEP MFG 5PEC � =y y ---------------------- = N, 8" 5SM WA 1 & 121 IX 12" CONE FTG _�.�o LL - IF-- wark C® PEP I - �I rYr � it I i N. 4" C091C SLAG PEI' NM5 i I N 8" 40 H WALL & 121 IX 12" CON` FTG 'r-/- I I N. 2X4 Pf 5ILL - I L1325 fYP N 3/" APA PW ME NGV -5 �--- — N. 2X816" ° I N. 2x10.En6EP L _ • ./ -5� 5 E. 2X6 PONY WALL ON 8" 511T W.&_ t w/ i x lei' CONE yZ VENTILATION NOTES: ALL VENTS ARE CORROSION RESISTANT, MIN.1/16" MAX. 118" SCREEN. GABLE VENTS ARE NOTED AS "GV. GABLE VENTS ARE LOUVERED AS PER CRC 327.6.2. FOUNDATION VENTING: MIN NFVA PER VENT =1 SF. PROVIDE LOUVERED GABLE END VENTS FOR FOUNDATION VENTING. LOCATE VENTS SO AS TO PROVIDE CROSS VENTILATION. AT LEAST ONE UNDER -FLOOR VENTILATION OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. C.R.C. SECTION R408.1. NFVA NEW AREA: PROVIDE A MIN. NET FREE VENT AREA 11150 OF AREA. AREA = 240 SQ FEET. 14X18" VENT = 1.5SF. MIN. VENTS REQUIRED =1.6 (1) 18X24" MIN FOUNDATION VENT= 1.75 (2) 14X18" GABLE VENTS= 3.0 NFVA= 4.7 OK Scope of work: The existing home is a 2 story wood framed structure built in 2007 in compliance with the 2004 CBC. It has a raised sub floor with room for the proposed addition. The project is an infill of an existing underfloor area for use as living space consisting of a game room and bathroom. The existing area shall have a new floor. This floor shall be wood framed for a portion and partial slab due to required wood to grade clearances. An existing post and footing shall be retrofitted per the plan to allow the installed new slab. All infill is non bearing. The window and door openings and headers are existing. Windows are upgraded to comply with prescribed Ca Energy Code. All new insulation shall comply with 2016 Ca Energy code. The room shall be served by the existing HVAC. An extended R-8 service duct and return shall be provided. The ducts combined lengths do not exceed 40'. There is an existing compliant landing at the door. All new work shall comply with the 2016CRC. There are no alterations of the existing methods of bracing as part of this work. The work does not impose additional loads that reduce the performance of the building. Mandatory Code upgrades to existing: The home has been inspected in March 2016 (616-1065) and the Smoke Detectors and Carbon Monoxide Detector shall be verified compliant shall be compliant with the notes and R314.3.1. And R315.2.2. The water heater shall be verified with approved seismic strapping. The 2016 CGBSC is applicable to the new portions of this project. New faucets, and toilets shall comply with WS1 And WS2 compliance forms. THE 2016 CALIF RESIDENTIAL CODE, CEC, CPC, CMC, AND CA. ENERGY CODE ARE APPLICABLE TO THE NEW PORTIONS OF THIS PROJECT. THIS DESIGN COMPLIES WITH THE 2016 CA ENERGY CODE ENERGY EFFICIENCY STANDARDS CHAPT 9 ADDITIONS AND ALTERATIONS: A TITLE 24 IS NOT REQUIRED FOR THIS DESIGN. A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS ADDITION. R313.2 Exception: "not required for additions to existing buildings that are not already provided with an automatic residential sprinkler system." THE 2016 CALIF. GREEN BUILDINGS STANDARDS CODE IS APPLICABLE TO THE NEW PORTIONS OF THIS PROJECT. A CHECKLIST IS ATTACHED AS PART OF THIS PLAN. Design: New Construction (Infill) Seismic Design Category: SDC -Do Wind design speed =110 mph - 3 second wind gust Exposure B Roof = 20 LL 10DL psf. Floor= 4OLL 20DL psf. Foundation allowable bearing =1500psf Conventional wood framing. Specific Use - r Type of Construction [ ENG N. 9 -PO I Total Sq Ft SFR - — - - - - - - - ..... - 1449 �, l� 1936 N. WOOD FLOOD O W W 0 ,Atm 01rw61zK- ;46`011 . N AY&AW.- (olva "rwo e) BUTTE COUNTY APR 10 20171 DEVELOPNIINr SERV= 1317-atis, tr.pr . __t - 5 LATERAL BRACING: THE ENTIRE EXTERIOR WALL SHEATHING IS CONTINUOUS PLY WOOD PER NOTES BELLOW AND NOTED ON THE FLOOR PLAN. V�1r�DvW 3f tmz- ' o o THE NEW INFILL WALL COMPLIES W1 TABLE 602.10.1.3. AND SHALL BE(% G� 6X12 � BRACED PER NOTE BELLOW AS INDICATED. /'� DENOTES EXISTING 3/8" MIN APA RATED PW OR OSB SHEETING OVER 2X6 STUDS SPACED 16"O/C. NAILING = 8d VCS 6" O/C EDGE (EN} AND 12"OIC FIELD. BLOCK ALL PW EDGES FOR EDGE NAILING WHERE NEW VENTS ARE PROVIDED. DENOTES NEW 1/2" GYP BOARD APPLIED TO 2X6 FRAMING 16"oc. NAILING = 11/4" X 5d NAILS OR SCREWS PER TABLE R 702.3.5. L= BRACE PANEL LENGTH. S HAWD 44 Tw-rtiloIiA ta�iw, NFVA EXISTING NEW AREA: AREA = 505SF MIN NFVA= 3.4 PROVIDE MIN (3)14X18 GABLE VENTS= 4.5 NFVA= 4.5 OK I,." �+ '. IZO jA PiTo T;W'VrrI04 EXISTING LANDING AND STAIRS: THE EXISTING LANDING, STAIR, AND RAILS ARE COMPLIANT WITH 2016 CRC. THEY WILL SERVE THE EXISTING SLIDING DOOR EXIT. 1. THE EXISTING LANDING EXCEEDS 36" IN DEPTH AND IS THE FULL WIDTH OF THE DOOR. 2. THE MAX. RISE IS 7.75° AND MIN. TREAD IS 10" R311.7.4. 3. THE HAND RAIL IS 34" MIN, AND 38" MAX IN HEIGHT AND SHALL COMPLY WI R311.7.7. Vr ALL CONNECION5 E. r% & 5fEM WALL f0 NEW: #4 GO -'L X'56"w/ 4" EMT -9 f0 E. f&P 5EE FDUNGArON NOM I I ® 5E CAIN PIPE f0 GAYLITE PPOVI� 51MP50N %f EPDXY PEP MFG 5PEC � =y y ---------------------- = N, 8" 5SM WA 1 & 121 IX 12" CONE FTG _�.�o LL - IF-- wark C® PEP I - �I rYr � it I i N. 4" C091C SLAG PEI' NM5 i I N 8" 40 H WALL & 121 IX 12" CON` FTG 'r-/- I I N. 2X4 Pf 5ILL - I L1325 fYP N 3/" APA PW ME NGV -5 �--- — N. 2X816" ° I N. 2x10.En6EP L _ • ./ -5� 5 E. 2X6 PONY WALL ON 8" 511T W.&_ t w/ i x lei' CONE yZ VENTILATION NOTES: ALL VENTS ARE CORROSION RESISTANT, MIN.1/16" MAX. 118" SCREEN. GABLE VENTS ARE NOTED AS "GV. GABLE VENTS ARE LOUVERED AS PER CRC 327.6.2. FOUNDATION VENTING: MIN NFVA PER VENT =1 SF. PROVIDE LOUVERED GABLE END VENTS FOR FOUNDATION VENTING. LOCATE VENTS SO AS TO PROVIDE CROSS VENTILATION. AT LEAST ONE UNDER -FLOOR VENTILATION OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. C.R.C. SECTION R408.1. NFVA NEW AREA: PROVIDE A MIN. NET FREE VENT AREA 11150 OF AREA. AREA = 240 SQ FEET. 14X18" VENT = 1.5SF. MIN. VENTS REQUIRED =1.6 (1) 18X24" MIN FOUNDATION VENT= 1.75 (2) 14X18" GABLE VENTS= 3.0 NFVA= 4.7 OK Scope of work: The existing home is a 2 story wood framed structure built in 2007 in compliance with the 2004 CBC. It has a raised sub floor with room for the proposed addition. The project is an infill of an existing underfloor area for use as living space consisting of a game room and bathroom. The existing area shall have a new floor. This floor shall be wood framed for a portion and partial slab due to required wood to grade clearances. An existing post and footing shall be retrofitted per the plan to allow the installed new slab. All infill is non bearing. The window and door openings and headers are existing. Windows are upgraded to comply with prescribed Ca Energy Code. All new insulation shall comply with 2016 Ca Energy code. The room shall be served by the existing HVAC. An extended R-8 service duct and return shall be provided. The ducts combined lengths do not exceed 40'. There is an existing compliant landing at the door. All new work shall comply with the 2016CRC. There are no alterations of the existing methods of bracing as part of this work. The work does not impose additional loads that reduce the performance of the building. Mandatory Code upgrades to existing: The home has been inspected in March 2016 (616-1065) and the Smoke Detectors and Carbon Monoxide Detector shall be verified compliant shall be compliant with the notes and R314.3.1. And R315.2.2. The water heater shall be verified with approved seismic strapping. The 2016 CGBSC is applicable to the new portions of this project. New faucets, and toilets shall comply with WS1 And WS2 compliance forms. THE 2016 CALIF RESIDENTIAL CODE, CEC, CPC, CMC, AND CA. ENERGY CODE ARE APPLICABLE TO THE NEW PORTIONS OF THIS PROJECT. THIS DESIGN COMPLIES WITH THE 2016 CA ENERGY CODE ENERGY EFFICIENCY STANDARDS CHAPT 9 ADDITIONS AND ALTERATIONS: A TITLE 24 IS NOT REQUIRED FOR THIS DESIGN. A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS ADDITION. R313.2 Exception: "not required for additions to existing buildings that are not already provided with an automatic residential sprinkler system." THE 2016 CALIF. GREEN BUILDINGS STANDARDS CODE IS APPLICABLE TO THE NEW PORTIONS OF THIS PROJECT. A CHECKLIST IS ATTACHED AS PART OF THIS PLAN. Design: New Construction (Infill) Seismic Design Category: SDC -Do Wind design speed =110 mph - 3 second wind gust Exposure B Roof = 20 LL 10DL psf. Floor= 4OLL 20DL psf. Foundation allowable bearing =1500psf Conventional wood framing. Specific Use Occupancy Type Type of Construction Existing New Sq Ft Sq Ft I Total Sq Ft SFR R-3 V B 1449 487 1936 ABBREVIATIONS: UNO= UNLESS NOTED OTHERWISE. TYP=TYPICAL. MFG= MANUFACTURE. N= NEW. E= EXISTING. NTS= NOT TO SCALE APE= AS PER EXISTING (VERIFY & MATCH EXISTING). CLR=MINIMUM CLEARANCE. FF= FINISH FLOOR. EG= EXISTING GRADE. PL= PLATE LINE CONT.= CONTINUOUS. FTG= FOOTING. ENPW= EDGE NAIL PLY WOOD PER NOTES. PW= PLY WOOD. PTS= PRESSURE TREATED SILL AB= ANCHOR BOLT SB=SOLID BLOCKING. SF= SOLID FRAMING. BLKG=BLOCKING. HDR= HEADER. GV= GABLE VENT ST= SEPTIC TANK (EXISTING) LP=LIQUID PROPANE PGE = POWER SUPPLY 7_ PERMIT #COUNTY DEVELOPMENT SERVICES BUTTE REVIEWED FOR �jCODE COMPLIANCE 7 "17 4/_/% BY - DATE SHEET INDEX: SHEET 1: SITE MAP. SCOPE OF WORK. FLOOR PLAN. FOUNDATION/ FLOOR FRAMING EAST ELEVATION SHEET 2: SECTION DETAILS STRUCTURAL NOTES ELECTRICAL AND MECH NOTES PLUMBING- WS1 AND WS2 GENERAL NOTES 0 z Y Ix U_ IL M O O d OZ LL 0 cUn�0Q Q�Q� 20:OW WOz� 10< cnWu-III W W O a N M � =. N a M O W W 0 O + o V) Wa V Ln z d= � z .0 d N W 'J N U_ UJ. ?o W c Z 19 0 z Y Ix U_ IL M O O d OZ LL 0 cUn�0Q Q�Q� 20:OW WOz� 10< cnWu-III W W O F- a O W W 0 z � V) Wa CD m WQ —0Vp �z�� z W 'J 0 U_ UJ. ?o W4oa �R DRAwn j CHECK Pte► DAT.= 7_x - 1 / SCALE JOB NO. '7.434 ra SHEET OF O SHEETS r, FOR J0155 (e t t THE BUILDER SHALL SET FINISH FLOOR ELEVATION BY CONSIDERING THE FOLLOWING: 1. THE EXISTING HT OF THE SLIDING EXIT DOOR. 2. THE CLR REQUIRED FOR FINISH SLAB AT GRADE. ' 3. 6-10" MIN CLR HEADROOM OF ANY BEAMS OR ELEMENTS BELLOW FINISH CEILING LEVEL. d IIA" 2X6 16 4. MIN FINISH FLOOR TO CEILING HT OF HABITABLE AREA= 7'-0". R305.1. TIM 1pttRtwl w/ -Iii>•t�7 PJ�, � -. �� reAl ;5 - S-[, P J Paz VA a-rl* -�l V per NOT5 �ssv �A �Npw 2X4 p1'S 51LL . (116 5.1, L'I (1) N. 2X8 16" °c W/ P-19 1.1328 r' 0 , LX10 I,trU ep v4/ osis Tff. t NO WOOL? -� W PLK M5 (5) 149 J 15A r:11n TO CONC NAVA 6YS'f�n, (��,'`%� r- COWtACT FR FW NAILING GA6L� VENTS L /// c��T►o� 1 Z F. CONI" Mi 6'-9" 1010' -0" 12' MAX 5PAN FOUNDATION NOTES: THE EXISTING EXTERIOR FOUNDATION WAS APPROVED FOR 2 STORY CONSTRUCTION PER 2004CBC. ALL NEW WORK IS INSIDE THIS PERIMETER FOUNDATION. 1. THE FINISH GRADE (FG) ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING ATA SLOPE OF NOT LESS THAN 5% FOR A DISTANCE OF 10'. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. C.R.C. SECTION R401.3. WHERE PROHIBITED, A2-5% SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATE METHOD OF DIVERTING THE WATER AWAY FROM THE FOUNDATION. (R401.3) PROVIDE METHOD OF DIVERTING WATER FROM UNDER FLOOR TO OUTSIDE ON SLOPING GRADES. 2. PROVIDE AN ACCESS DOOR AT LEAST 20' OF PLUMBING CLEAN OUT TO EXISTING UNDERFLOOR AS DEPICTED ON FLOOR PLAN. PROVIDE NEW ACCESS VENT TO NEW UNDERFLOOR. ACCESS OPENING SHALL BE MIN. 24" X 18". 3. PROVIDE SLEEVES TO PROTECT ALL PIPING THROUGH CONCRETE FLOORS AND WALLS. 4. ALL NEW FOOTINGS SHALL BE INTO UNDISTURBED SOILAND IS BASED ON AN ALLOWABLE BEARING CAPACITY OF 1500 PSF. 5. STRUCTURAL CONCRETE IN SDC Do SHALL BE MIN. 3000 PSI. MAX SLUMP OF 6" PERMITTED. 6. REBAR SHALL BE ASTM A706 GRADE 40 AND ALL LAPS ARE 40X BAR D1AM. (20") 7. ALL STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL HAVE A MIN. 3" COVER. 8. TYPICAL'/" X 10" ANCHOR BOLTS (AB) ARE LOCATED 6' oc AND WITHIN 12" (31/2" MIN) FROM EACH CORNER AND SILL SPLICE. MIN. EMBED = 7". MIN 2 BOLTS PER SILL. FOR DOUBLE POURS USE 12" AB. 9. WHERE SLAB IS NOT CAST MONOLITHICALLY W/ FOOTING, #3 VERTICAL DOWELS W/ STANDARD HOOKS ON EACH END SHALL BE PROVI DED AT 4' oc. (R403.1.3.2) 10.3X3" X.0229 INCH PLATE WASHERS ARE REQUIRED ON EACH BOLT WHERE THE FOUNDATION SUPPORTS THE BRACE WALL. SLOTTED WASHERS OK. THE HOLE IN THE AB PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED W/A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER, THE SLOT LENGTH SHALL NOT EXCEED 1344". PROVIDE A STANDARD CUT WASHER BETWEEN THE PLATE WASHER AND NUT. (R403.1.6.1.AND R602.11.1) STANDARD CUT WASHERS ARE ALLOWED FOR INTERIOR NON BRACED WALLS. (R403.1.6.1.) 11. CONNECT INTERIOR WALLS TO SLAB WITH 2-7/8" POWDER DRIVEN PINS SPACED 16" o/c PER TABLE 4 OF ICBG REPORT ER -4546. 12. ALL WOOD TO CONCRETE SHALL BE PTS. 13. SLABS ARE A MIN. THICKNESS OF 4" UNLESS NOTED OTHERWISE. 14. SLAB SHALL HAVE A6MILL VAPOR BARRIER BETWEEN SLAB AND BASE FILL W/ 6' MIN. LAPS. 15. PROVIDE A4" MIN NON EXPANDABLE FILL (GRAVEL) BASE FILL. 16. SLAB SHALL BE REINFORCED AT SLAB CENTERLINE BY ONE OF THE fOLLOWING METHODS: A. 6X6X10G REINFORCING WIRE. B. 18X18" #3 REBAR GRID. 17. SLABS NOT POURED MONOLITHICALLY WITH FOOTINGS SHALL HAVE #3 VERTICAL DOWELS PLACED 48" oc PER R403.1.3.2. �.�.MIN C �., *5 V Ll 1,211-i 21'-6' FRAMING NOTES: 1. UNO, ALL LOAD BEARING MEMBERS = DFSB. 2. ALL WOOD TO CONCRETE SHALL BE PTS. 3. PROVIDE DOUBLE TOP PLATES WITH 48" MIN. LAPS. 4. ALL INSULATED WALL LOAD STUDS ARE 2x6-16" o/c. . PARTITION WALL STUDS ARE 2X4-16"o/c.oc. 5. HEADERS ARE EXISTING. THERE IS NO ADDITION OF OPENINGS. 6. ALL NAILING NEW TO COMPLY WITH 2016 CRC NAILING SCHEDULE TABLE R602.3(1). NAILS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. THE MIN CLR BETWEEN FLOOR JOISTAND GRADE IS 18". 8. NOTCHING AND BORING OF WOOD: HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE STUD WIDTH. HOLES IN NON BEARING MEMBERS SHALL NOT EXCEED 60% OF WIDTH. CRC R602.6 HOLES SHALL BE NO CLOSER TOP 518" OF ANY MEMBER EDGE. SEE MFG RECOMMENDATIONS ON JOIST HOLES AND NOTCHES. 9. BLOCKING: THE BUILDER SHALL PROVIDE BLOCKING FOR THE BACKING OF FIXTURES, TOWEL BARS, & AS NECESSARY FOR OTHER SUB CONTRACTORS. PROVIDE FIRE BLOCKING AT ANY LOCATION SUCH AS DROPPED CEILINGS TO PREVENT DRAFT BETWEEN WALLAND FLOOR OR ROOF. FLOOR PLYWOOD (PW): 1. PLYWOOD SHALL BE AT 3/4" APA RATED CCX PW, COMPLY, OR OSB. 2. PW SHALL BE TOUNG AND GROVE EDGE. 3. ALL PW PANELS SHALL BUTTAT CENTERLINE OF SUPPORTING MEMBER WITH EDGE NAILING (EN) FROM EACH PANEL TO THAT MEMBER. ALL FLOOR PW IS INSTALLED WITH LONG EDGE ACROSS SUPPORTING MEMBERS. 4. NAILING: PROVIDE 200 APA GLUE AND NAIL WITH 8d 6"oc EDGE, 12" oc FIELD. BLOCK EDGES OF SPANS WITHOUT T&G FOR EDGE NAILING. GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE 2016 CALIF. RESIDENTIAL CODE AS WELL AS ANY APPLICABLE MUNICIPAL, STATE, AND FEDERAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK AND NOTIFY DESIGNER OF ANY DISCREPANCIES OR INCONSISTENCIES. THE DESIGNER SHALL APPROVE ANY ADJUSTMENTS TO THE PLAN. 3. FOR ANY CERTAIN FEATURES OF CONSTRUCTION AND FINISH THAT ARE NOT FULLY SHOWN ON THESE DRAWINGS OR NOTES, THEIR CONSTRUCTION SHALL BE SIMILAR TO CONDITIONS THAT ARE SHOWN. ALL FINISHES SHALL BE VERIFIED WITH OWNER. 4. DIMENSIONS NOTED AS "CLR." ARE MIN. CLEARANCE AND MUST BE MAINTAINED AS NET CLEARANCE. 5. ALL WEATHER PROOFING & FLASHING IS THE RESPONSIBILITY OF THE BUILDER. yGYP 130AR12 FINISH APE N. 2X4 16" / N. 2X6 16" Yc 5'-0' W/ p-19 A13 M NM5 Yv 2X6 Ff5 511.1, 3 I N. 411 CM. 5LA1.3 MR NOM5 6 ML, VAPOR 6AMM - C 4" MIN DA5E r ILL* . 81 ( 2) #4 H0121Z, f0 #5 VU"r H00K5 4'/ 1 °0 0 nA 0,-- M I ELECTRICAL NOTES: A 200AMP SERVICE PANEL IS LOCATED AT THE EXISTING GARAGE. PROVIDE AN APPROVED 40AMP SUB PANEL TO SERVE THE NEW ADDITION. 1. ND B ALL METAL GAS AND WATER PIPES TO GROUND. ALL GROUND O U CLAMPS SHALL BE ACCESSIBLE. (CEC250.104.) 2. ALL NEW 125 VOLT, 15 AND 20 AMP OUTLETS SHALL BE TAMPER RESISTANT. 3. PROVIDE GFCI FOR ALL BATH OUTLETS. 4. OTHER THAN BATH ALL 15/20 AMP 120V OUTLETS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER PROTECTED. NEC210.12. 5. BATHROOM SHALL HAVE 20AMP DEDICATED OUTLET NOT SUPPLYING FAN, LIGHTS, OR OTHER OUTLETS. 6A. PROVIDE SMOKE DETECTORS/ALARMS IN ALL EXISTING BEDROOMS AND AREAS ADJACENT TO BEDROOMS. PROVIDE SMOKE AND CARBON MONOXIDE DETECTOR/ALARM IN EXISTING HALLWAY OR AT TOP AND BOTTOM OF STAIR WELL. BATTERY OPERATION OK FOR RETRO FIT. 6B. PROVIDE SMOKE AND CARBON MONOXIDE DETECTOR/ALARM IN NEW GAME ROOM. 7. ALL LIGHTING WILL COMPLY WITH 2016 CA. ENERGY CODE. SEE ADDITIONAL LIGHTING NOTES BELLOW. 8. PERFORM ALL WORK IN ACCORDANCE W/ THE 2016 CALIF ELECTRICAL CODE (CEC). NOTHING IN THESE PLANS IS TO PERMIT WORK NOT CONFORMING TO THESE CODES. 9. LOCATION OF OUTLETS AND LIGHTS SHOWN ARE APPROXIMATE AND MAY BE MOVED TO SUIT. LIGHTING: ALL LIGHTING WILL COMPLY WITH 2016 CA. ENERGY CODE. 1. ALL INSTALLED LIGHTS WILL BE CONTROLLED BYAVACANCY OR OCCUPANT SENSOR, AND WILL BE HIGH EFFICACY 2. RECESSED LIGHTS INTO INSULATED CEILINGS ARE REQUIRED TO BE IC -RATED SO THAT INSULATION MAY BE PLACED OVER THEM AND ARE TO BE LABELED AIR TIGHT (AT). 3. ALL EXTERIOR LIGHTS SHALL HAVE BOTH MOTION SENSOR AND PHOTO CONTROL AND BE HIGH EFFICACY. 4. BATHROOM SHALL BE CONTROLLED BY AN OCCUPANT SENSOR AND SHALL BE HIGH EFFICACY. 5. LIGHT FIXTURES LOCATED IN TUB OR SHOWER AREAS SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS". 6. ALL FIXTURES SHALL BE SECURELY SUPPORTED. ANY FIXTURE WEIGHING MORE THAN 6 LBS OR IS MORE THAN 16" IN ANY DIM SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES MAY NOT BE THE SOLE SUPPORT OF CEILING FANS. CEC Art.410.30(a). CEC Art. 314.27(A)&(D) N. 411 5LA13 JAM 14, N, CI35066 �. Ff6 ( 4) #4 POML5 w/ 4" �MM19 @ COM5 W/ 51AW W 3 CONC COWP MIN (4) #4 MWAY W ?os-(-?IW- ELECTRICAL ?t #2 ' - gyp► . 1` �Z WIRE AND CIRCUIT SIZE: 1. WIRE AND OUTLET RATINGS SHALL MEET REQUIREMENTS OF CEC SECTION 200 AND CEC TABLE 210.24. 2. ALL LIGHTS AND OUTLETS ARE 15 AMP EXCEPTAS NOTED. SEE NOTES FOR 20 AMP OUTLET LOCATIONS. POWER AND LIGHTING CIRCUITS ARE IN ACCORDANCE WITH CEC SECTION 210 AND 220. BORING HOLES: 1. WHERE HOLES ARE BORED IN WOOD MEMBERS 1-114" MUST BE MAINTAINED FROM THE NEAREST EDGE PER SECTION 300.4(A)(1). 2. WHERE NOTCHES ARE CUT IN WOOD WOOD MEMBERS FOR WIRING A MIN. 1/16" THICK STEEL PLATE IS TO BE PROVIDED TO COVER THE AREA OF WIRING. INDOOR AIR QUALITY - THE BATHROOM FAN IS A WHOLE BUILDING VENTILATION FAN. IT MUST HAVE: 1. EXHAUST MIN CFM RATING OF 75CFM. 2. THE FAN SHALL BE RATED ATA MAXIMUM OF 1.0 SONE. 3. THE CONTROL SWITCH MUST BE A HUMIDISTAT CONTROLLED SWITCH. FANS AND EXHAUST VENTS: THE IAQ FAN SHALL VENT TO OUTSIDE AND SHALL BE X MI N CLR TO ANY OPENING IN THE BUILDING. CMC504.5 ALL VENTS SHALL HAVE DAMPERS. FAN SHALL BE ENERGY STAR COMPLIANTAND PROVIDED WITH HUMIDITY CONTROL. R303.3.1. PLUMBING NOTES: ALL ABS DRAIN PIPE AND VENT SHALL BE ABS. ALL VENTING IS 2" ABS. ALL NEW WATER PIPING SHALL BE COPPER WITH SWEAT FITTINGS APE AND SHALL BE PRESSURE TESTED. PLUMBING NOTES: 1. ALL TUB/SHOWER AND SHOWER HEADS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. CPC408.3. 2. THE 2016 CGBSC IS APPLICABLE ONLY TO THE AREA OF WORK. CGBSC 4.303.1.4.1. MAX FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2GAL PER MIN. AT 60PSI. COMPLIANT FINISHES: 1. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. C.R.C. SECTION R302.9.1. 2. FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE AND SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. C.R.C. SECTION R307.2. OERMIT # BUTTE COUNTY SERVICES REVIEWED FOR CODE COMPLIANCE DATE Z �-7 -BY-- WORKSHEET (WS4 Y- - WORKSHEET(WS4) Rkftlet MFWATWR IfRF Energy Notes: BASELINE WATER USE CALCULATION TABLE This design complies with the 2016 Ca Energy Code energy efficiency standards Chapt 9 additions and alterations: I A CFR1 R -ADD certificate is required. Floors: R-19 FDCTURETYP! Walls: R-19 j Lids: None ! GALLONS Existing Windows: Vinyl sash, dual glaze,low E. Existing 65.4sf. I (oPm>t 9.3.1.1 Allowed glazing 121sf. DURATION All new lighting control devices and systems, ballasts, and DAILY USES_ luminaries must meet the applicable requirements of a Section 110.9. Shoaerheads All new outdoor lighting lights permanently mounted to x! the residential building or to x other buildings on the same lot are to be x A. High efficacy luminaries and 6X6 P05f B. Controlled by a manual on and off switch and ( 1'0 ADOW) 1. Controlled by a photocell and motion sensor, or 8 min. 2. Photo control, or t I 3. Astronomical time dock, or (Cuf f0 nIM} J 4. Energy management control system (EMCS). 14, N, CI35066 �. Ff6 ( 4) #4 POML5 w/ 4" �MM19 @ COM5 W/ 51AW W 3 CONC COWP MIN (4) #4 MWAY W ?os-(-?IW- ELECTRICAL ?t #2 ' - gyp► . 1` �Z WIRE AND CIRCUIT SIZE: 1. WIRE AND OUTLET RATINGS SHALL MEET REQUIREMENTS OF CEC SECTION 200 AND CEC TABLE 210.24. 2. ALL LIGHTS AND OUTLETS ARE 15 AMP EXCEPTAS NOTED. SEE NOTES FOR 20 AMP OUTLET LOCATIONS. POWER AND LIGHTING CIRCUITS ARE IN ACCORDANCE WITH CEC SECTION 210 AND 220. BORING HOLES: 1. WHERE HOLES ARE BORED IN WOOD MEMBERS 1-114" MUST BE MAINTAINED FROM THE NEAREST EDGE PER SECTION 300.4(A)(1). 2. WHERE NOTCHES ARE CUT IN WOOD WOOD MEMBERS FOR WIRING A MIN. 1/16" THICK STEEL PLATE IS TO BE PROVIDED TO COVER THE AREA OF WIRING. INDOOR AIR QUALITY - THE BATHROOM FAN IS A WHOLE BUILDING VENTILATION FAN. IT MUST HAVE: 1. EXHAUST MIN CFM RATING OF 75CFM. 2. THE FAN SHALL BE RATED ATA MAXIMUM OF 1.0 SONE. 3. THE CONTROL SWITCH MUST BE A HUMIDISTAT CONTROLLED SWITCH. FANS AND EXHAUST VENTS: THE IAQ FAN SHALL VENT TO OUTSIDE AND SHALL BE X MI N CLR TO ANY OPENING IN THE BUILDING. CMC504.5 ALL VENTS SHALL HAVE DAMPERS. FAN SHALL BE ENERGY STAR COMPLIANTAND PROVIDED WITH HUMIDITY CONTROL. R303.3.1. PLUMBING NOTES: ALL ABS DRAIN PIPE AND VENT SHALL BE ABS. ALL VENTING IS 2" ABS. ALL NEW WATER PIPING SHALL BE COPPER WITH SWEAT FITTINGS APE AND SHALL BE PRESSURE TESTED. PLUMBING NOTES: 1. ALL TUB/SHOWER AND SHOWER HEADS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. CPC408.3. 2. THE 2016 CGBSC IS APPLICABLE ONLY TO THE AREA OF WORK. CGBSC 4.303.1.4.1. MAX FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2GAL PER MIN. AT 60PSI. COMPLIANT FINISHES: 1. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. C.R.C. SECTION R302.9.1. 2. FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE AND SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. C.R.C. SECTION R307.2. OERMIT # BUTTE COUNTY SERVICES REVIEWED FOR CODE COMPLIANCE DATE Z �-7 -BY-- WORKSHEET (WS4 Y- - WORKSHEET(WS4) Rkftlet MFWATWR IfRF I. The daily use number shall be Increased to three if mints m not iesralled in the raom- 2. The flow raw is ham ft CECApplianceEHleiency Standartis,'litle 26 CahfmniaCiodrejRegulario w. where aconflict occum the CEC uastdardsstall apply. 3 . For low rise resident occupawleL the number of occupants shall be based on two personas far the Brat beftom, plus one additional per for each additional bedroan. 4. For no"Raide tidal occupancies. refer to'Obk A. Chapter 4.2010Co1iftwWo Phw&ng Cads, for occupant load factors WORKSHEET (WSJ 4A PFRr VW REDtIC710M NEATER USE 20 PERCENT REDUCTION WATER USE CALCULAYION TABLE BY BASELINE WATER USE CALCULATION TABLE i I FLOW RATE FDCTURETYP! DUIUTION j DAILYUttlS ! GALLONS FIXTURE TYPE I (oPm>t showerheads DURATION I DAILY USES_ �10CCUPANT8a a PER DAY Shoaerheads 2.5 I x! 5 min. x E x Showtxheads residential 25 x 8 min. x t I x 3 i GO Laysary faucets residential 2.2 i x ° .25 min._ ! x 3 I �.�-7 Replacement aerators xx Kitchen faucets f 2.2 ' x 4 min. x 1 x x R latxrrteru aerators x Metering faucets ' x _I- _ .25 min. _ Wash fountains 2.2 x x j x; x i _ Metering faucets 0.15 I x .25 min, x 11 3 x i a Metering faucets for wash _ 2.2 x 25 min. x L flush x t 1 male t = fountains - - CIO" _ - 3 female ! ri tattle water 1.6 x i flush x ' x I flush t I Closets 1 _3 fem-ale-} x Flushorrteter tank water i 1.6 an t flush x x - closetsi X II mom' x 3 female closets Flushomtetervalve Water i 1.6 x t flash x i i Malcl x�' - FTashoult: valve water closets x I flush x I Maki 3 female t closets 6- 3 female ! -T- Electromechanical hydraulic 1.b x Iflush x 1 male' I waw closets i x !flush �t x 3fe-male x Urinals 1.0 x 1 flush x21 mak x i i - Total daily baseline *ver use (BWU) - tUS,i 0 5.7 5 (8W11) x.80= S'I.L(7 Allowable water use •GV Allowable water use _ I. The daily use number shall be Increased to three if mints m not iesralled in the raom- 2. The flow raw is ham ft CECApplianceEHleiency Standartis,'litle 26 CahfmniaCiodrejRegulario w. where aconflict occum the CEC uastdardsstall apply. 3 . For low rise resident occupawleL the number of occupants shall be based on two personas far the Brat beftom, plus one additional per for each additional bedroan. 4. For no"Raide tidal occupancies. refer to'Obk A. Chapter 4.2010Co1iftwWo Phw&ng Cads, for occupant load factors WORKSHEET (WSJ 4A PFRr VW REDtIC710M NEATER USE 20 PERCENT REDUCTION WATER USE CALCULAYION TABLE BY fL01NA;YE i I i I FDCTURETYP! DUIUTION i DAILYUttlS I OCCUPANT9a• PE�� showerheads x 5 min. x _._. 1 x! i _ 5howerheads residential ? x i 8 titin, l x L Lava faucets iesidentiat 3-� x 25 min. x I 3 I x' Kitdsenfaucets ' I. el x_ : 4min. x - I 1 x 3 i I �.�-7 Replacement aerators xx I x An Wash fountains i x x , x Metering faucets ' x _I- _ .25 min. x 3 x o Metering faucets for washx '- min. x i x foumains I i ± , Gravity tank type water x I L flush x 1 male t x t - - CIO" 3 female ! Kgh-efficiency 1.28 I flush Hmr- toilet x x 3 female e x Flushorneta tank waw x 1 fluster X II mom' x = closets : - 3 female FTashoult: valve water I x I flush x I Maki x 1=. closets 3 female ! -T- MectrUnechanical 1, dratt5c x I flush x I Maki water closets IUrittals i x !flush �t x 3 female 2 male x 0.0 x i I flush j x 2 male ; ± x = i ;Urinals Nomvater supplied Psoposod water use G Sr�jq 0 5.7 5 M WU from ws-1) x .80 a •GV Allowable water use _ 1. The deny use number shall be increased to three if urinals are nor installed in the roan. 2.' lbeflowrateisfmmdieCECApplia mEffntimcyStanduds.TtdeTACafVomkCodeofRegmkdonrwhereacmfWom &dwCOCN=WardsshailaWy. 3. For low-rise residential occupancies, the number of omrptnsu shall be based on twopersoes far the fust bedroom, phis am additional person for awb additional be&.. 4, For nonresidential oeeupmsies, refer toTabk A. Chapter 4.2010 California Plambfag Code, for occupant bad facia". S. Includes single and dual flush water elasets wdih an effective flush of 1.9 gallons or less_ Single fit" toilets -The effective flush volume shall notexeced 1.28 Ealkns (4.8liters). The effective flush volume is the avaagelhtcbv plume when tested in accordance with ASME A 112.19.233.2. Uwd flush toilets .The ef%clive flush volume shall not exceed 1.28 gallant (4.8 liters). The effective flush valusae Is defined as the curaptsike. averap flush volume of two reduced flushes and one full flush. hush volumes will be tested in accordance with ASMS A 11119.2 and ASME A 112.19.14. REVISIONS BY C/) W 0 Z 04 CO (0 v0Wo Wgz QZZCOW �..., �� W Z 0 Z Q 0~�m� F-5U2W UW_WOZ Wi-.JJW C/5 co W n. 0 (V W W Z 0 0 Q X 0 ILLW U) D 0 z N c° X to d0 Cn WM ZQ<0 Q U U iLj �Z Wz Jam: _1 >_ W W 5; ..IM 000 Z_0 w v 0 C.G DRAWN CHE CK DATE 3.116-17 SCALE 0 d L;NO. SHEET y 0F �O SHEETS