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B17-1323 041-080-125
BUILDING ENERGY ANALYSIS REPORT com PROJECT: JUN 2 9 201,,n� Brutsman Residence 0 1.n��I �.��Na 195 Good View Dr �evieEs Paradise, CA 95969 Project Designer: Rancho EngineeringInc. 6067 Skyway Paradise, CA Report Prepared by: Rancho Engineering REVIEWED Job Number: FOR CODE COMPLIANCE 17-068 AUG 3 0 2017 Date: TRB AND ASSOCIATES 6/12/2017 The Ener Pro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is ` r 9Y P P 9 P P P P 9 pP authorized by the California Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards. f This program developed by EnergySoft Software www.energysoft.com. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building CF1R-PRF-01 Calculation Date/Time: Calculation Description: Title 24 Analysis 08:30, Mon, Jun 12, 2017 Pa,3e 7' of Input File Name: Building1.ribd16x GENERAL INFORMATION 01 Project Name Residential Building 02Calculation Description Title 24 Analysis 03 Project Location 195 Good View Dr 04 City Paradise ise 05 08 Zip Code 95969 Standards Version Compliance 2017 07 Z11 08 Climate ZonJON Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 09 10 Budding Typingle Family Software Version EnergyPro 7.1 11 12 Front Orientation (deg/Cardinal) 180 Project ScopConstructed 13Number of Dwelling Units 1 14 Total Cond. Floor Area (ft74.Number of Zones 1 ; r16 Slab Area (ft27 .517 Number of Stories 1 18 Addition Cond. Floor Are/a 19 20 Addition Slab Area (ft2j n/a Natural Gas Available No 21 GI ' ° azm Per o centa e g /° g 1. ( ) 8 1 /o ' COMPLIANCE RESULTS 01 Building Complies with Computer Perform e - F 02 This building incorporates featur that r vire fiak s ngandtoruer�fic� q(by erti 03 HERS t r un eLr he supervision of CEC-approved HERS This building incorporates one _ ett�re S e p LL�re 3howe `" provider. W woe -, RS EENERGY USE SUMMARY 04 Energy Use (kTDVfft2-yr) Standard Design Pro 05 06 07 08 -yr) g Proposed Design Compliance Margin i Space Heating 21.48 Percent Improvement Space Cooling 48.79 51.31 IAQ Ventilation 1.41 -2.52 -5.2% 1.41 Water Heating 30.64 0.00 0.0% 26.83 , Photovoltaic Offset 3.81 12.4% -0.00 0.00 � Compliance Energy Totai 102.32 102.26 I 0.06 0.1% Registration Number: P17-P010196803A-000-000-0000000-0000 Registration Date/Time: i J 2017-06-12 Building Energy Efficiency Standards-2016Residen Residential Compliance .Report Version_ CF1R-05232017-695 08:38:28 HERS Provider. I CaIC ERT inc. R . Report Generate _ _ p d at. 2017 O6 12 08. 31.33 ,�.— CERTIFICATE OF COMPLIANCE RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation DatelTime: 08:30, Mon, Jun 12, 201 Page 2 of 7` Calculation Description: Title 24 Analysis Input File Named Buiidingl.ribd16x ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoringsystem where 100 represents esents th Y p e energy performance of the Reside Ener Services RESNE reference h en p Residential Energy ( T) home characterization of the 2006 International Energy Conservation Code IECC . A score of zero represents esen ( ) p is the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out' its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design 49.5 47.2 0.0 47.2 ❑ Design meets Tier 1 requirement of 150% or greater code compliance margin (CALGreen A4.203.1.2.1) and Qil verification prerequisite. ❑ Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero Net Energy (ZNE) Design Designation requirement for Single Family in climate zone CZ11 (Red Bluff) (CALGreen A4.203.1.2.3) including onsite photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. - Registration REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeti0g#the modEed erre„[gyrfor , ncefprs c uter an*ysis. _ • Whole house fan • Raised heel trussEk ' • Ceiling has high level insulation K of • Window tro overhangs and/or fins • Pipe insulation, all lines F LA R 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: • High quality insulation installation (Qil) • IAQ mechanical ventilation Cooling System Verifications: • -- None -- HVAC Distribution System Verifications: • -None -- Domestic Hot Water System Verifications: • —None.. -None -- Registration Number: 217-Po10196803A-000-000-0000000-0000 Registration Date/Time: 2017-06-12 08:38:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-06-12 08:31:33 --m.r i —1777 �1 r--- TT7- - - ---- CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Residential Building Calculation Date/Time:'08:30, Mon, Jun 12, 2017 Page 3 of 7 Calculation Description: Title 24 Analysis Input File Name: Building1.ribd16x 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 Residential Building 774.4 1 1 1 1 _ 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Floor Area Avg. Ceiling Zone Name Zone Type HVAC System Name (ft2)2 ) Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned HVAC Systeml 774.4 8 DHW Sys 1 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Front Wall Zone 1 R-21 Wall 180 Front 281.6 100.02 90 Left Wall Zone 1 .... - _ ," :-. _ 2Q Left 176 16 90 Rear Wall Zone�1 a R -21&J,0 ;y Y 281.6 28 90 Right Wall 9 neR � �9 x 176 16 90;; Roof Zon � r. R- Roof fi �� 774.4 j ATTIC _. I 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Zone 1 Attic RoofZone 1 Ventilated 8 0.1 0.85 Yes No i 'I I i i Registration Number: 217-Pp10196803A-000-000-0000000-0000 Registration Date�me: 2017-06-1208:38:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-06-12 08:31:33 I rt rt l_ Gid 1 T _T — -- — _ 1 I CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFI R -PRF -01 Project Name: Residential Building Calculation DatelTime: 08:30, Mon, Jun 12, 2017 Page 4 of 7 Calculation Description: Title 24 Analysis Input File Name: Buildingl.ribdl6x FENESTRATION / GLAZING -01 02 03 04 Name Side of Building Area (ft2) U -factor Door 0, FoctN rdM' JUN i 20.0 0.50 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft) U -factor SHGC Exterior Shading SGD Window Window Front Wall (Front -180) 6.0 6.7 1 40.0 0.32 0.25 Insect Screen (default) windowl Window Front Wali (Front -180) 8.0 5.0 1 40.0 0.32 0.25 Insect Screen (default) Window2 Window Left Wall (Left -270) 4.0 4.0 1 16.0 0.32 0.25 Insect Screen (default) Window3 Window Rear Wall (Back -0) 3.0 3.0 1 9.0 0.32 0.25 Insect Screen (default) Window4 Window Rear Wall (Back -0) 4.0 4.0 1 16.0 0.32 0.25 Insect Screen (default) Window5 Window Rear Wall (Back -0) 3.0 1.0 1 3.0 0.32 0.25 Insect Screen (default) Window6 Window Right Wail (Right -90) 4.0 4.0 1 16.0 0.32 0.25 Insect Screen (default) OPAQUE DOORS ' -01 02 03 04 Name Side of Building Area (ft2) U -factor Door 0, FoctN rdM' JUN i 20.0 0.50 OVERHANGS AND FINS10 01 02 53 :- ;0 0 63 Ok 07ftdOl V 089 U1 i4 09•' 10 11 12 13 _ 14 dv4rhang R S FP P OtLest F(n= 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 SGD Window 6 0.1 6 6 0 0 0 0 0 - 0 0 0 0 windowl 6 0.1 6 6 0 0 0 0 0 0 0 0 0 Window2 2 1 0.1 2 2 0 0 0 0 0 0 0 0 0 Window3 2 0.1 _ 2 2 0 0 0 0 0 0 0 0 0 Window4 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window5 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window6 2 0.1 2 2 0 0 0 0 0 0 0 0 0 I i Registration Number: 217-P010196803A-000-000-0000000.0000 Registration Dateffime: 2017-06-12 08:38:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-06-12 08:31:33 �I j CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD I I 01 Wma A Quality Insulation Installation (QII) Quality nstaIIW6n 'fS ra Foam1("tssui i➢on ,, P CH R -PRF -01 Project Name: Residential Building Not Required Calculation Date/Time: 08:30, Mon, Jun 12, 2017 09 Calculation Description: Title 24 Analysis 11 Page 5 of 7 Number Input File Name: Buildingl.ribdl6x Energy Factor or OPAQUE SURFACE CONSTRUCTIONS Tank Insulation R -value Standby Loss / I Tank Location or Name Element Type 01 02 03 04 OS 06 Recovery Eff NEEA Heat Pump Type 07 DHW Heater 1 Construction Name Surface rYPe Construction TYpe Framing Total Cavity R -value e Winter Design U -value Assembly Layers n/a n!a • Cavity/Frame: no insul. /2x4 Top Chrd j Attic RoofZone 1 Attic Roofs Wood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. Roof Deck: Wood Siding/sheathing/decking I none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board R-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.069 • Cavity/Frame: R-21 /2x6 Exterior Finish: 3 Coat Stucco Ceilings (below • Inside Finish: Gypsum Board i R-44 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 44 0.022 Cavity/Frame: R-9.1 /2x4 Over Ceiling Joists: R-34.9 insul. SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab -on -Grade Zone 1 774.5 114.5 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION .y "` 01 01 Wma A Quality Insulation Installation (QII) Quality nstaIIW6n 'fS ra Foam1("tssui i➢on ,, P Buiidinj) Enve'16pe Aii Leakage CFM50 Required Not Required Not Required WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Pipe Insulation, All Lines DHW Heater 1 (1) 1 .0% WATER HEATERS 01 02 03 04 " 05 06 07 08 09 10 11 Heater Number Tank Volume Energy Factor or Input Tank Insulation R -value Standby Loss / Tank Location or Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (int/Ext) Recovery Eff NEEA Heat Pump Type Ambient Condition DHW Heater 1 Gas Small Instantaneous 1 0 0. 93 EF 180,000 Btu/hr R-0 n/a n!a /n Registration Number: g 217-P010196803A•000-000 0000000-0000 Registration bate/Time: 2017-06-12 08:38:28 HERS Provider: CI a CERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version CF1 R-05232017-695 Report Generated at: 2017-06-12 08:31:33 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Residential Building Calculation DatelTime: 08:30, Mon, Jun 12, 2017 Page 6 of 7 Calculation Description: Title 24 Analysis Input File Name: Building1.ribdl6x SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name - System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Heat Pump Heating and HVAC Systeml Cooling System Heat Pum System 1 p Y p System Heat Pum stem 1 None - none - HVAC COOLING - HERS VERIFICATION HVAC - HEAT PUMPS 02 01 02 03 04 05 O6 07 1 08 09 10 11 Name System Type Number of Units Heating Cooling -Zonally Controlled Compressor Type HERS Verification HSPF/COP Cap 47 Cap 17 SEER EER Not Re wired�. �y - Heat Pump System 1 DuctlessMiniSplitHeatPump 1 8 20400 17230 17 10.6 Not Zonal Single Speed Heat Pump System 1 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 01 02' Verified Refrigerant Name Verified Airflow Airflow Target Verified EER Verified SEER Charge Heat Pump System 1 -hers -cool Not Required � _, � Not Re wired�. �y - , Not Required Not Require d - r IAQ Recovery Dwelling Unit COOLING VENTILATION 01 02 03 04 05 06 Name Airflow Rate (CFM1ft2) Cooling Vent CFM Cooling Vent Watts/CFM Total Watts Number of Fans WH Fan 1 2.066115702479339 1600 0.28125 450 1 Registration Number 277-P010196803A-000-000-0000000-0000 Registration Date/Time: 2017-06.12 08:38:28 HERS Provider: CaICERTS inc. Report Generated at: 2017-06-12 08:31:33 CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version - CF1 R-05232017-695 IAQ (Indoor Air Quality) FANS 01 02' 0 - 04 05 06 - i is - r IAQ Recovery Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type Effectiveness(%) HERS Verification SFam IAQVentRpt 23 0.25 Default 0 Required - COOLING VENTILATION 01 02 03 04 05 06 Name Airflow Rate (CFM1ft2) Cooling Vent CFM Cooling Vent Watts/CFM Total Watts Number of Fans WH Fan 1 2.066115702479339 1600 0.28125 450 1 Registration Number 277-P010196803A-000-000-0000000-0000 Registration Date/Time: 2017-06.12 08:38:28 HERS Provider: CaICERTS inc. Report Generated at: 2017-06-12 08:31:33 CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version - CF1 R-05232017-695 I� j CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Residential Building Calculation Date/Tirno_- 08:30, nylon, Jun 12,2017 Paye 7 of 7 Calculation Description: Title 24 Analysis Input File Name: Building 1.ribd16x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Jarrod Holliday Documentation Author Signature: ' Company: Signature Date: Rancho Engineering 2017-06-12 08:38:28 Address: CEA/HERS Certification Identification (If applicable): 5550 Skyway, Ste C City/State/Zip: Phone: Paradise, CA 95969 530-877-3700 RESPONSIBLE PERSON'S DECLARATION STATEMENT 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.,t a enforcement Q96"XIX app oval.with-this uilding p91mit application. Responsible Designer Name: t Jarrod Holliday ' � R onalble esi ner Sigatfilt� Company: Y 4� _ � �#�- � D$" te. Si ne - Rancho Engineering ,„, a 07- 6-12 08:38:2 Address: License: 5550 Skyway, Ste C 066034 City/State/Zip: Phone: Paradise, CA 95969 530-877-3700 16 Digitally signed by CaICERTS This digital signature is provided in order to secure the content of this registered document and in no way implies Registration Provider responsibility for the accuracy of the information. Easy to Verify at CaICERTS.com Registration Number: 217-P010196803A-000-000-0000000-0000 Registration Date/Time: 2017-06-12 08:38:28 HERS Provider: CaICERTs inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-06-12 08:31:33 - - RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Brutsman Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/12/2017 Project Address 195 Good View Dr Paradise California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 774 Addition n/a # of Units 1 INSULATION Construction Type Area Cavity 6 S ecial Features Status Wall Wood Framed R 21 755 New Door Opaque Door - no insulation , 20 New Roof Wood Framed Attic R 44 774 New Slab " Unheated Slab -on -Grade - no insulation 775 Perim = 115' - New FENESTRATION I Total Area: 140Glazing Percentage: 18.1 % New/Altered Average U -Factor. 0.32 Orientation Area fe U -Fac SHGC Overhang Sidefins Exterior Shades Status Front (S) 80.0 0.320 0.25 6.0 - ' none Bug Screen New Left (IM 16.0 0.320 0.25 2.0 none Bug Screen New Rear (N) . 28.0 0.320 0.25 2.0 none Bug Screen New Right (E) 16.0 0.320 0.25 2.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min.'Eff Thermostat Status 1 Split Heat Pump 8.00 HSPF Split Heat Pump "17.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC System Ductless /with Fan Ductless n/a n/a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 0 0.93 All Pipes Ins New EnerqyPro 7.1 by Ener Soft ` User Number. 7782 ID: 17-068 Page 9 of 13 V " 2016 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. *Exceptions may apply. 016 On ina108/2 Building Envelope Measures: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfmlft2 or less when tested per § 110.6(a)l: NFRC-400 or ASTM E283 or AAMAIWDMA/CSA I01/1.S.21A440-2011 ' § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). Field fabricated exterior doors and fenestration products must use U -factors and solar heat gain coefficient (SHGC) values from TABLES § 110.6(b): 110.6-A and 110.6-B for compliance and must be caulked and/or weatherstri ed,' Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, § 110,7: asketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): : Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing § 110.8(i): material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1R. § 110.8(j): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U -factor must not exceed 0.043. Minimum R-19 or weighted average U -factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling.* § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R -value. Wall Insulation, 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 U -factor of 0.074 or § 150.0(c): less). Opaque non -framed assemblies must have an overall assembly U -factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembi .' § 150.0(d): ` Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor.' Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without § 150,0(f):, facings, no greater than 0.3%; have a water vapor permeance 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, meet the requirements of § 110.8 Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder, This § 150,0(g)l:Vapor requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0(d). Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all § 150.0(g)2: insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a § 150.0(q): maximum U -factor of 0.58; or the weighted averse U -factor of all fenestration must not exceed 0.58.' Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)1A: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area § 150A(e)1 B: and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device' § 150,0(e)1C: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.' Pilot Light. 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 § 150.0(e)2: the building, are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated § 110.0-§ 110.3: , appliances must be certified by the manufacturer to the Energy Commission.' § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the § 110.2(b): cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementaryheating.' Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a § 110.2(c): setback thermostat.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTUlhr (2 kW) must have isolation valves with hose bibbs § 110.3(c)7; or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. Pilot Lights. 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 Btulhr are exempt); and pool and spa heaters! Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)l: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J using design conditions specified in § 150.0(h)2. 777 i M ' 2016 Low -Rise Residential Mandatory Measures Summary § 150,0(h)3A: , Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturer's instructions. § 150.06)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a § 150.0(j)2A: nominal diameter of 314 inch or larger; all piping associated with,a domestic hot water recirculation system 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.'- § 150,00)2B; Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve,' § 150.0(j)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution piping for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A.' § 150.0(j)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause deciradation of the material. § 150.0(j)36: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II vapor retarder. Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)l: 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 space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the 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. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCQ or by a listing a enc that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must be installed, 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, Portions of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(m)1. (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed 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 %< inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2' connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tae is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150,0(m)7: Backdraft Dampers. 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 Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150.0(m)9: wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier, Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)l 1: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0(m) 11and Reference Residential Appendix RA3. Air Filtration. 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, must be provided with air filter devices that meet the design, installation, efficiency, pressure drop, and labeling requirements of § 150.0(m)12. Ti 2016 Low -Rise Residential Mandatory Measures Summa Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must 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 space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return § 150.0(m)13: grilles, and an air -handling unit fan efficacy s 0.58 WICFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced air systems.* Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(o): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole -building ventilation. Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic § 150.0(o)1A: testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater § 110.4(a): without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.* Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated § 110.4(b)l: suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that § 110.4(b)3: will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow § 150.0(p): rate, piping, filters, and valves' Lighting Measures: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements § 110.9: of § 110.9.' JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must § 110.9(e): be certified to the Energy Commission according to Reference Joint Appendix JA8. § 150.0(k)lA: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. ' Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)IB: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)1C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings. Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than § 150.0(k)1 D: 20 kHz. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no § 150.0(k)l E: 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. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) § 150.0(k)1 F: must meet the applicable requirements of 150.0(k).* . Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply § 150.0(k)lG: with Reference Joint Appendix JA8. Installed lamps must be marked with "JA8-2016"_or "JA8-2016-E" as specified in Reference Joint Appendix JA8.' § 150.0(k)1 H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with "JA8-2016-E.° § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems." Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually § 150.0(k)2C: switched ON and OFF, § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k)2E: 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. Interior Switches and Controls. An energy management control system (FMCS) may be used to comply with dimmer requirements if it: § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5(f); and meets all other requirements in § 150.0(k)2. Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the § 150.0(k)2H: following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5(f); and all other requirements in § 150.0(k)2. Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it § 150.0(k)21`. provides the functionality of a dimmer according to 110.9, and complies lies with;all other a licable re uirements in 150.0(k)2.___ 2016 Low -Rise Residential Mandatory Measures SummarY Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must § 150.0(k)2J: be controlled by a vacancy sensor. Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with § 150.0(k)2K: Reference Joint Appendix JAB, except luminaires in closets less than 70 square feet and luminaires in hallways.* § 150.0(k)2L Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3A: § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS. Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either§ 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)3C: 150.0(k)3B or § 150.0(k)3D must compIy with the applicable requirements in §§ 110,9, 130.0,...130.2, 130.4, 140.7 and 141.0. Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more § 150.0(k)3D: vehicles per site must comply with the applicable requirements in 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of § 150.0(k)4: internally illuminated address signs. ower as determined according to § 130.0 (c). Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the § 150.0(k)5:Residential applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. Interior Common Areas of Low-rise Multi -Family Residential Buildings. 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 must: § 150.0(k)6B: is 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 must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent.'The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(a)l: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 110.10 b through § 110.10(e). § 110.10(a)2: Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must 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 must 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 buildings with roof areas § 110.10(b)1: greater than 10,000 square feet. For single family residences the solar zone must 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 must 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: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof § 110.10(b)3A: _ mounted equipment.* Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: 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 lane.' Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof § 110.10(b)4: dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit 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); and a pathway for routing offrom the solar zone to the water -heating system. .plumbing Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(4): 1 10.10 c must be to the occupant. § 110.10(e)l: _provided Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as "For Future Solar Electric". Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Dead Full UDL 108.0 plf Load2 Live Full UDL 5345 348.0 plf Load3 '< Dead Full UDL Des ratio 187.0 plf Load4 Roof live Full UDL 1:00 Support 220.0 plf Load5-' Dead Full UDL 40.0 plf Self -weight IDead IFull UDL 1.36** 27.2 Iplf Unfactored: Dead Live Roof Live 2192 2108 1332 2192 2108 1332 Factored: Total 4772 4772 Bearing: Capacity Beam 5345 5345 -Support 4772 4772 Des ratio 0.89 Beam 0.89 1:00 Support 1.00 #3 Load comb #3 Length 1.36 _ 1.36 Mingreq'd 1.36** 1.36** Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.07 1.07 Fcp sup 625 625 WOOCIWOrkS® Sizer SOFTWARE FOR WOOD DESIGN Beam4 WoodWorks® Sizer 11.1 Page 2 Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 56 Fv' = 285 psi fv/Fv''_ 0.20 Bending(+) fb = 601 Fb' _-651 psi fb/Fb' = 0.92 Live Defl'n 0.04 = <L/999 0.40 = L/360 in 0.11 Total Defl'n 0.10 = <L/999 0.60 = L/240 in - 0.16 TT i ItANCHO ineering, Inc. RECEIVED June 12 2017 BurrE AUS 2 8 3#7 j Court TY TRB AND ASSOCIATES Butte County Building Department 2 3 • AUG 2017 � 7 County Center Drive Oroville CA 95965 nEeErorMErrr SERVICES Re: Brutsman Residence 07-13iA j 195 Good View Dr Paradise, CA Attn: Building Official I have reviewed the attached truss designs provided by Homewood Truss. My review indicated that the i truss calculations for the roof and floor are in general conformance with the engineering requirements as specified on plans. Truss configuration, geometry and other architectural features are responsibilities of truss designer/ or project; architect/designer. If there are any ques ' or concerns, please feel free to contact me at the number below. Thank you,�����y�� O g� rn Jarrod P. Holliday P.E. I i Jarrod Holliday, P.E. 6067 Skyway Civil, Structural, Septic Design Paradise CA 95969 (530) 877-3700 Phone/Fax i. ranchoengineering@hotmail.com P - s ALPINE Engineering eJob RECEIVED 4/11/2017 AM 28 TRB AND ASSOCIATES This eJob is prepared exclusively for: Homewood Truss (5824) PO Box 5010 MUM Marysville, CA 95901-8501 AUG 2 3 2017 DEVELOPMENT Work Order: 0160417 ' SERVICES Job Customer: Smalley General Contacting%%I3d't3 Job Name: Single Family Residence Job Address: Alpine ID: T563075.J591929 hereby verify that this document was prepared by me or under my direct supervision and that am a duly Licensed Professional Engineer. I am responsible for the design of each component detail only-- not for the proper manufacture of the components. This document is no longer valid if any modifications are made to it. Alpine, a division of ITW Building Components Group Inc. _ 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 FOR CODE IEiI!/ED COMPLIANdE AUG 3 0 2017 b a TRB AND ASSOCIATES 0 i' ALPINE Engineering eJob 4/11/2017 Table of Contents Page No Truss Label Page No. Truss Label Page No Truss Label 1 P1 2 P1A 3 P2 4 PG Page 1 Alpine, a division of 1TW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 ALPINE Engineering eJob 4/11/2017 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as -built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable `building code requirements and any additional factors required in the particular application. The engineers seal on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the loading and dimension requirements are represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with'ANSI/TPI 1 Chapter 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Alpine,'a division of ITW Building Components Group Inca 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 Qty: 9 Truss ID- P1 Job Name: Single Family Residence - dTPx xrr on Nin SRG -LD" REACT SIZE RCQ'U Pa, .vas 4. L k ev k rh` Par e ss xb 1 0— 1-12 354 3 50" 1.50" 9 19 50"¢. 2 6- 5 92 3 ,TAehnRn 1 �adf cte crus ra Iam ,alp ar ' Eoe a1x bea=ie9: z ' xioh -I) 1 2d- 2- 1 992 .50^ 1. SU 1 1ba..aa MIiX i'999 DEFLECTI N Isl+nnl MEM 3-4 (LIVE) LC 1 ncCIL, a t Z- u, in[ B tl v r 0 l9 C z 30 CL= -0.99' o Laje^^ ax.,so arl ,c. euasea vn id Ica. ra., Il 1 a Sid ze.a: e d R(I.voi d.z: av a ^ a a aaa g e.ao ^di T eu. m9+1 Tcinec - sTPsae= P.ss d iaii 1...i a.zo d_ty d 19isix. z51 9.9a z = e ` s'sa ix za � 'sio cel ads s -dial .zsids a 1 � i is9 - - 91114 7315 1100 I4 F— 2 5 6 1 �3 3 00 F8 00 -8 0 5X6 2 5X4 7- -5 5X20 8-9-9 SHIP 1.5X3 2- -2 1. 3X6 3X6 1.5X�3.O = 0.4-5 0-3-12 6X6 X8 P�OF�SSlq�,_ T. Bt RN:992 R:149 3.00 R:354 - 2 lam— 0-a-8 U:-64 R:354 6-5-9 U:-188 U:-58 6-7-5 I 10-8.8 i 10-8-8 7 g g 10 11 12 No. C721$0 c1v1%_ P OF All connect pl.teds a. ALPINE Wave 20 u preceded by H for HWh Strength 20 came PsiesDPar. J t D to R d. 0.1 iate alae r- /� �/nOA 7 L 1 I 4/11/2017 SVength 18 9 Please t b b P....nad P p g ured if Eshowe ebve Shff gable stud plates to avmtlovenap wi are posiMoned ""WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Cust saielley General Contacting wo: D s M 0160417_LOao 268 Homewood Truss. *"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. JD:. pCjVa M 0160417_L00007 Jo 0001 { (CA) Truasn ragulreetlremecarel^falsRn.g,r-14,9 shlPPIrg lnM L19 and bradng Refer to Mtlldbwfhe areal ad" of aCS1 (BUYdIiq Gpnponenf um nd, bsdiN per SCSI Mess BS BW NLC - 71: WT/PLY: 1671 gnY: //�\ ra— wlo rlarmin fhexfuncbans. Installers shallpmvlae eatery lMdrmafbn by TPl antl VRCAlfv safelyP P^ P` 6 antl poadm chMtl shel baro aproPedY attechetl ngid telling L ns Mdwn - TC L 20.00 pC£ LSveDUr L-1.25 P-1:25 / \ TM �r� neled Mhe Ramp clroN eM1etl M1ave property en.dnetl sbuclurel eM1eemlrg for realralntMweLsshe have Matingnslallea per BCSisecllo^s B9 I 80asapplkahle. ApplyPates to each W ea end TC Snow (Pf) 0.00 pn£ S D L-1.15 P=1.15 f� �I tom\ II� v N permv�en!eteral pesmm� .h- ebve endonme Janl oelells recon one Eddd amend as' apine,adWlson d( ad""s Gmpane-Gmup lnc shell not ba is ""Me far errydeNeLon from th's Brew ng airy fa blld--. ' TC Dead 19.00 psf Rep Mb Bnd / Comp / Tens / 1.10.1 1.10 confdmlanw wlm MIEIRPIt error hantlling ahlPP ng.ImtalklMnBMxmg Wlrusses reaponslblllry 'BC Llve 0.00 psf 1.15 ANNWCOMPANY Aseel an Mia drawing ar coverpege llstlng Mls drawing, Indleatea acceptance ofprolesalonal engineering ibis drawing br any elNefere la the reaponslblllty of the Building BC Dead 8.00 psf o. C.S pacing 2- 0- 0 36]o x.—"wphwy. srerM Freida, Tx yeeSO --Lely for the design shown. The saltablllly and use of DeslgnerpalANSMI I Sec.2 Fa more mfanneadn seems7abageneranMes.9--admeae web an.: Bldg Code: CBC -2016 DEFL RATIO: L/240 TC: L/240 TRUSPLUS 6.0 VEA:' T6.5.21 ALPINE: lOelGLcdm: TPI: 'WTCA: 'ICC: u -- - = - ---i - . _ -- -� - - RECEIVED Ara 2WNCHO 28 J, TRB AND ASSOCIATES sneering, Inc. STRUCTURAL CALCULATIONS Rancho Job #17-068 BUTTE Cotnvly for AUG 2 3 201}'p Brutsman Residence IDEVELOpMEW SM 195 Good View Drive vrcEs Paradise CA 95969 3 Calculation Index: Page # • Project Layout 1 • Gravity Analysis G1 • Lateral Analysis L1 -L9 • Beam Analysis 131-136 ,` VV,a � • Footing Analysis FI -F2 HO{F f� � m Revision Summary: CNi�- v �60,F CA.100�`� Rev. 0 05/23/17 Initial is Rev. 1 08/18/17 Revision 1 REVIEWED FOR CODE COMPLIANCE 1 AUG 3 0 2017 'CRIB AND ASSOCIATES This calculation package is valid for the project location as listed above only and may not be used or modified for another site without the authorization of Rancho Engineering. Rancho Engineering disclaims responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by appropriate governmental agencies. N Jarrod Holliday, P.E. 6067Skyway Civil, Structural, Septic Design Paradise CA 95969 (530) 877-3700 Phone/Fax r nchoe n 'neerin hotmail.com i J i I, (B2) (B3) i 1 _(FI) CE-3)- SCiINLE: NTS JOB # 1'7-068 60C Skyway, BRUTSMAN RESIDENCE CHO Foradise, CA 1a5 GooD vlEw I7RI\/E A ISE GA F PAR D Phone ax: - , tneeering Inc. ( 5301 8��1-300 PROJECT LAYOUT 8/14/2017 Brutsman Residence = 17-068 G1 8/14/2017 Brutsman Residence - 17-068 -L1 All Heights Method Wind Loading CBC -16 per 1609.6 V= 110 Kd= 0.85 h= 12 V^2= 12100 G= 0.85 Loading- Front z= 8 qs= 30.98 1= 1 Wall Lines 1-2 Exposure: C Peak Ht= 16 kZ0.85 Kzt= 1 kh= 0.85 qh= 22.35 Wall Loads Enclosed Cnet: Table 1609.6.2(2) P: (Eqn 16-34) Windward wall Pressure+ Y 0.43 11.31 Pmax= 19.20 psf Pressure Y 0.73 19.20 Leeward wall Pressure+ Y -0.51 -13.41 Pmax= 13.41 psf Pressure Y -0.21 -5.52 Pressure+ Y -0.66 -17.35 Pmax= 17.35 psf Side wall Pressure Y -0.35 -9.20 Length= 22 ft Width= 36 ft Height= 8 ft Wind Load Areas SOFT Windward= 144 Pwall = 2764.13 lbs Normal Leeward= 144 Pwall = 1931.11 lbs Wind Sidewall Left= 186 Pwall = 3227.98 lbs Sidewall Right= 186 Pwall = 3227.98 lbs Windward= 144 Pwall = 2764.13 lbs Inverse Leeward= 144 Pwall = 1931.11 lbs L ft- Wind Sidewall Left= 186 Pwall = 3227.98 lbs Sidewall Right= 186 Pwall = " 3227.98 lbs Roof Loads Slope 8 112 Enclosed Cnet (Table 1609.6.2(2) P (Eqn 16-34) "Pressure+ Y -0.32 -8.41 Pmax= 10.65 psf Condition 1 Winward Pressure Y -0.01 -0.26 Pmin= -8.41 psf Roof Pressure+ Y 0.11 2.76 Condition 2 Pressure Y 0.41 10.65 Pressure+ Y -0.66 -17.35 Pmax= -9.20 psf Leeward Roof Pressure Y -0.35 -9.20 Pmin= -17.35 psf Pressure+ Y -1.09 -28.66 Pmax= -20.77 psf II to ridge Pressure Y -0.79 -20.77 Pmin= -28.66 psf Areas SOFT Windward= 312 Proof= 3322.64 lbs Normal Leeward= 312 Proof= 5414.67 lbs Wind Parallel to ridge Left= 0 Proof= 0.00 lbs Parallel to ridge Right= 0 Proof= 0.00 lbs Windward= 312 Proof= 3322.64 lbs Inverse Leeward= 312 Proof= 5414.67 lbs Wind Parallel to ridge Left= 0 Proof= 0.00 lbs Parallel I to ridge Right= ht= 0 9 Proof= 0.00 lbs Resultant Force Wind Dirc. Net Force Windward + Leeward= 13432.56 lbs 13432.6 lbs Normal Sidewall Net= 0.00 lbs 373.1 lbs per ft width of wall Windward + Leeward= 13432.56 lbs 223.9 lbs ASD Load Inverse Sidewall Net= 0 lbs �A HANCHO i ngineering - --- -- --- - 8/14/2017 Brutsman Residence - 17-068 L'L All Heights Method Wind Loading CBC -16 per 1609.6 V= 110 Kd= 0.85 Loading- Side h= 12 V^2= 12100 G= 0.87 Wall Lines A -B z= 8 gs= 30.98 1= 1 Exposure: C Peak Ht= 16 kZ 0.85 Kzt= 1 kh= 0.85 qh= 22.35 Wall Loads Enclosed Cnet: Table 1609.6.2(2) P: (Eqn 16-34) Windward wall Pressure' Y 0.43 11.31 Pmax= 19.20 ` psf Pressure Y 0.73 19.20 Leeward wall Pressure+ Y -0.51 ; -13.41 Pmax= 13.41- psf Pressure Y -0.21 -5.52 Pressure' Y -0.66 -17.35 Pmax= 17.35 psf Side wall Pressure Y -0.35 -9.20 Length= -36 ft Width= 22 ft Height= 8 ft Wind Load Areas SQFT Windward= 186 Pwall = 3570.34 lbs Normal Leeward= 186 Pwall = 2494.35 lbs Wind Sidewall Left= 144 Pwall = 2499.08 lbs Sidewall Right= 144 Pwall = 2499.08 lbs Windward= 186 Pwall = 3570.34 lbs Inverse Leeward= 186 Pwall = 2494.35 lbs Wind Sidewall Left= 144 Pwall = 2499.08 lbs Sidewall Right= 144 - Pwall = 2499.08 lbs Roof Loads Slope 87 -2 Enclosed Cnet (Table1609.6.2(2) P (Eqn 16-34) Y -0.32 -8.41 Pmax= 10.65 psf Condition 1 -``Pressure+ Winward Pressure Y -0.01 -0.26 Pmin= -8.41 psf Roof Pressure+ Y 0.11 2.76 Condition 2 ` Pressure Y 0.41 ` 10.65 . Pressure' Y -0.66 -17.35 Pmax= -9.20 psf Leeward Roof Pressure Y -0.35 -9.20 Pmin= -17.35 psf Pressure + Y -1.09 -28.66 Pmax= -20.77 psf II to ridge Pressure Y , -0.79 -20.77 Pmin= -28.66 psf Areas SQFT Windward= 0 Proof= 0.00 lbs Normal Leeward= 0 Proof= 0.00 lbs Wind Parallel to ridge Left= 312 Proof= 8942.42 lbs Parallel to ridge Right= 312 Proof= 8942.42 lbs Windward= 0 Proof= 0.00 lbs Inverse 'Leeward= 0 Proof= 0.00 lbs Wind Parallel to ridge Left= 312 Proof= 8942.42 lbs Parallel to ridge Right= 312 Proof= 8942.42 lbs Resultant Force Wind Dirc. Net Force Windward + Leeward= 6064.69 lbs 6064.7 lbs Normal Sidewall Net= 0.00 lbs 275.7 lbs per ft width of wall Windward + Leeward= 6064.69 lbs 165.4 lbs ASD Load Inverse Sidewall Net= 0 lbs C�-I0 fteering -- " - --T--T------ 1 p - - - - i Brutsman Residence - 17-068 L3 8/14/2017 ASCE 740 Seismic Loads -Equivalent Lateral Force Procedure Description Symbol Value Source Units Site Class - D Chapter 20 NICER (short period) Ss 0.627 USGS website %g NICER 0 sec period) Si 0.625 USGS website %g Response Modification R 6.5 Table 12.2-1 Risk Category - Il Table 1-1 - Importance Factor I 1 Table 11.5-1 - Strutural Height hn 16.0 - ft Peroid Parameter Ct 0.02 Table 12.8-2 English Peroid Parameter x 0.75 Table 12.8-2 English Long Period TL 16 Figure 22-16 sec Aprx. Fundamental Period Ta 0.160 Section 12.8.2. sec Design Spectral Acceleration SDS 0,543 Eq. 11.4-3 %g Design Spectral Acceleration SDI 0,625 Eq. 11.4-4 %g Redundancy Factor p 1.3 Section 12.3.4.- Seismic Response Coefficient Cs 0.08.1 Section 12.8.1. - Use 0% of Snow Load in the Seismic design. Diaphragm Tributary Area = 1209 SQFT Sloped Roof @ 20.49 psf - Diaph. width 1-2. ?) V animate — 97 plf 660.00 SQFT of Ext. Wall @ 13.00 psf V = working stress 69 plf 196.00 SQFT of Int. Wall @ 8.00 psf 1 Diaph. width A-C 31 V animate = f 122 pl. 000 SQFT Floor @ W= psf 8.00 p 34922.3 lbs = V working stress it 87 Of C, HO ngineering 8/14/2017 Brutsman Residence - 17-068 Lateral Load Summary Roof Level Wall Line. Diaphragm 1.1 Triburtary Length (FT) 18.0 Seismic Loading (plf) 69 Wind Loading (PM 223.9 Seismic Wall - Load (kips) 1.25 Wind Wall Load (kips) 4.03 - Controaling Load Case Wind 2.1 1 18.0 1 69 1 223.9 - 1.25 4.03 Wind A.1 11.0 87 165.4 0.96 1.82 Wind B.1 17.3 87 165.4 1.51 2.85 Wind I 8/14/2017 Brutsman Residence - 17-068 L i SHEAR WALL DESIGN ANSI/ AF & PA SDPWS-2008 and CBC -16 Walt Wall Wall Wall Floor Wall Line Load Wall Height Width Position System Stress (kips) Number (ft) (ft) (Plf) Wall Line ID: 1 OTM Upliftfrom Net OTM Res Res extra Res extra above Uplift !i (kip -ft (kiP-ft) (Plfl (lbs) (k) (kips* Required Holdown Anchor or Wall Type Bolt Strap Level: 1 Seismic 8 18.0 Corner STEM 69.4 t0.0 16.8 0 0 0 0.06 SS'i'f?16 FII:JU2 (DB1.2X) B 1.25 - Wind 1 8 18.0 Comer STEM 223.9 32.2 16.8 0 0 0 1.23 SSTB16 HDU2 (DBL 2X) B 4.03 Wall Line ID: 2 Level: 1 Seismic 1 8 18.0 Comer STEM 69.4 10.0 16.8 0 0 0 0.06 SST8 1G " HLJt72 ,[)EiiL 2X) B 1.25 Wind 1 8 18.0 Corner STEM 223.9 32.2 16.8 0 0 0 1.23 SSTB16 HDU2 (DBL 2X) B 4.03 Wall Line ID: A Level: 7 1 8 23.6 Comer STEM 40.7 7.7 29.0 40 0 0 -0.56 Ars Req'd No HD Req'd n [No 1 8 23.6 Corner STEM 77J 14.6 29.0 40 0 0 -0.40 AB Req'd No HD Req'd A Level: 1 ll Line ID: 6 FSeismic 8 19.0 Corner STEM 79.3 12.1 18.8 0 0 0 0.12 SS E 616 hiDU2 {DBL 2Xj A 1 8 19.0 Corner STEM 150.2 22.8 18.8 0 0 0 0.61 SSTB16 HDU2 (DBL 2X) A 8/14/2017 Brutsman Residence - 17-068 L6 Full Wall Diminsions (ft) b h 22 8 ft 1 ft 8/14/2017 Brutsman Residence - 17-068 L? PERFORATED SHEAR WALL DESIGN ANSI/ AF & PA SDPWS-2015 Full Wall Diminsions (ft) WALL LINE: 2 ft ft Level: 1 4.00 4 Floor System: STENT B Position: Corner Eq. (4.3-5) WALL STRESS: 224 plf Wind 364 5 69 plf Seismic REQ'D WALL ID: B 744 REQ'D HOLDOWN: HD2 (DBL 2 E REQ'D AB: SST 't6 Full Wall Diminsions (ft) b h 22 8 ft ft Components Diminsions (ft) Comp. Xi hi L b, 1 12 4.00 4 2 Reduced Allowable Values B 3 260 Eq. (4.3-5) 4 C 364 5 6 532 744 7 Wind E 8 959 1.000 9 Nominal Values (Table 4.3A) (PM Wall ID Seimic - Wind Units A 173 173 Reduced Allowable Values B 260 260 Eq. (4.3-5) Co C 364 511 D 532 744 Seimic Wind E 686 959 1.000 Units Reduced Allowable Values Desc Value Eq. (4.3-5) Co 0.917 _ - (pi Wall ID Seimic Wind Section 4.3..1 aspect 1.000 A 173 173 Sec 4.3.1 & Sec 4.3.3.4 7 -Li 18.0 ft Eq: (4.3-8) T 1954 Ib B C 260 334 260 468 Eq. �a.3-s) v 244 plf D 488 682 T REs 686 Ib VREs 86 plf E 629 879 Res Extra 0 plf Net uplift 1267 Ib CHO, , 1 ngineering 8/14/2017 Brutsman Residence - 17-068 L 36 8 PERFORATED SHEAR WALL DESIGN Components Diminsions (ft) ANSI/ AF & PA SDPWS-2015 Comp. WALL LINE: A bi Level: 1 4 3.00 3 Floor System: STEM 2 12.5 4 4 Position: Corner (If) 3 19.5 6.66 7 WaIIID Seimic WALL STRESS: 77 plf Wind GOMP I s COMP 2 CAMP A 173 173 41 plf Seismic �j B 260 260 REQ'D WALL ID: A REQ'D HOLDOWN: No HD Re'd- 511 7 REQ'D AB: No AB Req'c Full Wall Diminsions (ft) b h 36 8 ft ft Components Diminsions (ft) Comp. xi hi bi 1 4 3.00 3 Nominal Values (Table 4.3A) 2 12.5 4 4 (If) 3 19.5 6.66 7 WaIIID Seimic Wind 4 A 173 173 5 B 260 260 6 C 364 511 7 D 532 744 8 E 686 959 9 Reduced Allowable Values Desc Value Units Eq. (4.3-5) Co 0.737 _ ( li Wall ID Seimic Wind Section 4.3..1 aspect 0.750 - A 173 173 Sec 4.3.1 & Sec 4.3.3.4 Y -Li 22.0 ft B 201 260 Eq. (4.3-8) T 837 105 Ib C 201 377 Eq. (4.3-9) V plf Ib D 294 548 TRes 1123 VREs 140 plf E 379 1 707 Res Extra 0 plf Net uplift -286 lb CHO I ngineer4ng 8/14/2017 Brutsman Residence - 17-068 L Full Wall Diminsions (ft) b h 36 8 Ift ft Load Type Distribution Fat- Location [ft] Magnitude Unit Bearing: psi fv/Fv' = 0.21 tern Start End Start End psi Loadl Dead Full Area 0.39 =' L/360 1719 20.00(4.501) psf Load2 Snow Full Area 0.57 20.00(4.501) psf Load3 Roof live Full Area Support 0.61 20.00(4.501) psf Self -weight IDead IFull UDL I 1 1 9.8 if Unfactored: Dead Snow Roof Live Factored: Total 588 531 531 Design -Value 588 531 531 1119 Shear 1119 Bearing: psi fv/Fv' = 0.21 Bending(+) Capacity "Fb' =, 1200 psi fb/Fb' = 0.64 Beam 1719 0.39 =' L/360 1719 Support 1836 0.33 = L/424 1836 Des ratio 0.57 Beam 0.65 0.65 Support 0.61 0.61 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0...50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.07 1.07 Fcp sup 6251 625 Criterion Analysis Value Design -Value Unit Analysis/Design Shear fv = 36 Fv' = 170 psi fv/Fv' = 0.21 Bending(+) fb = 762 "Fb' =, 1200 psi fb/Fb' = 0.64 Live Defl'n - 0.12 = <L/999 0.39 =' L/360 in 0.32 Total Defl'n 0.33 = L/424 0.59 = L/240 in 0.57 F� WOOdWOrkS® Sizer SOFTWARE FOR WOOD DESIGN Beam1 WoodWorks® Sizer 11.1 Page 2 63 COMPANY PROJECT Wo�� V V v rtes® Brutsman Residence 17-068 SORWAREFOR WOOD DESIGN - Beam2 May 23, 2017 08:13 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 8.056' Of 8' B2 Timber -soft, D.Fir-L, No. 1, 6x8 (5-1/2"x7-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: 8.06'; Clear span:7.944'; volume = 2.3 cu.ft.; Post and timber Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress and Deflection using NDS 2015 Load Type Distribution Pat- .Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area 20.00(14.00') psf. Load2 Snow Fu11-Area 20.00(14.00') psf Load3 Roof `live Full Area 20.00(14.00') psf ,Self -weight Unfactored: .Dead Snow - Roof -Live Factored: Total 1167 - 1128 1128 Value 1167 1128 1128 2295 Unit 2295 Bearing.. Shear fv _ 69 Capacity. .170 .psi 2295 Beam 2295 `.2451 fb 2451 Support psi fb/Fb' = Des ratio Live Defl'n ' 0.08 1.00 Beam 1.00 in 0.94 Support 0.94 0.21 #2 Dead Full UDL 0:67 .Length 9.8 if Unfactored: .Dead Snow - Roof -Live Factored: Total 1167 - 1128 1128 Value 1167 1128 1128 2295 Unit 2295 Bearing.. Shear fv _ 69 Capacity. .170 .psi 2295 Beam 2295 `.2451 fb 2451 Support psi fb/Fb' = Des ratio Live Defl'n ' 0.08 1.00 Beam 1.00 in 0.94 Support 0.94 0.21 #2 Load comb #2 ` in 0:67 .Length 0.67 0.67 Min req'd 0.67 1.00 Cb 1.00 1.00 Cb" min 1.00 107 Cb: support 1.07 625 Fc sup 625 Criterion Analysis Value Design Value Unit Analysis/Design Shear fv _ 69 Fv' _ .170 .psi fv/Fv' = 0.41 Bending(+) fb = 1061 Fb' =.1200 psi fb/Fb' = 0.88 Live Defl'n ' 0.08 = <L/999 0.27 _ L/360 in 0.31 Total Defl'n 0.21 = L/450 0.40 = L/240' in 0.53 94 F-1 I WOOdWOrkS® Sizer SOFTWARE FOR WOOD DESIGN Beam2 WoodWorks® Sizer 11.1 Page 2 (3 S Load Type DistributionPat- 875 846 846 Location [ft] Magnitude Unit Bearing: tern Start End Start End Loadl _ Dead Full Area 1838 20.00(14.00') psf Load2 Snow Full Area 20.00(14.00') psf Load3 Roof live Full Area `Support 0.94 20:00(14.00') psf Self -weight IDead Full UDL 0.50 Length 1 9.8 if - Unfactored: Dead Snow Roof Live Factored: Total 875 846 846 - 875 846 846 1721 1721 Bearing: Capacity 1721 - Beam 1721 1838 Support 1838 Des ratio 1.00 Beam 1.00 0.94 `Support 0.94 #2 Load comb #2 0.50 Length 0.50 0.50 Min req'd 0.50 1.00 Cb 1.00 1.00 Cb min 1.00 1.07 Cb support 1.07 625 Fcp sup 6251 i - WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam3 WoodWorks® Sizer 11.1 Page 2 Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 49 Fv' = 170 psi fv/Fv' = 0.29 Bending(+) fb = 597 Fb';= 750 psi fb/Fb' _ '0.80 Live ``Defl'n 0.03 = <L/999 0.20 = L/360 in 0.16 Total Defl'n 0.08 = L/868 0.30 = L/240 in 0.28 F1 Rancho Engineering Project Title: 5550 Skyway #c Engineer: Project ID: Paradise, CA 95969 Project Descr: ` Phone/Fax: (530) 877-3700 Printed: 23 MAY 2017, 8:24AM General Footr'ing ° �,�� 77"x Ftle IIt ASYtRan ha iRfi�gbsl�31n68 1,�` ENER BRMs1�N ` Description F1 Code'References Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Material Properties Soil Design Values fc : Concrete 28 day strength 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy : Rebar Yield = 40.0 ksi Increase Bearing By Footing Weight = No Ec: Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance (for Sliding) _ 200.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. _ 0.30 cp Values Flexure _ 0.90 Shear - 0.850 Increases based on footing Depth Analysis Settings Y 9 Footing base depth below soil surface = ft Min Steel % Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow % Temp Reinf. = 0.0020 when footing base is below = ft Min. Overturning Safety Factor = 1.50 ;1 Min. Sliding Safety Factor _ 1.50 ;1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure No Allowable pressure increase per foot of depth Use ftg wt for stability, moments & shears No when max. length or width is greater than = ksf Add Pedestal Wt for Soil Pressure No ft Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X -X Axis = 1.0 ft Length parallel to Z -Z Axis = 1.0 ft Z Footing Thickness _ 12.0 in .. I 1. ... ���j� I I dimensions... X }rL � �I III � �Pedestal rX�xI 11"1 �Ir"� � P� ) px : parallel to X -X Axis = pz : parallel to Z -Z Axis = - in in O i" K - i ' ill1 , r ` a ' Ir' m CL Height inCD x Rebar Centerline to Edge of Concrete... tip , at Bottom of footing _ 3.0 in q �� Wr I'fa 9 k�{ Reinforcing 11 oil II w - Bars parallel to X -X Axis Number of Bars = 2.0 Reinforcing Bar Size - # 4 Bars parallel to Z -Z Axis Number of Bars = Reinforcing Bar Size = 2.0 # 4 2-#4Bars 2'- # a ears Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a ?� ,i.^ ^" °u Z -Z Section Looking to +X #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P: Column Load = 0.5880 0.5310 0.5310 k OB : Overburden = ksf M-xx = k -ft M-zz = k -ft V -x _ k V -z _ _� k — -- Rancho Engineering Project Title: Project ID: F 2 5550 Skyway #c Engineer: Project Descr: Paradise, CA 95969 - Phone/Fax: (530) 877-3700 Printed: 23 MAY 2017, 8:24AM G@1�@t�a� FOOtingNERGALG,.ItlC,9832g1,8dild.6,1r28,�ar.61.28.n I DIA 1.11 dile-11CASFY1RanOho;(R�liobs�241BR-1IENEE,�},EGG� Description : F1 , DESIGN SUMMARY > _ : , - • ,; Min. Ratio Item Applied Capacity Goveming Load Combination PASS 0.7460 Soil Bearing 1.119 ksf 1.50 ksf +D+S+H about Z -Z axis PASS n/a Overturning - X -X 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Overturning - Z -Z 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.01865 Z Flexure (+X) 0.1944 k -ft 10.424 k -ft +1.20D+1.60Lr+0.50L+1.60H PASS 0.01865 Z Flexure (-X) 0.1944 k -ft 10,424 k -ft +1.20D+1.60Lr+0.50L+1.60H PASS 0.01865 X Flexure (+Z) 0.1944 k -ft 10.424 k -ft +1.20D+1.60Lr+0.50L+1.60H PASS 0.01865 X Flexure (-Z) 0.1944 k -ft 10.424 k -ft +1.20D+1.60Lr+0.50L+1.60H PASS n/a 1 -way Shear (+X) 0.0 psi 85.0 psi n/a PASS 0.0 1 -way Shear (-X) 0.0 psi 0.0 psi n/a PASS n/a 1 -way Shear (+Z) 0.0 psi 85.0 psi n/a PASS n/a 1 -way Shear (-Z) 0.0 psi 85.0 psi n/a PASS n/a 2 -way Punching 2.10 psi 85.0 psi +1.20D+1.60Lr+0.50L+1.60H Detailed Results Soil Bearing Rotation Axis & Xecc Zecc Actual Soil Bearing Stress @ Location Actual 1 Allow Load Combination Gross Allowable (in) Bottom, -Z Top, +Z Left, -X Right, +X Ratio X -X. +D++i 1.50 1.50 n/a n/a 0.0 0.0 0.5880 0.5880 0.5880 0.5880 n/a n/a n/a n/a 0.392 0.392 X -X. +D+L+H X -X. +D+Lr+H 1.50 n/a 0.0 1.119 1.119 n/a n/a ' 0.746 X -X. +D+S+H X -X. +D+0.750Lr+0.750L+H 1.50 1.50 n/a n/a 0.0 0.0 1.119. 0.9863 1.119 0.9863 n/a n/a n/a n/a 0.746 0.658 X -X. +D+0.750L+0.750S+H 1.50 n/a 0,0 0.9863 0.9863 n/a n/a 0.658 0,392 X -X. +D+0.60W+H X -X. +D+0.70E+H 1.50 1.50 n/a n/a 0.0 0.0 0.5880 0.5880 0.5880 0.5880 n/a' n/a n/a n/a 0.392 X -X; +D+0.750Lr+0.750L+0.450W+H 1.50 n/a 0.0 0.9863 0.9863 n/a n/a 0.658 0.658 X -X. +D+0.750L+0.750S+0.450W+H 1.50 1.50 n/a 0.0 0.0- 0.9863 0.9863 0.9863 0.9863 n/a n/a n/a n/a 0.658 X-X.+D+0.750L+0.750S+0.5250E+H X -X. +0.60D+0.60W+0.601-1 1.50 n/a n/a 0.0 0,3528 0.3528 n/a n/a 0.235 X -X, +0.60D+0.70E+0.601-1 1.50 n/a 0.0 0.3528 0.3528 n/a n/a n/a 0.5880 0.5880 0.235 0.392 Z -Z. +D+H Z -Z. +D+L+H 1.50 1.50 0.0 0.0 n/a n/a n/a n/a - n/a 0.5880 0.5880 0.392 - Z -Z. +D+Lr+H 1.50 0.0 n/a n/a n/a n/a 1.119 1.119 1.119 1.119 0.746 0.746 _ +H ZZ. ++ DS Z -Z. +D+0.750Lr+0.750L+H _ 1.50 1.50 - 0.0 0.01, n/a n/a n/a n/a n/a 0.9863 0.9863 0.658 Z -Z, +D+0.750L+0.750S+H 1.50 0.0 nla n/a n/a 0.9863 0.9863 0.5880 0.5880 0.658 0.392 Z -Z, +D+0.60W+H Z -Z. +D+0.70E+H 1.50 1.50 0.0 0.0 n/a nla n/a n/a n/a n/a 0.5880 0.5880 0.392 Z -Z. +D+0.750Lr+0.750L+0.450W+H 1.50 0.0 nla n/a n/a 0.9863 0.9863 0.9863 0.9863 0.658 0.658 ZZ +D+0.750L+0.750S+0.450W+H 1.50 Z -Z, +D+0.750L+0.750S+0.5250E+H 1.50 0.0 0.0 n/a n/a n/a - n/a n/a n/a 0.9863 0.9863 - - 0.658 Z -Z. +0.60D+0.60W+0.60H 1.50 0.0 n/a n/a n/a n/a n/a n/a 0.3528 0.3528 0.3528 0.3528 0.235 0.235 Z -Z. +0.60D+0.70E+0.60H 1.50 0.0 F- Agency.- CountY of Butte TR+Associates B TRB+ Project Number. 17.054.125.2 Final Plan Review Page 1 of 1 Date: September 1, 2017 To: Bob Smalley Email: bob(a)smalleygc.com (via email) Cc: Philo Hunt, Nancy Springer, Deborah DeBrunner; Jordan DeBrunner, Curtis Johnson, Carrie Gomez, Efrain Ruvalcaba Email: Phunt(c buttecounty.net; nspringer Wbuttecounty.net: ddebrunner(aD-buttecounty.net; Ldebrunner(aD-buttecounty.net; cliohnson(cD-buttecounty.net; cgomez(aD-buttecounty.net; eruvalcaba a(D.buttecounty.net (via email) RE: Plan Review for: Brutsman Residence Project Address: 195 Good View Drive, Paradise, CA APN#: - 041-080-125 Agency App. No.: B17-1323 TRB+ Project No.: 17.054.125.2 The following documents were received for review: Plans: (2 sets) Sheets dated 04/03/17: T-1, A-2 Sheets undated: A-1 Sheets dated 08/18/17: S1, S2, NS1 Structural Calculations: (2 copies) J. Holliday, Rancho Engineering, Inc., dated 08/18/17 Truss Calculations: (2 copies) R. Tan ren Alpine, dated 04/11/17 Truss Letter: (2 copies) J. Holliday, Rancho Engineering, Inc., dated 6/12/17 Energy Calculations: (2 copies) J. Holliday, dated 06/12/17 Response Letters: (1 copy) J. Holliday (undated) Rancho Engineering Other: (3 copies) Plot Map (1 copy) Permit Application Plans have been reviewed for compliance with the Building Department requirements contained in the 2016 CBC, 2016 CPC, 2016 CMC, 2016 CEC, 2016 CRC, 2016 Green Building Standards Code, 2016 Energy Code, and County of Butte Ordinances. There are no further comments. Sincerely, TRB + ASSOCIATES, INC. ' V 'iLfRvls icholas Ho ICC Certified Plans Examiner TRB + Associates, Inc. BUILDING SOLUTIONS 3180 Crow Canyon Place + Suite 216 + San Ramon, CA 94583 for MUNICIPALITIES T 925 866.2633 F 925 790.0011 nh www.TRBp/us.com I i NCHO RECEIVE® BUM �' 2s Eh!qineering, Inc. TRB AND ASSOCIATESAUG 2 3 2017 DEVELOPMENT VICES ��R Plan Check Response 7`13 Brutsman Residence 195 Good View Dr. Paradise, CA 95969 Job #: B17-1323 The following responses are in return to the plan check comments made by Karen Kuffel, plan checker for TRB Associates. Structural Comments: 1. Wire mesh callout revised. 2. Posts called out as 6x6 DF 3. The shear wall schedule on sheet A-2 has been removed. The shear wall schedule on S1 is based on maintaining a 6 and 12 nailing pattern throughout the sheer walls for construction simplicity, the capacity is then governed by anchor bolt spacing 4. Roof sheeting call out added 5. Shc value corrected 6. Wind exposure has been corrected to exposure C throughout the plans and calculations 7. OTM res and Net uplift are ca cuIated through e nation references to other sheets in the q package. OTM res is calculated by taking the exterior wall weight from the gravity sheet and is then multiplied by exterior wall area from the wind sheets. Net uplift is calculated by taking 'n moment on the walls stem i resulting the shear force generated m the structure and finding is g Y g when applied through the centroid of the wall. The dead load for both the wind and seismic 'values are factored within the equation negating the need for OTM Res reduction, the equation has been checked for accuracy. 8. Wall line A h A's perf shear wall sheet has been revised to exclude the wall section between the bathroom window and water heater closet i j If you have any further questions please feel free to contact me at the number below. Sincerel arrod Holliday, P.E. Jarrod Holliday, P E 6067 Skyway Civil, Structural, "Septic Design Paradise CA 95969 (530) 877-3700 Phone/Fax ranchoengineering@hotmail.com IN, Tr II I �I I' LOCATION MAP SHEET INDEX �F- co NEW Z .z HOME< M SHEET DESCRIPTION I--- r , J 0 M FORT 1 COVER SHEET U -.U) :. A-1 ELEVATIONS QZ 0 M ULJ A-2 FLOOR PLANS BRU TS--- A N S-1 STRUCTURAL NOTES & DETAILSCURTI& ALYNN , 0 M S-2 N DETAILS :: , Z - LJ,� , W NS -2 ON STRUCTURAL. NOTES ` O195 GOOD VIEW DRIVE D _J Q U' U - _ Q J Q m PARADISE,CA.J 9595 9 Qa W 0 UJ I .� U A P N 0,41 0 80 1 25Z Z . z cD 0 m - - 0 UJ W m W, `o I DEFERRED : I ARCHITECTURAL N ATE S ABBREVIATIONSBMITTAL REQUIRED Q AB ANCHOR BOLT KIT. KITCHEN 9 GENERAL: ELECTRICAL CONTINUED : - ".FINISH CARPENTRY. AC CONCRETE ` AFF ABOVE FIN ISH FLOOR 1-1 All work on this project shall conform to the 2016 TYP. California Building Code (CBC)(Title 24)(CRC)(CGBC) 713 All branch circuits that supply volt, single 15 and 20 amp circuit supplying installed in 15 1 Perform all work and required for finished woodwork including, but not limited to. AGGR.AGGREGATE L .F. LINEAR FEET LAB LABORATORYand any other applicable state county and/or city codes and ordinances. dwelling unit shall by combination type arc -fault circuit interrupters, installed to A. Interior trim and mIllwork. AL. ALUMINUM ' LAM. LAMINATE , 1.2 Written dimensions shall be used. Do not scale drawings. provide protection otection of the branch circuit. CEC21 B. Similar assemblies of finish wood. ALT: ALTERNATE LAV, LAVATORY information on the ions differ from these notes contact Bob Smalls General Contracting clarification. - 1 3 If of rmation n for c a fication: 4 P Y 9 7 1 Ceiling suspended n ded fa s shall be supportedInde andentl of an outlet box r i t o b listed outlet box or outlet box ANCH: ANCHOR P C. Hanging interior doors 9 independently Y ..9 9 LOC. LOCATED 1-4 The contractor shall verify site conditions and their correlation with the drawings and shall brio an problems to the Y 9 9 Y p systems identified for that E 1 .1 - t use CEC 2 20 8 fabricated n assembled r measurements APPROX. APPROXIMATE Y + 15 2 All millwork shall be abr Gated a d asse bed fo ensure sots taken at the site. „ : LT. LIGHT �p , 1 attention of the Designer and/or Engineer prior to construction. _ r�G P . �r 9 9 7 12 Light I t in clothes closets: surface n I osets s race mounted or recessed incandescent with completely enclose lamp r CH ARCHITECTURAL CTUR t c ose a and 12 0 6 1 In rim lents etc.. Apply with appropriate nate sized nails countersunk n n filled. 'AR A CH E AL ` 9 5 3 Cas t c o su k a d ed All materials shall be If`�" P Y P 9 � , Pp Y PP P - the even certain features of the construction are not full shown on the drawings or called or the notes, • - 1 5 n t f in to, Y 9 � res ectivel minimum from I fluorescent om she f or surface mounted ,or recessed f uo escent 6 minimum from shelf. CEC I respectively, applied to solid ..backfin or led with appropriate ,fasteneYs. PP .. PP 9M.B. MACHINE BOLT then their construction shall be of the same character as similar conditions that are shown or called for and shall • 41 __ 0.8 1 II Interior trim, casing, etc: shall be painted, finger joint. B.M.BENCH MARK 54A r ,: 9, P � 9 1 MAINT MAINTENANCE c l p be approved b the Designer and/or Engineer. 8 PP Y 9 9 7-13 Electrical contractor shall supply and install exterior meter service and junction boxes for cable TV and telephone hone BLDG. BUILDING MAX.MAXIMUM dimensions re face of stud face of concrete or face of masonry, unless otherwise noted 0. 1 6 All ensfion a U. N. ,. Y. ( ) hookups. PAINTING: BLK: BLOCK P G ,_ MECH MECHANICAL 1-7 Drawings represent finished structure. The do not indicate the method of construction U.O.N. "_ NI AL Y I T� 9 P 7 14 E e ri I rvi I II ct ca se ce ane s shall"not be installed fin hrewa s U.O.N. A BLKG. BLO ING P CK C : MEMB:MEMBRANE S S O „ „ A D A fi - o verify that o f _ 13 is theowner's/contractor's res ons brht t ver the r ect con orms with Covenants 1 B It R Y , P Y project ( 7 15 Exterior r Ifi h II I to o is shall be labeled suitable for wet unless the are under a porch where the may be labeled ,'16 1 Perform all work necessary and required for completion of the project. Painting electrical BM: BEAM 9 , Y P Y Y t of ect ficaF work in finished Y q P P 1 9 M -.PE ET. METAL S IAL Conditions & Restrictions CC&R s of the subdivision and/ora approval of the property owners association. „ C P i I ( ) P P P Y "suitable for dam locations". 410:4 A areas of the building and ,access doors is Included. BOT. BOTTOM P (I 9 ... .. MFR. MANUFACTURE' t t 9 Installation and hook u of all utilities shall be In accordance with applicable codes and there requirements of the utility 120 - volt q Y- 7 16 Electrical contractor shall provide 120 v I receptacle within 25 feet of mechanical equipment and an lectncal o te 1 2 Nopainting/finishingshall be starts until the surf ces In p6d a to be a ted/finished are m proper condition in ever P p P Y MIN: MINIMUM co inPan . disconnect adjacent to mechanical equipment. APermanent electrical outlet (controlled by a switch tch located a t the respect.ect. NSPE TI O NS C.J. CONSTRUCTION JOINT MISC. MISCELLANEOUS 1-10 Electrical, heating, ventilation, plumbing, air conditioning equipment and other service facilities shall be located or passagewayaPenin9)sha!IbePr provided at or near attic furnaces. Provide a coin stion air fuel 16_3 Wood surfaces shall be sanded and dusted clean. Putty all nail holes, cracks eta: after first rime coat. C.M.U. CONCRETE MASONRY UNIT designated to prevent water damage/infiltration. burnin a Ian ` 9 Pces 16 4 Leave all lass areas stucco surfaces floors walks hardware, and an ' C.O. CLEAN OUT e other `surfaces clean and free of paint, taro 9 PP , , t s 9 , Y � , P N.I.C. NOT IN CONTRACT -Construction shall be of the highest quality workmanship.:All walls shall be lumb and true. ' All connections shall • T 1 11 Y7 20 Switch control Ili I 9 qP S tc co t o titin or outlet in each habitable a room and bathroom CEC 210.7 A . t t ab 0 spatter, smears and smudges which are the result of these operations. Replace a C. COLD WATER lighting ( ) ,, R c an lass damaged In an way. ' e ads secure accordingto accepted construction procedures or as specified herein or per the 2013 CBC. • A 9 P P Y 9 9 Y Y NTS. NOT TO SCALE b m s cu 721 Switchcontrol I I - P P P P ( ) S tc lighting n at exterior doors bathrooms, garage, hallways, stairways at each level), I e b s c e e attached 16 All roof penetrations such as flues and vent pipes, etc. shall g 9 g g y � y ( ), 5 I t e hal be painted to match roof color. CAB. CABINET • , .P P P P N0. NUMBER -Bob Smalley General Contracting assumes no responsibility for an changes, errors omissions or deviations b the 1128 I 9 P Y Y 9 , � Y garages, and storage areas including the attic. CEC 210.70(A).': YIR. CIRCLE ,C 9 s 9 9NOT PLANNED AT THIS TIME NOM: NOMINAL owner or contractor, either intentional or accidental. . 7 22 Provide disco 0 disconnect within sight of air-conditioning. CEC 44 .14 FLASHING.CEILING 9 9 CLG vise at these drawings or associated construction documents are the only medium available " ' " 1 13 The owner is advised that - 9 Y 7 23 Provide 30 wide or depth minimum of equipment merit x 36 dee working clearance at AC disconnect. CEC CLO. CLOSET P 4 P P 9 EN to'ex express the intent of BobSmalls General Contracting and cannot be assumed to be all-inclusive in that regard. • O.C. DNC TER 9 110 26 A - P Y 9 I ashen all be 24 a. nib: Sheet metal U R. L 19 1 All fl shall het t .O.N: Prime and paint to match adjacent construction CL CLEAR adjacent to the foundation shall be sloped away from the building at a slope'of not • 9 9 9 P 1 O.D. OUTSIDE DIAMETER - 1 14 The round immediately 7 24 m k I Yin '- 9 1 P Y 9Smoke e a a s shall be installed m each sleeping area in hallways leaden to bedrooms on each floor, and at 19 2 Flash and counter flash at all roof/wail connections. COL. COLUMN o , e p 9 Y 9 , O.F. OVER FLOW e unfit vertical to 20 units honz. 5/o for a min, distance of 10 measured perpendicular to the face • less than on i ( ) P P the to of stairways, and vaulted cerin more than 24 higher than hallway. 907.2.10. - 19 3 Provide aIV, Flashing at all wood/concrete connections. COMP. COMPOSITION P Y, 9 9 Y 0 9 9 . - O.H. OVER HEAD II napproved lternate method of diverting water awn from the foundation shall be used. the wall or a t 9 Y 7 17 An spas or ho tubs) shall installed accordance with C.E.C.Lighting fixtures, ifi h I Ili - t t b s a l be i stn ed in acco da ce t C C xtu tin outlets, and ceiling fans : I w o n i 19 4 Flash al roof and alt. r chimney intersections with 24 a.-G.S.M: flashing., Roo flashings around CONC. CONCRETE Y P ( ) 9 9 lighting , 9 Y 9 g f g rid res, vents, : pipes, OBS. OBSCURE or soil conditions warrant the slop the round away from the building foundation „ Exception: where climatic r ' located over a r f i walls r b h e r P P 9 Y 9 f c spa o hat tub or within 5 0 o the Inside Ifs of a spa o hot fu shall b protected b a G.F.I. I .etc s be 2 flues ch inns s hall 4 a G.S.M. copper or other approved flexible flashing material a II CONSTR. CONSTRUCTION P ( ) P ( ) p Y Y 9 PP PP and shall be follow to not less than one unit vertical in 48 units horizontal 2 " slope). " ^ 9 OPNG.-0PENING is permitted to be reduced / circuit and shall I ( P) ci cut a be labeled suitable for use in dam locations". P contour's of the the and allow seating of the tale where occurs. CONT: CONTINUOUS p 9 OPP.-0PPOS1 E T 7-18 The grounding electrode system shall be in accordance w th C.E.C.C 250-50. Contractor shall provide a minimum of 20 19 5 Pressure wood nett to aluminum n m Is notallowed. CT:COUNTERTOP GENERAL EXTERIOR: RIOR: - feet of #4 copper located near but not on the bottom om of the f ootin . Grounding electrode conductor shall be 19:6 Provide flashm9at all exterior openingssex exposed to weather. CT. CENTERER P. D.F.POWDER DRIVEN FASTNER co continuous to Panelboard (no splices) Per C.E.C. CODE P.T. PRESSURE TREATED 2-1 Refer to site plan for location of building and grading, county and/or city codes and ordinances.Electrically7 19 conducive materials (i.e: metal water and 9asPi fin9 and structural steel) that are likely to become STREET NUMBERS. D.W. DISHWASHER `PERP: PERP ENDl CULAR 2- 2 Final'grades around building perimeter shall slope away from fo undation. energized shall be bonded to suPPIY system grounded conductor. DBL. CO BLE PL. PLATE 2-3 Roofing shall be installed Per manufacturer's recommendations. 20_1 install street address LID : numbers o f sufficient size and contrasting mateol to be readily from the street. ANALYSIS DEMO. DEMOLITION N p LWD. PLYWOOD ^^ 2-4 Install all stone veneer Per manufacturer's installation specifications DRYWALL: 202 Builder shall verify additional requirements with building department. DEPT. DEPARTMENT PS POUNDS PERS .INCH W 25 Chimneys shall extend 20min. above any Pert of building and terminate within 10 , Provide manufacturers r �. DH DOUBLE H U N G approved spark arrestors at all chimney top terminationfactory-builtof fireplaces. 8_1 All gypsum board seams shall taped and textured as owner's request. PLUMBING: DIA. DIAMETER R.D.r II downspouts with owner. Final discharge from downspouts shall be 5' min. from building. .ROOF DRAIN location of a down r 2 6 Verify ocah 8 2 Metal edge shall be installed at all exposed exterior corners. P 9 P 9 DIAG: DIAGONAL Y GO 9 P R.O. ROUGH O P ENIN G L E 0 8-3 All openings for outlets switches, etc. shall be cut. Score and knockout method shall not be used. 21_1 Water Closet average consumption shall not be more than 1.28 gallons water flush. CPC 402.2 APPLICABLE CODE. 2016 C:B.C.� 2016 C.M.C. DIM. DIMENSION RAD: RADIUS ENERGY: 8-4 All edges and ends shall occur on the framing members except those edges and endswhich are perpendicular to 212 Shower: doors 22^min unobstructed opening. Min. finished interior of 1 024 square inches and circle inside taken 2016 C E C:,7016 C.P.C, DNDOWN RE. RECESSEDSS D OMM QD co the framing members and at braced wall panels where a ll edges must be b locked O at above shower drain outlet CPC 411.6 a nd 4 11.7 201 6 C:F,C . 2016 C.R.C, DR: DOOR REF' REFER EN CE 3-1 All exterior doors & windows shall be weather -striped. 8-5 Fire rated assemblies shall have joints treated (taped). 21-3 The base for OvaII tile In tub &sh shower' and ceiling In shower areas shall cement,T U f1 ' cement : 2016 G.B.C. DS.DOWN P OUT RE EL REFLECTED 3-2 All joints & penetrations in OvaIIs floors, & ceilings shall be calked & sealed.8_6 Water-resistant gypsum board shall be installed at all wet locations except at Showers. or mat gypsum backers m compliance with ASTM C 1178 0-1288 or C 1325 installed Per manufacturers DWG. DRAWING REFR.REFRIGERA REFRIGERATOR O \\ 3-3 Exhaust fans & fan systems to have backdrafl damper control. 8-7 Framing around shower shall be protected with approved waterproof paper. Water-resistant gypsum board may recommendations. CRC.BUILDING USAGE. SINGLE FAMILYRESIDEN E DWR. DRAWER REIN. REINFORCED 3-4 Shower heads, faucets & waterheaterequipment shall be certified by the California Energy Code not be used.:1/2" cement backer board or other approved tele or wall Pane/ backing board shall be used. 21.4 Bath tubs/whirlpools shall have removable panel to access and remove pump. Circulation piping shall be self draining�.�,.' \ _ (C C.). to minimize water r etention.`CPC 414.0 E.F .EXHA UST F AN S.C. ORE 35 All gas appliances shall have an intermittent i nition device. VENTILAT1NG/ATTIC ACCESS. 215 Water temperature shall be limited 120 degrees F m showerssrs and tubs. CPC 418.0 OCCUPANCY CLASS. R3 E.W. EACH WAY S.O.V. SHUT OFF V ALVE �♦ Q�1 O `.- n O 3-6 Exterior windows &'doors w/ glazing, shall have Permanent NERC levels attached, u values of doors or 21_6 Shower and tub shower -combinations shall have individual control valves ofressure balance, EA:EACH S.S.SSERVICE ' windows shall meet Title 24 calculations. 101 Provide ventilation in all attic areas to meet code requirements. or combination balance thermostatic type. CPC418 0 ELEC. ELECTRICAL _ ' ' ,SCH.SC H E D U C E 37 Ducts to be constructed per California Mechanical Code (2013 GM102 Provide 6^ x 14^ galvanized vents at all areas with crawl spaces. Venting be a ratio of 1.150 floor area. 21_7Sh Over heads be at least 70^ above drain inlet: CPC 3 FLOORS .FT. 792 3-8 Insulate all in unconditioned space R-4 2 min. U.O.N..O.N See energy for additional information. ELEV. ELEVATION SHTHG.SHEATHING IN G ZW i VLocate vents close to corner & at least two 0ppos.te sides toprovide cYoss ventfilaon. Coverbenis wl 1/4 21_8 W ter heaters fin bedrooms or bathrooms must nomPIY wfith CPC 501.1 COVE .. 28 EO EQUAL SIM SIMILAR � , L -Z 3-9 Water heating equipment shal[ be certified by the C.E.C. Water heater energy factor to .60 min:: Pipe within corrosion resistant wire mesh: Provide under floor access CRC 219 Water heaters shall be strapped at within the upper 1/3 and r 113 of Its vertical dimensions. At lower a GARAGE FT. EQUIP: EQUIPMENT `sPEc: SPECIFICATION 5-0of the water heater fin unconditioned space) shall be insulated with R-4 insulation. 10-3 The attic access opening shall not less than 22^ x30.and shall be located in the corridor, m.n, distance of 4^ shall be maintainedabove'the controls of the strapping. EXIST(E) EXISTING SPKR. SPEAKER 3-10 Mechanical equipment t energy Title 24 crier9Y calcs for additional information. hallway, r readily location.30 minimum unobstructed headroom m the attic space shall be 21_10 Water Heater in all and burner -Ignition CC , " : fi9nI ion devices shallII be 18 above 'the floor,r Protected by v'ehicles: EXP EXPANSION '.,SO SQUARE 3-11 All windows to be standard duoglazed w/.vin I frames U.O.N.U.O.N: Provided at or above the access opening. . CPC 504 TOTAL FLOORSQ FT. 1020 `EXT:EXTERIOR -SS SANITARY SE WE-R. U� . 3-12 Lamps used in luminaries forgeneral lighting in kitchens & bathrooms shall have an efficiency of not less than 104 Attic ventilation needs to be at least 1/150 ofthe attic with 50/requiredventing located at least 3 above 21 11 AlStorage type water heaters need a tem arature/ ressure relief valve with a 3/4 hardPIPe drain which terminates 6" STAG.STAGGERED 40 lumens perwatt (usually fluorescent).save or cornice vents with abaionce of required venting Provided by save or cornice vents and shall have to 24 above grade and pointing downward. The dram pipe shall maintain a downward slope to the exterior. or. NUMBER OF STORIES 1- r 'fI ' „ ST ORIES F.F.FINISH FLOOR ' STD. sTnN DnRD 3-13 Title 24 installation certification form shah be Posted at front entrance prior tothe issuance of a certificate cross ventilation for each separate space. The area of ventilation on maYbe reduced to 1/300ProvIded a vapor CPC 505.4, 505 5 & 608.5 F)N. FOUNDATION STL STEEL ofocou occupancy. This is an addition to the insulation certificate. retarder is installed on the warm side of the attic insulation. Insulation baffles need to be used to keep a min. `21 12 Where aPressure regulator orsora e tYPa water heater are present, an approved, listed expansion tank or other FIN. FINISH TYPE F CNSTRUT1ON V B ST R.STORAGE 314 In ulatfion schedule. Exterior Walls: 2 x 4 Studs R-13 Batt 2 x 6 Studs R-21 Batt Ceiling lin R-44 w/ Raiant Barrier Interior Walls (opt.) R-13 Batt of 1 air space for movement crit of air. CRC. t'I t th t device shall be installed to controlintermittent thermalexpansion. FIXT. FIXTURE SUSP: SUSPEN DED 10-5 Openings into atticspace shall be covered with corrosionresistant wire cloth screening orother material thatAnti-siphon devices are requireduired at all hose bibs, both interior and exterior, except theclothes FL: FLOOR SYM. SYMMETRICAL has openings a min. of 1/8" and shall not exceed 1/4 . CRC. This is to prevent the possible backflow of contaminated water into oto the potable waters stem. CPC 6 03.4.7 FIRE SPRINKLERS: YES FLASH FLASHING r 10-6 Openable skylights need to be at least 10' from plumbing vents and 4' from other vents or flues. CPC 906.2. 21-14 A min. of 24" is required in front of thie toilet bowl and the toilet is to be centered in a 30" wide' space CPC 407.6 FLUOR: FLOURESCENT T&B TOP AND BOTTOM 10-7 Raiders ace with -board o0 one side of the rafter and not sheathing on the other are to be ventilated. p gyp g - terminate ' 21 15 Each vent shall to m nate not less than 10 from; or at Least 3 above, an o enable window, :door, opening, air intake Y P � P 9, , FRMG. FRAMING T&G TONGUE & GROOVE • "insulation h f sheathing. free 'A min. of 1 airspace shall r vi a ween he insulat o and the roa sheath The net ee be provided d bet t P 9 t' h II b I th 1/150 f t'f d CRC , . . " "or vent shaft nor less than 3 m ever direction from an lot lin II r e alley and street excepted. P Y Y , e ted CPC 906.2 Y P NOTE ' FT 00 F FOOT FEET ' T.S.TS`TUBE STEEL ven, i a on area s a no a ass an o e area space van r a e 21-16 No buildingsewer or other drains e pipe can be constructed of materials other then cast iron alvanized steel FTG. FOOTING 9 P P � , r f in f h horizontal , 9 TEL: TELEPHONE 10 8 D a tsto shall be installed in attics and concealed roof spaces, such that hor notal area does not I st t I r galvanized wrought Iron lead copper, bass stainless steel 304 or 316E schedule 4ABS, c e 0 A V schedule 40 PVC DWV Pp , , 9 9 , ADDRESS NUMBERS OF - S FF I E T SIZE AND TE MP. TeMP ERE o 3-15 All exhaust fans, gas ranges, & clothes dryers to be vented to outside Perapplicable code. exceed 3000sq ft. CRC.. or extra strength vitrified clay the min. depth of the building is 12" below grade to top Galvanized steel, CONTRASTING MATERIAL TOBEREADILY VISIBLE GA: GAUGE THK. THICK DOORS &RELATED HARDWARE. galvanized wrought iron and stainless steel 304 cannot be used underground and must be at feast FROM THE PRIMARY STREET. G LV.GALVAN ZED TV. TELEVISION WINDOWS:GLAZING & 6" above ground. GL GLASS TYP: TYPICAL 21-17 A min. 18"x24" underfloor access unobstructed b pipes or ducts and within 2 f - YP P t n 0 o each under floor plumbing` GCB. GLUE LAM BEAM e and don finishes shall be as selected b owner U.O.N: all doors with d interior door hardwar a r e ha 6 1 All exterior an i 11 1 Provide safety mer "hazardous locations", including but not limited to al lazm s in shower Y d tempered glazing in azo doua local o i 'cleanout is required. Provide a soled cover or screen. CRC P 7 7 & CPC 0 .10 CND. GROUND Y P 9 9 9 - 9 9 WINDOW OW VALUES U.O:N. UNLESS ' OTHERWISE NOTED locks shalt be keyed per owner srequest. and tub enclosures, andall and within 24 arc of either vertical ped9o of door in closed position. GR.GRADE UR. URINAL - privacy locks shall be provided at master bedroom and all bathroom doors _ For residential projects, 6 2 F r t building v w , 11 2 All window frames shall be :fin full e f mastic. La bu id n wrap over window flanges except slit. P Y P set u bed o P J _ _ GYP. GYPSUM P P 9 9 P U FACTOR 0.32 VERT. VERTICAL door shall be provided with a doorstop. .. SCALE 6 3 All s 11 3 All escape or rescue windows shall have a minimum net clear o enable area of 5.7 square fleet: The P P ' H.B. HOS B P A Q N R INTERFACE: EBI 8 WfLDLA D URBAN I C W.C.: WATER CLOSET . SHGL. 0.25 - II a edge ensor, safety beam or similar safety ^ 6 4, If automatic garage door openers are Installed the shall hav s mfi , 9 , Y min+mum net clear o enable height dimension shall be 24 The minimum net clears enable width 9 9 P Y Y H.C.HOLLOW 0 • P 9 op enable H LLO CORE '. W.H::WATER HEATER device as per state law. „ : .dimension shall be 20 . When window are provided as a means of escape or rescue the shall have _ s P HDR. HEADER P 22 1 THIS HOME IS IN THE W.U.I. AREA AND SHALL COMPLY WITH W.U.I. REQUIREMENTS T A P Y Q N S S REQUIRED IN CRC R337. W.R. E ' WAT R RESISTANT „ _ QS S OWN 6 wide one exit required for residences less than 3000 square feet and two exits for 0 6 5 Ext doors min. 3 • a knish height no more than 44 above h floor. 4 4 t t the TANKLESS W.H. ENERGY FACTOR 0.93 HDWD: HARDWOOD 9 _ W.W.F. WELDED WIRE. FABRIC residences over 3000 square feet: RMC 16.14. a 11 4 Safety glazing must have ve P ermanent Jab' els/identihcatio'n . :HDWR H ARDW ARE W/ WITH 6-6 Exterior doors and doors leading to garage shall have single cylinder deadbolt in addition to door latches. 11 5 Skylights shall comply with CBC 2405:HVAC. MINI SPLIT HEAT PUMP HSPF _8 HGT. HEIGHT W/O WIT HOUT RMC 16 14. 16 Doors and enclosures of bathtubs, spas, hot tubs, saunas, etc.shall be safety glazed (bottom exposed edge HORIZ. HORIZONTAL WDW. WINDOW `DATE ^ ; s exterior landing -2% 2 max. slope.) Exceptions: A Door is SEER 17 fi each side of door unles io 1 /o 6-7 Level floor or landing on B 24 9 p ) P ) >ts less than 60 above standing surface or dram inlet. CBC 06.3.. 9 ( HR. HOUR 9 : WP. WATERPROOF provided nes o swing over the to step. Landing _ ' permitted too en at to step of interior stairs rove door d not n e B L I , 9 P P ) 9 11 7 Glazing with an Individual ane rater than 9 s ft. where bottom edge s fess than 18 above the floor and P P E P P P ER 10.6 HTR. HEATER 9 P 9 q 9 '` WT. n over landing. RG. - " . can be 7:75 inches below to of threshold provided the door does not swing he I C , 9 to edge is renter than 36 and where the ane fin within 36 of a walking surface. P P 9 HVA. HEATING VENTILATION 1 P 9 9 P 9 C EAT NG ENT CATION A R CONDITIONING WTR: WATER 04/03/17, . " o 0 11 8 Stairways: wfi hen horizontally f walking surface 'when exposed surface of lass is less than 60 above t 36o a a a 9 P 9 . WHOLE H E N M HOUSE FA IN 1600 FI C N " REVIEWED ELECTRICAL. II f fi m r f stairway n i tan of adjacent walking surface: Or within 60 horizontally o the bottom tread o a to a in direction I.D. INSIDE DIAMETER P 1 9 Y Y Y when exposed surface of lass is less than 60 above nose of tread. REVISIONS P INSUL INSULATION OR INSULATED 9 FOR C N E ODE PIA C C M L o 2013 California Electrical Code C,f.C. and all other governing codes. 0 7 1 All work shall conform t ( ) 9 9 HERS TEST INT. INTERIOR diagrammatic. Final layout and Installation shall be determined on site. Verify 7 2 ..Electrical drawing s din 9 i 9 Y Y service and FIRE STOPPING: QII location requirements for all meters. Panels me chanical equipment and appliances Prior to installation. IAQ MECHANICAL VE TA A TION J.H. JOIST HANGER AUG 3 0 2017 7-3 Electrical contractor shall verify all fixtures and device locations with owner.14 1 Fire -stopping shall be Provided to cut off all concealed draft openings (both vertical and horizontal) and shall JT. JOINT 7-4 Space all electrical outlets so ho space along the floor hoe •n any wallspace is more than 6 0 measured form a barrier between a top story and roofs ace and in the following specific locations. r a h nY zontall at each wall 2 0 or greater. r. CEC 210:52 A 0 A. In exterior or interior stud walls at ceilings. 7-5 Kitchen, breakfast dinning rooms to have at least two 20 amp small appliance branch circuits. CEC 210.52(A) B. In all stud walls and Partition including spaces, so that the maximum and i T��AND ASSOCIATES CIAT ES 7-6 Provide minimum one separate 20 amp to each bathroom per CEC 210.52(C) And a 15 amp G.F.I. circuit run any concealed space is not over 10 feet. independently for garage and exterior outlets. C. Any other locations not specifically above, such as holes for shafting, behind furring n 9= � 7-7 Provide minimum one separate t0 amp circuit for laundry appliances. strips similar places which could afford apossa a offl flames. - CONTRACTOR., R . 7-8 Provide one receptacle at kitchen island or peninsula counters. CEC 210.52(C).14 2P Penetrations of raced assemblies shallIl be fire -stopped. Fire stopping be an approved material as 7-9 All 125 volt, sin9Ia phase 15 and 20 ampere receptacles installed in bathrooms, garages, outdoors crawl by State Fire Marshall spaces, unfinished basements, kitchens,ns, boathouses and within 6 feet of I'aundrY utility and wet bar sinks shall 14_3 5/8 type X9YP Bd. Under all stairs and tYP.useable storage space under stairway be one-hour construction. COVERCHFET 21 .8. " " F I protected. CEC 0 be G C rot c d ceilings, between Irvin space and garage. Provide fire 14 4 5/8 type X Bd. Shall be used at common walls an s P , 9 P YP 9YP 9 9 9 - Smalley General a Contracting o a 7-10 Outlets at kitchen: spacing 2 feet maximum from receptacle outlet to any Point measured horizontally along tapered joints. ' ^ E 210.52(C). 20 maximum above the counterto CEC the wall /tris.B P t11"IB r n r proof. minimum required al front and rear of dwelling. GFCI protected and weathe oo CEC One receptacle outlet m r 7 11 0 e rens t q 9 P P p COUNTY SHEET NO 210 5 2 E and 406.8 A and B . -Bob Smalls I in hallways 10 ft. long. 210.52 H i Y 7 12 Provide at least one outlet Y 9 O '4 { t AUG G 2 3 2 0 1 7oy DEVELPMENT 530521 564 5 9 4 s 2 SERVICES E R V E S t -G 7 3a 3 N TnCAA CAL �o o C I � f C i V z 00 Z Q �r 'M J N Oo , O M a U �/� ' VJ LO r LL' Qz O 00 Ii U M M O M O W J O a a J m 0 ro Q a LL of W W Z 0 z I Z 11 11 11 11 11 11 11 nil Jill ]111 1111 Ill 11 11 11 11 11 it 11 11 it 11 11 1111 Jill Jill Ill Jill Ill Jill Ill Ill Ill [I H 11 11 11 11 if 11 11 11 11 1 11 H 1[ 11 it 11 Ili -Hit 111111 1Y11111111ill111111111Y111111111111111 11 11 Hill 11 It 11 ill Ill it 11 ill I 1111HIIIIIIINI11 11 11 11 11 11 11 m . W _ W 12 8 1 1 1 11 11 1 1 1 1 11 it I I I I I I it I I I 1 11 11 1 1 1 1 11 1 1 1 1 1 1 i 11 1 1 1 1 11 It I I I I I 1 11 1 1 1 1 1 1 11 1 1 1 1 11 11 1 1 1 1 11 11H 11 1 1 1 1 11 11 1 1 1 1 11 11 1 1 1 1 it 11 Hil ill 11 1 1 1 1 11 1 1 1 1 1 11 it I I I 1 11 11 1 1 1 1 11 11 1 1 1 1 11 It I I I 1 11 11 1 1 1 1 11 11 1 1 1 1 11 It I I I I 1 11 1 1 1 1 11 11 1 1 1 1 11 11 1 1 1 1 11 11 1 1 1 1 11 11 1 1 1 1 11 it I I I I It 11 1 1 1 1 11 it I I I 1 11 11 1 1 1 1 11 11 1 1 1 1 11 11 1 1 1 1 11 it I I I I it 11 1 1 1 1 11 11 1 FTI 11111111111 11111 Ill ill Hill Ill Ill I Ill 11111 Ill JIM Ill Hill Ill Hill Ill 11111 Ill JIM ill JIM ill lill ill it ill Jill 1111 it 11 11 11 11 it 11 it 11 11 Hit 11 11 11 11 11 11 11 11 11 It 11 11 11 11 it 11 11 11 11 11 11 11 11 11 H it 11 11 11 11 11 It 11 11 it 11 11 11 11 11 11 11 11 11 11 It 11 m V 0 cLf) o m 12 Ill 1111 ill Hill ill IIIII Ill 11111 ill [till Ill JIM ill Ill ill ill JIM ill JIM ill JIM IIIII Ill I 11 1 11 11 It 1 113I 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 it 11 t 11 11 it 11 11 11 11 11 11 11 11 it 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Jill Jill ]ill Ili[ Jill Hit Jill Ill 1 9 -L I L-1 I I I It dil I 1 11 11 1 11 1111 1 11 11 it Y N i� l I l.� ri C IV o Al______� MP BRANC CI C \ H R U PT O _ W v � Zco •nKITCHEN OU LETST SUPPLIED WALL LITE BII2210 5 UBY 20 AMP BRANCH CIRCUI iT \\ imW<` cq ERFo T ECTRLC METER2016 C.E C ELECTRICAL DESIGN NOTES. f'�" " —_i _- Or rr '30 1 A V10 6 11!4 Gas LlnG SS LINE- 1. AtL INSTALLED LUMINARIES SHALL BE HIGH -E C NO FFI A CY. 4N MON X 2 68- 26 8 Oa o IDE 6 UTLETWHOLE HOJ2. BATHROOMS GARAGES LAUNDRY ROOMS A D TI IT R00N U L Y MS '- TECTOR '' � � � 2R 1 BATTGFCIrFAN '.-McoAT LEAST-0NE LUMINAIRE IN EACHOF THES SPACES HAL EQ W1 \ r� .� �— ; enNTaniicnavn veceuev ecusno � 99nflllTl FT � ; CrI ANCHOR BOLT'/-HOLDOWN SHEDULE (MONO POUR) (TWO POUR) MIN. STEM MIN. ATTACHE TO MAR HD_ Dc WALL POST STUD OR ANCHOR Le ANCHOR Le BOLT MIN. BOLT MIN. MIN. WIDTH R 'D EO OR POST WITH ; 2 � 2 O HDU2 SSTB1 6 12" TB2 5S 0 1 6 5" ` 6" 2-2 X 6- SDS SCREWS 2 4 O HDU4 SSTB20 16" SSTB24 20" 5" 6" 2-2X 10- SDS SCREWS C S O5 HDU5 SSTB28 24 SSTB24 28 5 - 6 4X 14 SDS SCREWS g O HDU8 SSTB28 24" SSTB34' : 28" 5" 8" 4X6 20- SDS SCREWS 11 O HDU11 SSTB34 24" SSTB34 28" 24" 8" 6X6 30 -'SDS SCREWS I � DRAWN BY .- 505 5MQ��E Y ----- -= ---- - --------- -_,_- --------------- ---- - - - -- ---- - - --- - - ------- - - - SCALE 1 o u n 1/4 —1 0 S-2 M DATE 04/03/17 "6XII DF #1 -2 TY OF 3 -=-- --- ---- -- - -=--- - -- ---- - -' ---- - ->: _- -- _--- - - REV ISIONS � zo � 0 J Fye ,'�� Q•�'� f�� MANUFACTURED TRUSSES 2' O.C. VULCON EAVE VENTS 2X4 D.F. OUT LOOKERS 32" O.C. ' J NON COMBUSTIBLE FIRE-RESISTANT PLYWOOD OR NOTE: GUTTERS AND DOWN SPOUTS OSB AT EAVES AND SOFFITS ALL HEADERS TO BE 6X8 DF #2 U.N.O WITH MEANS TO PLREVENT LEAVES f; Divi N GUTTERS !3a .,.A A. .N ..: GENERA NOTES HOEDOWNS SHEAR VA�� �GHEDU E TYP SHEAR NA�� MOTES TYP IGALL UNB�R C ����� Z0 w wo � z 4- Z` 4 s J - J 4 � N � w N z 4 W 1?i !X V EN O MP50 STRONG TIE"OR EQUI AL T N ARE 51 N I. A HO DOW 5 ED ION OF THE LL L 1L N !K H THE CURRENTLY ACCEPTED IT HA COMPLY WIT L CONSTRUCTION SHALL L A GZ I. ALL IL O 2 N A P �E # 4 w O F SHEAR W TYPES D I . OR LL _ R MS FADERS AND POSTS DF 2 OR BETTS ". I. 2 X 4X BEA H O !11 - O TRACTOR SHALL 1LI A ARE APPROXIMATE. THE CONTRACTOR WA SYSTEM STRENGTH 173 P F SEISMIC F- NS ON PLAN LL L 2. LOCATION OF HOLDOW tIl L z 2 u AND G STANDARDS. 2 UI DING CODE GBG A BG D 7 - CALIFORNIA B LFOUNDATIONI- GA I FLa L � )>D w _ z x, PLATES N A FRAMING Z 5 L LAT A D LL L N FAW T SHEAR WALLS TYPE O 3 F INDF- N THE ENG H OF 17 PL W UA 'OCATIONS BASED O LO DETERMINE .THE ACTUAL L , N O 2 F OF THE BUI b i NG DU RING IY _ FOR THE SAFETY L A BE RESPONSIBLEO _ TOR 5H LL THE G ONTRAGILS 2.O J - l4 _ O W �/ RECEIVING EDGE NAILING FROM ABUTTING # u J .'INSTALLATION. O HE MANUFACTURES RECOMMENDEDSAND POSTS' DF I OR BETTER. IY O WN AND TBEAMS, 'HEADER H LDO2. ' 6X B 5 lX z � z O 2 INC U INC} OV ' ADEQUATE SHO RING "AND .BRAG D R SHALL'PR IDE ON AND CONSTRUCTION W GON_ w 4 X�1i.11 11.._ 7 URING GONGR FTE. H J O 2 IN PLACE PRIOR TO PO 3 B _ STRUGTURAL'WOOD PANELS BLOCKED 4 QL DOWNS ARE TO BEINSTALLED / _ 3. A HOLC ) OT ESS - THAN A S I NG E < ALL PANE 5 SHA N BEL L L LL IX IL TY Z fr x ` COMPLY WITH ALL APPLICABLE SAFE CONTRACTOR SHALL L RUCTION. THE GO} CONSTU.. lu J u llC W O u W l- w 4 w 4 3x MEMBER.' NAILING TO 5x MEMBERS SHALL # 4 2 RAFTERS DF 2 OR BETTER. 1!_. T AND AF E t- 3. 2X JOISTS R EGU ATI ONS. W R L w w 4 O FL 2 Q . .0 ER AND CARPENTRY NAILINO: NG. 8d COMMON OR OT DIPPED GALVANIZED D LUMBER L H Z AC z IL OR SIMILAR ) 2 - 0 OW SHA BE 51M1 AR_TO DETAILS F L - - W GA Y SH N LL L E TAGGERED. DETAILSNOT. SPEGIFI LL B 5 3. W u z t- O w N z WW 2 Z J _ In _l4 W - Z , AN. Z WN "ON P 4 10 SHO L STRUGT N ' GON 11. 5 4 F OR'BETTER. 10 MAX HEIGHT D 3 Z 2X STUDS Z 4 F- O u o STANDARD IL _ BE GRADED I N ACCORDANCE WITH THE ST STRUCTURAL UMBER SHALL _ m 4 i. ALL STR L L 6 O.G: ®EDGES O I ON THE DRAWINGS. W - HO N OTHERW SE H W Z P Y.- UNLESS 5 W HA APL L SHALL GA DETAILS 4. TYPICAL W Z � N H N T-1-11 .SIDING IS USED FOR SHEAR FLY. N Q 2. W EL W Ow UM- E- N RAD SHA HAVE A MAXIMw COAST LUMBER N LL FOR WEST OA L GRADING RULES NO. i b DH L 12 O.G. ®FIFE IL W 4� 4 15 SIMP50N PRODUCTS OR IL TIN ARDWARE SPECIFIED 'CONNEG G H2 _ REFAB RI GATEDW A PJ 5. L L'� O Oz INSTALL DOUBLE STUDS STITCH NAILED N/ _16d 5 � N u N 4 ENT OF la%. L # H. 4 MOISTURE CONTFARING DF 2 OR `BETTER. 5. 2X4 STUDS NONB zi1.� s O zw M u FO 11 ; O N -N SPECIFICATIONS R EQUA SUCH AS USP. INSTALL' PEP, MANUFACTURES E APPROVED L _ W F Z u Z u DL EXTERIOR Z_ z i l OR G D GRADE WITH EX Z Q.. BE STRUCTURAL OOD SHALL' A STRUCTURAL PLYWW 2X F.T..T. 51 2 ALL12 � ANCHOR BOLT SPACING 72 / P LL R 3X MEMBER ATA PANEL JOINTS / - - 12 O.G. O LL ?- La w -'MAX LOAD NG. Z Z Z H AL lL N } _ 4 4 4 GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. w � o �o 0 E AI EACH PANE ` AT JOINTS. J 4 J AND EDG NAIL L � s H WORK OF TRADES AND SHALL CHECK 2 OORD I NATE THE ALL R R BETTER. SHALL G X HEIGHT STUD G ADE O BTT 6. THE CONTRACTOR 6. 2X6 STUDS 15 MA W 1� u.� uu..�� EQUINA ENT. APA RATED ` tYOutll7_ -T§ K1L`H!Llm< PLYWOOD MAY BE 'SUBSTITUTED WITH AN L O 3. STRUCTURAL O THE ATTENTION F ` ANY DISC REPANGIES SHALL BE CALLED T A A A DIMENSIONS. LL RANG HO ENG I NEERING AND SHALL BERESOLVED BEFORE PR OGEEDING WIT H THE WORK ORIENTED STRAND BOARD tO SB . SILL SHEAR TRANSFER NA I L I NO 16d d COMMON OR HOT DIPPED GALVANIZED 3. 8 G N # 7. 2 X6 STUDS 2 O NONBEARING DF 2 OR BETTER. D 'U Il BE RESSURE TREATS K R 5 RY SHALL P � 6 O.G.' COMMON BOX OR SIN E I G ON CONCRETE OR MA ON L 4. ` AL WOOD BEAR N � ) L AFFECTED. TO BE 2 I 2 X 0.131 NAILS / r ) ` DOU AS FIR R EDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. W PENETRATED GL A BE GUT NOTCHED, ` OR OTHER 15E 7. NO 5TR UGTURAL MEMBERS SHALL `UNLESSSPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR A5 SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE OUT OR NOTCHED UNLESS SPECIFICALLY F I CALLY NOTE D 8. CLUEUE LAMINATED BEAMS V4 WITH 2000 RADIUS. RANGE `WITH THE GBG. WA" SYSTEM STRENGTH. 260 PLF SEISMIG OR IS IN ACCORDANCE ALL OR DETAILED4 A NAI 5 FASTENED TO PRESSURE TREATED D RAWI NGS. ALL L THESE SUPPORTS B AFTERS AT ALL 60 F 'WIND `AGED BETWEEN JOISTS OR R I 2 PL 6. SOLID BL OGKING SHALL BE PL , B HOT DIPPED `GA VANIZED. ITEMS INDICATED ON LUMBER TO E L I N S ' CURBS FRAMING AND/OR R SUPPORTS FOR E 8. PROVIDE OPEN G / a. PARALLEL STRAND LUMBER (F5 L) ANY OF THESE DRAWINGS. EXCEPT WHEN LEDOERED. - - - 6 PS a0 St E 2.0X10 I a O PSt Fv 2 P - ST Fb2O FLOORJOIST SIGNED F OD PANELS (BLOCKED) E PROVIDED A T 8 O.G. FOR DIMENSIONED L 3 8' STRUCTURAL WO PA L L RE NOT MEANT TO BE SCALED. GALL 7. CROS 5 BRIDGING SHALL B PR / C ) T SCALE D RAWINGS. THESE .DRAWINGS A N a. ' DO NO L PLATE WASHERS TO BE WITHIN 12 OF PLYSIDE - E PROVIDED AT i0 O.G. FOR 5. L / T C 055 BRIDGING SHALL B R OR ANY; NEEDED CLARIFICATIONS. OVER 10 IN DEPTH. R E ONEER F N I ER 10 _IN DEPTH. USE 5O ID B OGKING OR AN NAILING `Sd (COMMON 0R HOT DIP G L VANIZ )OF SILL PLATE FOR ALL ANCHOR BOLTS.TS. 10. STAIRS. RSE 4 MINIMUM TO 7.0 MAXIMUM; UN II MINIMUM; HEADROOM 6_8 MINIMUM; ROOF OV 10. LAMINATED STRAND LUMBER (LVL) WIDTH 36n MINIMUM PER GBG. APPROVED META TYPE BRIbGLNG. Fb_2600.PSI Fv_285 P51 E=1.8X10 6 PSI OTHERWISE NOTED. „ 8 NAI INC TO BE PER CBC, TABLE 2304.x.1 UNLESS b O.G. ®EDGES G AZED SIDES OF STAIRWAYS . ALL L F NINES OPEN AND L AND 00 OPE 05ED FLOOR R I UNENGL , TYI�AL FR O NOTES LAND1N05 AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30 ABOVE a. P YWOOD FLOOR AND ROOF SHEATHING SHALL BE AID CONTINUOUS OVER TWO OR 12 O.G. � FIELD ORADEOR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAILPER GBG. MORE SPANS WITH FACE GRAIN PERPENDICULAR TOSUPPORTS. STAGER ALLPLYWOOD 11. ROOFFLY TOBE /2" � GDX (5211(o)t(o) OR 055 STAGGER JOINTS RUN 12. FOUR STEPSOR M O RE REQUIRES A CONTINUOUS HNDRAIL 54" TO 38 ABOVE TREAD PANELSS A MINIMUM OF4. I/2 (P ANCHOR BOLT SPACING:48 W/ 2X.P.T. SILL PERPENDICULARAR TO ROOF FR AMING . _NAIL WITH 8 S 6 O.G. ® EDGES NO INCP R GBG 10.'FRAMINGCONTRACTOR SHALL BAGKINGAS REQUIRED FOR ALL LIGHT 1 ALL a INTERIOR BEARINO WALLS AND BOUNDARY-12O.G. FIELD UNG. 15. PROVIDE ATTIC G AGGESS FOR ALL ATTIC AREAS WITH 30 OR MORE IN HEIGHT, MIN. FIXTURES CABINETS WARDROBES TOWSL BARS HANDRAILS ETC. AS REQU I RED AND 4 EXTERIOR WA L' S ARE 4X12 OR &X& UNG. SHEAR TRANSFER NAI INC 16d RA CONTRACTOR. SILL L H F AU IS IN REQUESTED BY THE .GENE L R RM AND I G T I F WITH WALK` PLATFORM, L ACCESS SIZE 1522X3 O OR 30 X30 L 12.FLOOR FLY. TO BE 3/4 T G C48/2 4) OR EQUIVALENT O SB STAGEE R ATTIC. II. EXTERIOR WOOD POSTS COLUMNS SUPPORTED Y A CONCRETE SLAB HALL BE � 4�O.C. �COMMON BOX OR SINKER)ER) 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS JOINTS 4 RUN PERPENDICULAR TO FLOOR FRAMING. CLUE AND FASTEN Lu INSTALLED A MINIMUM OF bABOVE EXPOSED EARTH AND AT LEAST IABOVE SLAB4. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. AND BEAMS SHALL BE NAILED TOOETHERTHER WITH Sd 5 O.C. m EDGES AND BOUNDARY1211 O.C. FIELD UNG. 14.1. NO SPECIAL INSPECTION REQREDF R TH15 PROJECT. ONMETAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH A LL SYSTEM STRENGTH. 364 PLF SEISMIC WIT H 2 `ROWS 16d 5 ANCE TO DECAY OR TREADED WOOD. POSTS OR COLUMNS RESTING LL NATURAL' RESIST ) . ` UM O 8 : ABOVE 511 PLF WINDATURA GRADE SHALL BE'A MINIM FP RS SURROUNDED BY N LDE51GN GRITERIAON IERATR 5 CHEDULER A ISOLATED INTERIOR 'AND EXTERIOR P05T5 ATTRGHED DIREGTLY TO3. WHERE RAKED WALLS OCCUR ALL STUDSG ADE. LLSRU U A WOOD PANE 5 B OCKEDR' UlVALENT UNLESS T GTR L L LT S I MPSON PBS ANCHOR O EQ E A OON FR M TO OBE SECURED WI H A SHALL B B LL A ED B TTOMR THE FO OWING CRITERIACONCRETE-SHALL ,A5 BEEN DESIGNED FO LL COMP. I. THESTRUCTURE H ILE5EiSMIGNOTED OTHERWISE. CORD OF TRUSS RAFTER ROOF SHEATHINGOOEINC R001=INC ILING:'' 5d COMMON OR HOT bIPPED OALVANIZED RING .OPENINGS UP TO 36 -IN r ) R FOR ALL .INTERIOR NONBEA .. � 2 I . -PROVIDE A' 2X4 HEADS MEMBER D SEISMIC IMPORTANCE FACTOR f 2 CEILINO `JOIST OR GE NG L WMAX.A OW. AX: A O M _ _ INGS 3 TO b IN LL ALL ON. ON BEARING OPEN HEADER FOR ALL I N I PROVIDE A 4x4 HEA E s 0.631 51 0.266 W DTH. 5 MAPPED SPECTRAL RESPONSE ACCELERATIONS: , R HAN 6 . 6 O.G. ® EDGES N. SPAN. E " 4X6 HEADER FOR OPENINGS CREATE T SITE GLA55 D WIDTH. USE A --SEISMIC ROVIDE SOLID B OCKING IN FLOOR CAVITY - - - BALLOON FRAMED 12 _ O.G. ®FIELD 4. P L L L HA BE BALL VAULTED CEI INGS SHALL ADJACENT TO VA L ED L .084 EXTERIOR .WALLS AD G -SEISMIC RESPONSE COEFFICIENTS: SDS 0.545 SDI 0.266 Gs O I3. ALL EX UNDER STRUCTURAL POSTS. PROVIDE . RAFTER. D T L U5 STUDS TO BOTTOM CORD OF TRU55 OR IT CONTINUOUS ., W H G -SEISMIC D ESIGN CATEGORY D 1= N I A '01�ER1=R ,�M NC ET`�RS. LU: GA 1 OR 2 d� ANCHOR BOLT SPACING. 24 W 2X F.T.SILL L A SUPPORTS. MATCHING POSTS EXTENDING TO N FOR"ALL FRAMING MEMBERS AT E A 5 I PROVIDE 50 iD BLOCKI G T NO SYSTEM: IGHT FRAMED SH AR W LL 4. ID 50L IM FORCE RE515 I 5 L -BASIC, SEISMIC S _ - _ 7 MACHINE BOLTS UNLES - N CONNECTIONS SHALL `BE 'ASTM A30 4 O.G. 6 a _7 3 I S OR TIMBER GO N T 2X4 ® 2 R R 6.5' S. BOLT F R G BEAM FOUNDATION BE OW. S MODIFICATION FACTO SUPPO TIN L w -RESPONSE LATEST _' I N ACCORDANCE WITH THE L 1.[1 BE INSTALLED LED A I E NOTED. BOLTS SHALL L ENT STATIC G FORGE PROCEDURE OTHERW 5 N PROCEDURE: QUIVAL T �� � a � �� IS ROG E -ANALYSIS P L 51 SHEAR TRANSFER NAILING Ibd 2X6 24 O.G. 10-3 II -b ICN SPECIFICATION FOR WOOD CONSTRUCTION BY THE LL Q OF THE NATIONAL DE5 � . 12. WIN D. EDITION T N META HARDWARE NOTED ON HE 5. A L T ALL 0 3 O.C. COMMON BOX OR SINKER151-011_ _ ER r ) E 16 SMALL HOLES SHALL B I ASSOCIATION. OL 14 EST PRODUCTS A G / X8 ®24 O.G. `a N .SPEED. - 110 MPH 'NATIONAL FOR 2 -NIND PRODUCTS` OF SIMPSON PLANS ARE - ` T DIAMETER. L WIND EXPOSURE: URE G THAN THE BOL Lu _ _ O 2 XIO @ 24- O.C.<16 O `;I8 O AND ENGTH AS THE STRONG TIE COMPANY INC. OR EQUAL.- E T SAME DIAMETER L LIVE LOADS I6. HOLES FOR LAO SGR EW SHANK SHALL B HE 1.3. L L O a i WA SYSTEM STRENGTH. 532 PLF SEISMIG } HE SHANK , LL BE OF - - PENETRATION' SHALL B fNING DEPTH OF THE O I O NOW LOAD: 20 P5F SHANK'. THE REMA 2X12 m 24 O.G. ' - la 2 RUCTION 5 L LU F CONSTRUCTION/ ROO - SEE NOTE I 744 PLF WIND �1 11 Q 'DIAMETER. RAFTERS SHA BE NAI ED TO ADJACENT ll) IA FLOOR LOAD: 40 PSF 6. RAF LL L -RESIDENTIAL L R O H SUNDER NUTS AND ' BOLT HIP AND VALLEY RAFTERS H R GUT.. PLATE WA5 ER IRON WAS ERS O L RO IDE MALLEABLE _ `17. P V CEILING' JOISTS TO FORM A CONTINUOUS TIE. Q STRUCTURAL WOOD PANES (BLOOKED) EAR N WOOD. 3 8 RU L L L D 0 OR AG SCREW HEADS THAT B O SITE WORK AND FOUNDATION: TION L ERS ARE NO PARALLEL O _ _ I HOLES TO 759b OF THE WHERE RAFT T T 2X6 C11-511 3 IO O PRE DRILL NAL L AI INC TENDS TO SPLIT WOOD L I8. WHEN REQU I RED N L HA TIED N JOISTS RAFTERS5 L BE TO MI � L NAILINO: 8d COMMON OR HOT DIPPED GALVANIZED_ L_ PER SHANK DIAMETER. r ) OI OR ENGINEERED' FILL AS NAIL 5H " 2X8 l0 a I I a UNDISTURBED .S L I SHALL BE NATIVE I. FOUNDATION -50 L L , 1l1 A AND VERTICAL DRAFT O PEN I NGS 1X 4 GR055 TIES AT 48 O.G.''MAX. F A HORIZONTAL A E FIRE BLOCKS TO GUT. OF ALL T WHERE APPLICABLE. I ALL ENGINEERED FILL SHALL B la.' INSTALL F R L SGT. SOILS REPORT THE PROD L -2X10 151-611 IL S ' BE OF 2 4 O.G. a EDGES 12 3 F ATTIC SPACES. FIRE BLOCKS HALL GENGY SHA BE STORIES AND R00 A FROM THE TESTING A LL BETWEEN TWO CIA INSPECTED ANDA PAD CERTIFICATION :SPE L If I _ O.C. @ FIELD _ T GBG. 2 .FEL ARE A5 REQUIRED BY HE - 5. LOCATION OF FIRE BLOCKS2 12 NOMINAL THIGKNES LWH RE GIRDER TRU55 OCCURS PROVIDE X 15 O 7 E R l a, ED 3 PROVID, R I TH U SEA RING TO BASED ON LOCAL BEAMS AND ,GIRDE R TRUSSES TO BE SUPPORTED W FULL _ 2. IF, NO GEOTEG HNIGAL REPORT NAS PROVIDED DESIGN 15 B L 20.ALL AR (NG SUPPORT U INC BUILT-UP UP - X FU BE T S L 2 LL 1.75xa.5 LVL L 161-611. E OARS AND RECOMMENDATIONS. FOUNDATION UNL E55` OTHERWISE NOTED. 1/2"(P ANCHOR BOLT SPACING 16 W 2X P.T SILL 15 b __� ALLOWABL L JURISDICTION E5 OED SUDS OR 4X POST UNLESS NOTED T 5 8 (V ANCHOR BO SPAG I NG 24 W 2X F.T.LL _ R SOLID T O LSTS O OL E AWAY FROM .HOUSE FOR WA 5 ON FLOOR ARE TO BE SUPPORTED BY DOUBLE J 1.75X11.875 LVL T ACCOMPLISH A 5% SLOP 21. ALL LL Ja 6 3 . 'GRADING SHALL BE PROVIDED O A 18 3 UM OF 10 . BLOCKING UNLESS NOTED OTHERWISE. OTHERWISE. ' MINIMUM , AM 0) - 51 SHEAR TRANSFER NAILING 2 ROWS LL A S WITH :SHEAR WALLS ' C ) TO ALIGN NON SHEAR W LL IGH FURRING AS NECESSARY R E BUI DING TRENCHES WH 22. PROVIDE OWED NEA THE L '' _`N UTILITY TRENCHES .SHALL BE ALLtT 4. O L O H' O 8. AT CALIFORNIAOVERFRAMI N TEL LONER, 16d ©4 O.G. COMMON BOX OR SINKER l.h OTE UIRED. � ) R THAN A' 45 DEGREE LINE PRO JEGTED DOWN AND AWAY FR H A5 REQ , DEEPS H EXTEND SHEAR WA 5. - G BETWEEN JOI-STS AT BEARING WALL S AND AT LL E SOLID D BLOGKI N H ATHI NG HA BE CONTINUOUS N FOOT NG. 23. PROV I D L ROOF S E SHALL i BOTTOM OM OUTSIDE CORNER Y I , DF 2 MAX. SPAN II O O I G HOLES I N' WEBS 2X4 � Ib O.G. FOR DRI L I NG AND GUTT N H L WER ` 4. REFER A NUFAGTURES SPECIFICATIONSL V 'AT PO 2 E M E F I SHED CONCRETE D TUS UP ABOV NI E 20 REBAR I N FOUNDATION AN 5 5. ' PLAGEXCEPT. WHERE 22 X30 _ACCESS IS REQ D. 2X4 ©24 O.C. DF 2 MAX. SPAN a 3 - 6 P F SEISM ED ..JOISTS. ALL SYSTEM STRENGTH 68 IG METER LOCATION. ON. OF MANUFACTURED I O V II HE E NOTE a5a WIND - v O M G SHA COMPLY Y WITH T SE I AM NG A FRA IN LL L 25. EXCEPT WHERE PLANS SHOW SPECIFIC FR I ALL a. A FASTENERS PENITRATING PRESSURE _ ALL X ®16 O.C. DF 2 MAX. SPAN !6 a AS A MINIMUM. 2 6 CONVENTIONAL CONSTRUCTION PROVISIONS, 23 GONVE L CONCRETE: 'GBG CHAPTER1' # TREATED UMBER `70 BE HOT .DIPPED X ®24 O.G. DF 2 MAX.MAX.SPAN 13 6 L 2 6 __m OVER URA WOOD PANELS 5 B OGKED PERFORMED IN AN APPROVED 3 8 STRUCTURAL A L L UE AMINATED BE11 AMS FABRICATION SHALL' BE PE / (BLOCKED) 26. FOR GL L i O GI O7 IDE GALVANIZED. s G G FABRICATOR'5 SHOP I N ACCORDANCE WITH GB 7 I. 2 5 5 P51 PER B FABRIC SHA BE 3000 C ) I. THE MINIMUM COMPRESSIVE STRENGTH A T 28' DAYS LL is 16 O.C. DF 2 MAX. SPAN 21 0 r 2X8 MM _ _ VJ Q HE FIELD HA BE SUBMITTED TO INSPECTION TON `CERTIFICATES SHALL ' G UE AMINATE D BEAM1-' SHALL CONFORM TO ASTM G 150 STAND ARDS. 27. L L 2.. ALL GEMENT USED P 4O.C.DF 2 MAX. 5 AN 17 3 E WITH 2X8 � 2 O. INSPECTION IN ACCORDANCE �i N THE FRAME 5 # RTO COMPLETION OF NAI INC IOd COMMON OR HOT DIPPED GALVANIZED G FOOTING AND STEM WALL MIN. I 4 REBAR-2 BELOW TOP INSPECTOR .PRIG L r ) REINFORGIN ) i ) 3. HORIZONTAL i , H 7...4.6.2. � , A AND 3 CLEAR ABOVE BOTTOM OF THE FOOTING`AND AT 15" O.G. ' THE GBG 1-104.6.2. • -� O STEM W LL F :' DF 2 MAX.- SPAN 25 3 ORI ZONTAL SPAC I N G 3 O.G. � EDGES 2X10 m lb O.G P -O MAXIMUM H N OOD ..TRUSS..... „ 2X10 � 24 O.G. Al OF 2 MAX. SPAN 21 6 m i DER LIVINO I NG MANUFACTURED W 12 O.G. � FIELD 4. CONCRETE 5L ABS SHALL BE A -MINIMUM OF 3.5 THICK PER GBG. SLABS UN L N GIN BAR OR WIRE W 1(� OLAREAS S AND IN GAR AGE .SHALL BE REINFORCED NFORGED WITH_REINFOR G �� v D I GBO RESEARCH BE PER GBG STANDARDS AN ALL FABRICATION SHALL I I. DESIGN AND FAB ,I 2 cG ANCHOR BOLT SPACING 13 W 2X P.T. SILL Dl / / AAll D GK BASE AT ALL W SLAB AN ROOK MESH. PROVIDE WAT ERPROOF MEMBRANE BETWEEN L TABLE OP AB�R�V 1 �4 IONS L T REPORTS. 5 8 (P ANCHOR BOT SPAGINO 18 W 2X P.T. SILL Lu BY 501 S REPORT. / L / L 1VIN G ` AREAS O RASRECOMMENDED L OWABL E STRESSES FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL I-- X N E `SHA CONFORM TO `ASTM G 33 FOR STANDARD 2. INCREASES' IN ALL GGREGA LL D COARSE A T 5.' FINE AN A.B.:ANCHOR BOT O.G. ON CENTER L F.O.G. , FACE OF CONCRETE • O NOT BE OWED. �l O N LL 51 SHEAR TRANSFER NAILING. 2 ROWS LL r) ` I GHT WEIGHT CONCRETE. NDS `ASTM G 330 F LETE ANG. ANCHOR O.D.O OUTSIDE DIAMETER HT GONGA .D. LL WEIG MASONRY F.O.M. ACE OF MA , F K TRUSSES MUST B E DESIGNED TO AS OG INC E INSTALLED L 3. WHERE TRUSSES AR LL OR SINKER) MORE 16d ®3. O.C.OCOMMON BOX O NTO NOT R N RT PORTLAND GEMENT N C ) ED' OF ONE PA L HA BE `COMPOS - ARCH. ARCHITECT RY PACK SHALL 6. D F.O.S.F OF STUD X A WALL LOADS. .O.S. FACE N TRANSMIT DIRECT A I L ASSEMBLY L NINE` S Y, OPN G.OPE PERT. VERTICAL ..ARTS SAND. A 5 VER G L THREE PF M G. ' FRAMING THANR O 5 5' OWING TRUSSES REQUIRED. BL OGKING B RAGING AND .TRUSS DRAWfNG H 4. PROVIDE L N' O POSITS WE T FOR IO DAYS OR BY AOPP. P PING CONTINUOUSLY 7. GON CRETE SHALL B E CURED BY KEEFT. -FOOT . 0 E F RESPONSIBLE LICENSED ENGINEER ON CALCULATIONS WTH SIGNATOR O R A RS A 'CUL H NGE G L 'ORIG.' ORIGINAL .. FTG.. FOOTING W/ WITH I G COMPOUND. APPROVE D CUR N OL _ 'A PAGES. BETWEEN . ALL BTWN. O :.:WITHOUT UMBING P ANS FOR W/ A ELECTRICAL AND PL L GTURA MECHANICAL, L ARCHITECTURAL, REFER TO � '; 8. , RECOMMENDATIONS AND THESE DRAWIN G5. O PER MANUFACTURES R BLOCK 5. INSTALL TRUSSES BL GA. GAGE INTO CONCRETE AND FLOOR DEPRESSIONS FTG. BLK MS TO BE CAST NT . ' MISCELLANEOUS TE , E MISE LL 5ES WITH INFILL. d E STRUCTURAL TRUS L OGKING TRUSSES SHALL BE STR L BL GALV. GALVANIZED 6. A GABLE END T K G. W.W.F. WELDED WIRE FABRIC GA IONS OF EXPAN510 N JOINTS,'SCORING FTG. LL 8 L A FOR O TOOD U A' PLANS LPLY. P YW EGT R L, L L a. ' SEE ARCHITECTURAL ARI NG LU I TE 'AT AN EXTERIOR: BE BEAM 6 G U AMINATED RED TO TERM NA /L L L ` O EB BRACING I S REQU I M.' �. ALL LATERAL W B L FLAT WORK. POUNDS PER SQUARE INCH INA K5 SLABS, AND OTHER L PSI FOR CONCRETE NAL K5, O GANG NAI TRUSS WALL: BOT. /N L PER ASTM PSF POUNDS PER SQUARE `FOOT M OF .4 SLUMP 4 AND - HA HAVE A MAXIMUM L N RADE SHALL 5 AB O G E FOR L IO. CONCRETE TE 50 STC, CLIPS, BEARING 1.(l G NALLS UN E55 USING 51 MP NBR G. TO N ONBEARIN W LL L 8. DO .NOT ATTACH TRUSSES G 13 4.5SAG K5 OF CEMENT PER CUB 10 YARD OF G ONGRETE GEMENT TO BE PER ASTM® `AT l E ' PAN. HD. HOEDOWN 0-150 O TYPE I OR 2. UNLESS NOTED OTHERWIS ON L HDR. HEADER X ' ` BY G.J. CONSTRUCTION JOINT SE OF QUANT TY ITE DIMENSIONS ENS IONS TO ' THOSE QTY. RESPONSIBILITY ITY TO VERIFY5 M a. ' IT IS THE CONTRACTORS L CENTERLINE H.S.B.' HIGH STRENGTH BOLTS RL G R. CLEAR PRIOR TO ORDERING TRUSSES FOR THE PROJECT. CL R. CALCULATIONS I G STEEL: THE Td� ` DIAMETER RE I NFORG N HT. HEIGHT G.M.U. CONCRETE MASONRY UNIT _ - EQUA 5 UM HORIZ. HORIZONTAL L GO COLUMN L L RAD. r.' RAD I U5 POUNDS UMBER ASTM bi 5 GR ADE 40 FOR 4 BARS AND N A BE A GING STEEL SHALL A REINFOR I. ALL , GO NG. CONCRETE REINF. REINFORCING PLATE TEE' `SHA L BE AST M A615 GRADE 60 FOR 5 BARS R L REINFORCING STEEL L M ER. ALL I.D. _INSIDE DIAMETER SMALL , REQ REQUIRED ONN. CONNECTION ' D G T ESS OF / TH APP NG OF 112 Fz I FABRIC IS TO BE AS TM AI85 WI L I / AND L AROER. NEL DED EIRE RE REVISED REVISION -' CONST. CONSTRUCTION V. P .; H SPACES. CONT. CONTINUOUS IN. INCH RM. -ROOM O HA BE DEFORMED PER ASTM A305. INT. INTERIOR O ALL'BARS SHALL 2 ASE O OTHER F OOSE FLAKY .RUST GRE R ^, o AND FREE O L L HA BE CLEAN A o o. . ALL BARS SHALL , 3 BOND IMPAIR I NG MATERIALS. J.H. JOIST HANOER KING DB DOUBLE S.B. ' SOLID SLOG L /30/18 i COLD. JST. JOIST 4. A B ENDS SHALL BE MADE L LL HED ` SCHEDULE DIA. DIAMETER SG L s iv► H HAVE LAPPING OF 30 BAR .DIAMETERS OR 24 JT. JOINT A IN CONCRETE SHALL SECTION BARS LONA `' SECT. 5 < SP ICING OF ' DIAG DIA L L _ o� cA F AVE APPINO OF F ARS I N MASONRY SHALL H L WHIG H EVER 15 GREA TER. SPLICING O B DIM. ` DIMENSION H CH EVER 15 GREATER. LT. LIGHT 40 BAR DIAMETERS OR 24 W I LT.WT. LIGHT WEIGHT SIM. 51MI AR "BEFORE POURING L AND SECURELY PLACED A B ARS SHALL': BE ACCURATELY 6. LL S.O.G. SLAB ON GRADE • NI E A OWED. DP. DEEP R NGHO .ENC. JOB. I� ObB: CONCRETE, ` NO NET SETTING W LL B LL DRWG. ; DRAWING SPEC. SPECIFICATION BOLTS: . SQ. SQUARE ANCHORL MAX. MAXIMUM STD. `. STANDARD DR,4WN `BY 'RPP IIEII EXISTING M.B. MACHINE BOLT A E 12 cp WITH. A MINIMUM OF 7 EMBED INTO THE M I L SIZE AND SPACING SHALL / I. TYPICAL REVIEWED I FIRST CONCRETE' FOUR. '`BOLTS SHALL BE SPACED AT -72 O.G. MAX FOR SINGLE OKD. BY. .JPH FOR COMPLIANCE CODE ' PLIA C C M STORY BUILDINGS. C7 AND 48 O.G. MAX FOR TWO STORY i 2.' PLATE WASHE RS A MINIMUM. SIZ EOF3X3 X0.22a SHALL BE USED ON EA. BOLT. X17 ' DATE. 08 f AUG 8Irt UG 0 / = FOUNDATION WALL` AT 3 / BOLTED >TO THE FOUNDATION OR FOU I SHALL BE B L 3. FOUNDATION SILL 5 AND AT AL INTERIOR SHEAR WALLS. - ALL HOUSE AND GAR AGE PERIMETER WALL L HEAR WA S MAY USE SHOT PINS FOR INTERIOR NON 5 LL SIL AT INTER REVISION 4. FOUNDATION L ND 14SS TF2� A OCIATE 5 UST BE O .140 SHANK DIAMETER WITH 0.300 HEAP CONNECTION TO SLAB. SHOT PIN M 2.5 ONO. DIAMETER AMETER AND. WASHER AND A MINIMUM OF L DRAWI'NO NUMBER I O ONE ANCHOR .BOLT WIT HIN 12 OF EACH MINIMUM F A SILL PLATES MUST HAVE A N 5. ALL E WEEN HOLDOWNS. END OR TWO BOLTS B T O 51MP50N 5 8X7 i 6.' AS A REPAIR FOR MISPLACED MISSING ANCHOR BOLTS / A ANCHORS MAY BE USED. THE 'ANCHOR MUST BE EMBEDDED A MINIMUM OF WEDGE LL GE DISTANCE of 2.5 . INSTALL ANCHORS PER � CONCRETE WITH AN ED ! 4.5 INTO THE MANUFACTURES SPECIFICATIONS. i ---' - -- - - L. f I I I I 9 r - I I I � I I � I I M/Greenl. 6� ���_ RESIDENTIAL MANDATORY MEASURES I EFFECTIVE JANUARY 1, 2017 - 2016 CA-LGREEN CODE I SECTION REQUIREMENTS I I :::::::::: 4:;: i 1 I I � � , 1: : 1:1:::::i;;; , , 1, ;', I " � �,, fr ", 'Scope ,,,� , , -,�`,,��.,','�_ ", , , � - 101.3. Applies to ALL newly constructed residential buildings: low-rise, high-rise, and I I hotels/motels. ME:1517UMMA 1 I ' [ , � � . . . 10; viluW1001 I'll � I 'W 11 � I d ns and alterations , 11i I -, I I continued - . Applies to additions or alterations of residential buildings where the addition or . -continued alteration Increases the building's conditioned area, volume, or size. 7301.1.1 . Requirements only apply within the specific area of the addition or alteration. 4303.1.3.1 Single Showerheads: :5 2.0 gpm @ 80 psi . Note directs code users to Civil Code Section 1 1 01. I et seq., regarding 17 l Lmertit of l -�pnl plyMbing fixtures. - 4.106.4.2 I lbufidln I "I', � 11 ", I-ow-rissianorl a _ , 301.2 � Q or hil-rise, on! HR.j. Banners identify provisions a pl�ig to low-rise onl,� � I 4.303,1.4.1 Residential Lavatory Faucets: Maximum Flow Rate !� 1.2 gpm @ 60 psi; , , , , "I'll ���WIU '. � 1, ol I L 1AL I'll � I, , mr ftw na �i� , z IM" ", ,, ainageand retention during cc - 4.106.4.2.4 Note: Construction documents are intended to demonstrate the projecfs capability Projects which disturb less than 1 acre of soil and are not part of a larger common plan 4106.2 of development shall Manage storm water drainage du ng construction. installed for use. to be constructed or available until EV c - " i, � _' I I " - ,""_'111"��1,11. , , I I .�_ - 77_-;;� ' Wging wel locations � ,, , � ,,, ,P=e I Construction plans shall indicate how the site grading or drainage system will manage 4.106.3 all surface water flows to keep water from entering buildings. . Exception for additions least I EV space shall be located in common use areas and available for use by all and alterations which do not alter the existin drainage path. residents. I , I I'll, ,, I �'Eierctil whide'l(EV) chal for new.constructiorl , , , . When EV chargers are installed, EV spaces required by Section 4.106.4.2.2, . Comply with Section 4.106.4.1 and 4.106.4.2 for future installation and use of EV Item 3, shall comply with at least I of the following options: chargers. I . The EV space shall be located adjacent to an accessible parking space meeting . Electric vehicle supply equipment (EVSE) shall be installed in accordance with the the requirements of the California Building Code, Chapter 1 1A, to allow use of California Electrical Code, Article 625. 4.106.4 . Exceptions on a case-by-case basis as determined by the Local Enforcing Agency: 2. The EV space shall be located on an accessible route to the building, as defined 1 ' Where there is no commercial power supply. in the California Building Code, Chapter 2. 2. Verification that meeting requirements will alter the local utility infrastructure ,, _EV char in is ace EVS, sea dimensions, ',j,, ,�,,, , ,,-_,_L �'�',,, ,,�?, ,",,, -.'' design requirements on the utility side of the meter increasing costs to the �, ,,,, EV spaces shall be designed to comply with the following: homeowner/dweloper by more than $1 dwelling unit. � I 2_U . -15V thal I - & mily dwellingsttown fith attached private garill 2. The minimum width of each EV space shall be 9 feet. . Install a listed raceway to accommodate a dedicated 2081240 -volt branch circuit for & One in every 25 EV spaces, but not less than 1, shall also have an 8 -foot wide each dwelling unit. minimum aisle. A 5 -foot wide minimum aisle shall be permitted provided the . Raceway shall not be less then trade size 1 (nominal 1 -inch inside diameter). 4.106.4.1 & - Raceway shall originate at the main service or subpanel and terminate into a listed 4.106.4.1.1 cabinet, box or other enclosure in close proximity to the proposed location of an EV 48 units zo a _ l" rit " , _0 a c . . . ..................... .. � ...... - 1- n charger. I I ,�%,slope , V ,� � " , � , �,�7 , ,,7"" §. is E , " ... - " I 6 ,,, , "", . Raceways are required to be continuous at enclosed, inaccessible or concealed , . Install listed raceway capable of accommodating a 2081240 -volt dedicated branch areas 'and spaces. circuit. . Service panel and/or subpanel shall provide capacity to install a 40 -ampere . The raceway shall not be less than trade size I (nominal 1 -inch inside ded h circuit and space(s) reserved to permit rists of a ' = . diameter). I =m I t protective device. Service panel or subpanel .rc.it==c e � I ' &--11.,C-re.1m," 19 �- -,,,, 4-,:- RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 - 2016 CALGREEN CODE SECTION REQUIREMENTS 4.106.4.1 & directory shall identify the overcurrent protective device sprace(s) reserved for future 4.106.4.1 .1 on shall EV charging as 'EV CAPABLE". The raceway termination location shall be continued permanently and visibly marked as "EV CAPABLE". . -continued , , EV chariping for multifamily dwellings �, � 777 , _._--------777-- . , . Applies to building sites with 17 or more multifamily dwelling units constructed on 4303.1.3.1 Single Showerheads: :5 2.0 gpm @ 80 psi the site. 4.303.1.3,2 Multiple Showerheads: combined flow rate of all showerheads controlled . 3% of the total number of parking spaces provided for all types of parking facilities,1 4.106.4.2 but in no case less than one, shall be electric vehicle charging spaces (EV outlet is to be in operation at a time spaces) capable of supporting future EVSE. Calculations for the number of EV 4.303,1.4.1 Residential Lavatory Faucets: Maximum Flow Rate !� 1.2 gpm @ 60 psi; spaces shall be rounded up to the nearest whole number. 4.106.4.2.4 Note: Construction documents are intended to demonstrate the projecfs capability 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential and capacity for facilitating future EV charging. There is no requirement for EV spaces Buildings: 5 0.6 gpm @ 60 psi installed for use. to be constructed or available until EV c - 4.303,1.4.3 Metering Faucets: 5 0.25 gallons per cycle Wging wel locations � ,, , � ,,, ,P=e 4.303.1.4.4 Kitchen Faucets: is 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm . Construction documents shall indicate the location of proposed EV spaces. At allowed but shall default to 1.8 g m least I EV space shall be located in common use areas and available for use by all ;�,, " � ,"-,�,i�,, Standards for plumbfin fixtures'eirdfittlid4sl 1, 1,11, 11 , residents. P umbing fixtures and fittings shall be Installed in accordance with the Californi . When EV chargers are installed, EV spaces required by Section 4.106.4.2.2, 4106.4.2.1 Item 3, shall comply with at least I of the following options: California Plumbig Code. I . The EV space shall be located adjacent to an accessible parking space meeting 4.106.4.2.5 the requirements of the California Building Code, Chapter 1 1A, to allow use of I 'he EV charger from the accessible parking space. 4.408AA 2. The EV space shall be located on an accessible route to the building, as defined 4.304A in the California Building Code, Chapter 2. � _� Building materials with visible signs of water damage shall not be installed. Wall and ,, _EV char in is ace EVS, sea dimensions, ',j,, ,�,,, , ,,-_,_L �'�',,, ,,�?, ,",,, -.'' I �, ,,,, EV spaces shall be designed to comply with the following: i i : ; I ; � - _1111R 717MMU30717= I :!: :: : : I : :::: :;; i 0 � W '11k,41 I,: ; : 1=� W 1 . The minimum length of each EV space shall be 18 feet. I I � -1 I I 2. The minimum width of each EV space shall be 9 feet. 4.1106.4.12 & One in every 25 EV spaces, but not less than 1, shall also have an 8 -foot wide -1 - %__ �-1,;,_,", '�� I I .. ..- , -, ,,�,, � , , Recyclind by cc minimum aisle. A 5 -foot wide minimum aisle shall be permitted provided the An ular spaces around pipes, electric cables, conduits or other openings in minimum width of the EV space is 12 feet, solelbottom plates at exterior walls shall be closed with cement mortar, concrete a) Surface slope for this EV space and aisle shall not exceed I unit vertical in 1 48 units zo a _ l" rit " , _0 a c . . . ..................... .. � ...... - 1- n I ,�%,slope , V ,� � " , � , �,�7 , ,,7"" §. is E , " ... - " I 6 ,,, , "", I , . Install listed raceway capable of accommodating a 2081240 -volt dedicated branch 4.201.1 & circuit. 4.106,4.2.3 . The raceway shall not be less than trade size I (nominal 1 -inch inside 5.201 .1 . diameter). I 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition . The raceway shall originate at the main service or subpanel and shall terminate waste manaaement ordin nce. into a " sted cabinet, box or enclosure in close proximity to the proposed location I � of the EV Space. - ,.14,Z(;,1re6n. ill 0 ---'1i-----,_ RESIDENTIAL MANDATORY MEASURES 1 EFFECTIVE JANUARY 1, 2017 - 2016 CALGREEN CODE SECTION REQUIREMENTS - '. 11 � 11 . Construction documents shall identify the raceway termination point. 4.106.4.2.3 - The service panel and/or subpanel shall provide capacity to install a 40 -ampere continued minimum dedicated branch circuit and space(s) reserved to permit installation of a 4.303,1.1 water closets: :5 1.28 galfflush branch circuit overcurrent protective device. _._--------777-- Multiple EV a 'aces required . � - I I.- - �:,�'', ' 4303.1.3.1 Single Showerheads: :5 2.0 gpm @ 80 psi . Construction documents shall indicate raceway termination point and proposed 4.303.1.3,2 Multiple Showerheads: combined flow rate of all showerheads controlled location of future EV spaces and EV chargers. Construction documents shall also I by a single valve shall not exceed 2.0 gpm @ 80 psi, or only one shower provide information on amperage of future EVSE, raceway method(s), wiring outlet is to be in operation at a time schematics and electrical load calculations to verify electrical panel service capacity 4.303,1.4.1 Residential Lavatory Faucets: Maximum Flow Rate !� 1.2 gpm @ 60 psi; and electrical system, including any on-site distribution transformel have 4.106.4.2.4 sufficient capacity to simultaneously charge all EVs at all required EV spaces at full 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential rated amperage of the EVSE. Buildings: 5 0.6 gpm @ 60 psi . Plan design shall be based upon a 40 -ampere minimum branch circuit. 4.303,1.4.3 Metering Faucets: 5 0.25 gallons per cycle . Raceways and related components planned to be installed underground, enclosed, 4.303.1.4.4 Kitchen Faucets: is 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm inaccessible or in concealed areas and spaces shall be Installed at the time of allowed but shall default to 1.8 g m original construction. ;�,, " � ,"-,�,i�,, Standards for plumbfin fixtures'eirdfittlid4sl 1, 1,11, 11 , -- , I � I r ��11111" �,, y, "",�,�', � I � ton ' � I I I I I I 11 P umbing fixtures and fittings shall be Installed in accordance with the Californi The service panel or subparell circuit directory shall identify the overcurrent protective Plumbing Code, and shall meet applicable standards referenced In Table 1701.1 of the device space(s) reserved for future EV charging purposes as "EV CAPABLE" in California Plumbig Code. accordance with the California Electrical Code. I 4.106.4.2.5 Notes: 1 . The California Department of Transportation adopts and publishes the "California I Manual on Uniform Traffic Control Devices (California MUTCD)"to provide uniform 4.408AA standards and specifications for all official traffic control devices in California, Zero 4.304A Emission Vehicle Signs and Pavement Markings can be found in the New Policies � _� Building materials with visible signs of water damage shall not be installed. Wall and & Directives Number 12-01. 1 Website: http://www.dot.ca,Mvlhq/traffoL)alpg�C�/l`30l`d� i i : ; I ; � - _1111R 717MMU30717= I :!: :: : : I : :::: :;; i 0 � W '11k,41 I,: ; : 1=� W 2. See Vehicle Code Section 22511 for EV charging space signal in off -parking I I � -1 I I facilities and for use of EV charging spaces, I 3. The Governor's office of Planning and Research (OPR) published a "Zero - -1 - %__ �-1,;,_,", '�� I I .. ..- , -, ,,�,, � , , Recyclind by cc Emission Vehicle Community Readiness Guidebook'which provides helpful An ular spaces around pipes, electric cables, conduits or other openings in information for local governments, residents and businesses. solelbottom plates at exterior walls shall be closed with cement mortar, concrete Webi htto11oor.ca,qov/docs/ZEV guidebook. I I masonry or a similar method acceptable to the enforcing agency to prevent passage of MR: ii: S ii, LWa 11 iiiiii ! iiiii��� I I lql�� I I ,,, 11 I , I I ` Scope ,..,, - � ... rodents. . Energy efficiency requirements for low-rise residential (Section 4,2U1.1) and high - or meet a lawfully enacted local recycling ordinance, if more restrictive. rise residentiallhotels/motels (Section 5,2011) are now in both residential and 4.201.1 & nonresidential chapters of CALGreen. _,�,,,,,i . Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous . Standards for residential buildings do not require compliance With levels of 5.201 .1 minimum energy efficiency beyond those required by the 2016 California Energy 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition Code. I I I � � Z jt _- JU �! < :-- I-- < I � I , k I I I 0 7= -1 M �_ 6ENERAL NOTES: ELECTRICAL NOTES: � 0 I � � . 1. ELECTRICAL SERVICE TO BE 200 AMP - U.N.0 - VERIFY AMPERA&E AND LOCATION. Ill D-il - < 0 tu T_ 0 Z Ill I 1. THE ONNER, BUILDER, OR CONTRACTOR 15 RE51-ON515LE FOR 2. KITCHEN HALL COUNTERTOP RECEPTACLE5 SHALL BE INSTALLED NITH 12" C,OUNTERTOF SPACE OR () OL Ill - 113 V� n � y I I 0) zafovisx I VERIFYINO ALL DIMEN51ONS AND SIZES BEFORE CONSTRUCTION. LAROER AND SHALL BE OFOI PROTECTED, 2015 CEO ART. 210.5(A) ((0). 11 11 � 01UZ3: Ill 117- t- LU �i 0 l Z 2. THE ONNER BUILDER OR CONTRACTOR 15 RESPONSIBLE FOR THE 5. RECEPTACLES SHALL BE SPACED 50 THAT THERE 15 NO POINT ALONO THE NALL NHICH 15 MORE THAN 0 < -WW 0 0 (t -I � CONSTRUCTION AND GUALITY CONTROL OF TH15 PROJECT. 6-0" FROM AN OUTLET. PROVIDE ONE OUTLET MIN. FOR EACH COUNTER 5PAOE IN KITCHEN NHIC,H 1512" ii I- < P Wz V -1 y Ill iL- T Ill < 0- � , T_ > IL 5. THIS SET OF PLANS 15 FOR OENERAL CONSTRUCTION PURP05ES ONLY. OR NIVER. (MAX. 4'-O" ac) � � I I JU Ill 0 Ill < 13 -1 LU Ill �3 3: il < 0 1 Ill < () 13 t- 0 � 1 4. RECEPTACLES IN BATHROOMS, OARAOF-5 (INOLUDINO75ARAOE DOOR OPENER), ALL KITCHEN COUNTERS, Ill < i -L 1: Ii. - IT 15 THE RESPONSIBILITY OF THE ONNER, BUILDER, OR CONTRACTOR Z T_ - j- V 0 Z , TO SELECT, VERIFY SIZES, INSTALL, AND RESOLVE ANY PROBLEMS V41TH AND ANY EXTERIOR LOCATIONS SHALL BE OROUND FAULT INTERRUPTION SYSTEM (OFI) PROTECTED. (PER -Ill LUI0tU___lJ) )--Zzp � 1 1 - MATERIALS AND F-OUIPMENT. Do NOT 50ALE PLANS CEO) Z Ill D_ l < V 5. SMOKE DETECTORS SHALL BE PLACED MORE THAN 12" FROM CEILIN55 AND DUCT OPENIN(l SMOKE iu 1U Z 0 y m 4. THE ONNER, BUILDER, OR OONTRACTOR 15 RESPONSIBLE FOR l 91 D_ - I OBTAININ& A NATER FROM THE CITY OR COUNTY AT ONNER5 EXPENSE, DETECTORS SHALL BE PERMANENTLY NIRED AND INTERCONNECTED AND SHALL PROTECT 5LEEPINO U v- < S. () tu a: 0 o 0 W I 0 IN A ROOM THAT OPENS TO 0 IF IT APPLIES, 1, AREAS. PROVIDE BATTER'Y'BACKUP NERE THE HI&HE5T POINT OF A OEILIN Z < is Z V 9 C,L. Z)- � � LU - Z I THE HALLNIAY 5ERVINO THE BEPROOM5 EXCEEP5 THAT OF THE OPENIN65 INTO THE HALLNANr BY 24" OR Z )_ W Z II__ 0 < < 10 > IL � I I MORE. SMOKE ALARMS SHALL BE PROVIDED IN THE FOLLONINO AREAS. 3: J 2: -1 V D- I FIRE SPRINKLERS: � 5.1. IN 5LEEPINO AREAS. � I § 2 13 10, � 7- 117- T § ,V I r,\ I I � 1. FIRE SPRINKLER 5**T'5Tt=M 15 REWIRED. FIRE5PRINKLER PLANS SHALL 1 5.2. IN EVERY ROOM IN THE PATH OF THE MEANS OF EORES5 FROM THE 5LEEPINO AREA TO THE DOOR 11 I I I I BE SUBMITTED NITH PLANS. FIRE MARSHALL SHALL INSPECT $ LEAPINO FROM THE 5LEEFINO UNIT. I LU I I I I APPROVE INSTALLED SYSTEM PRIOR To BUILDINO CLO51NO IN I (b. ALL LIOHTINO SHALL COMPLY NITH MANDATORY LIOHTINO REGUIREMENTS PER CALIFORNIA ENr-R&'-r CODE I I -_ I I I I I I I 1 1. INTERIOR LIOHTINO MUST BE HI&H EFFICIANO'T' OR CONTROLLED BY A DIMMER OR OCCUPANCY SENSOR. _u37 � I . INSULATION NOTES: 1 6. EXTERIOR LIOHT MUST BE HIOH EFFIOACY OR CONTROLLED BY PHOTO/MOTION SENSOR. Q) I I I 1. INSULATE ALL INTERIOR V4ALL5 I^V SOUND BATT INSULATION I cl. PER THE MANDATORY MEASURES FOR RE-511PENTIAL LIOHTINO, ALL LIOHT5 FOR THE HOUSE AND OARAC-7E 1 7- 7 1 1 1 � I I SHALL BE HIOH EFFICIANCY LIOHT5. IF LON EFFICIANOY LIOHT5 ARE INSTALLED THEY MUST HAVE - I � I DIMMER CONTROLS AND/OR MANUAL -ON VACANCY SENSORS. I I UA I I NOOD STOVE: I I I I I I 10. ALL LIOHTINO FIXTURES IN OL05ETS SHALL BE LOCATED 15" MIN. FROM ALL 5HELVINO LU --I � I I I 11. OUTLET BOXE5 IN NALL5 BETNEEN THE DNELLINO AND OARAOE SHALL BE METAL OR Ill APPROVED I I -, I 1. NOOD STOVE TO BE CERTIFIED PHASE 11. I PLASTIC AND TO BE SEPARATED 'BY A HORIZONTAL P15TANrE5 OF ,AT LEAST 24" 1 0� < � I 1 2. NOOD BURNINO, DEVICES TO MEET BAAOMD REa FOR A U.S. EPA 12. MINIMUM 2-20 AMP 5MALL-APPLIANCE BRANCH CIRCUITS SERVINe, COUNTER TOP, NALL, AND FLOOR I 0 V � , I CERTIFIED, PHASE 11. RECEPTACLES ARE REGUIRED IN KITCHENS. THESE SHALL HAVE NO OTHER OUTLETS. O.E.O. 210.11(0),I, I I I I I I I I I I - - - .. - .. ____ 210.5:2(B) 1. ' � � I III I HCD SHL 605 (R- 4116) Page I of 10 HCD SHL 605 (R-. 40 ) Page 2 of 1 0 1 HCD 9HI III (R., 4116) Page 3 of 10 I I L_A_/INZ;1 I f�ll I I;_-,I*A 114�_� i L--.,;: .1 . .. � I I I . 15. TNO OF, MORE :20 AMP #1:2 NIRE CIRCUITS SHALL BE PROVIDED To SERVE THE KITCHEN, BREAKFAST, Z , I I I I I � I __J I I . I _ 1 -5 AND DININ&AREA5. SUCH SHALL HAVE NO OTHER OUTLETS I I . I � I � I I I I 1. SOLID CORE DOORS TO 5ARAOE Vql (2) SPRIN5 HINOE Ll lill -1 (--=Cl\ll-- -rWr- I IlMnlil f2rn S-HO�4 CIROUIT5 SHALL HAVE I I MlGreen. 0 �---�-��,, _ RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 207 - 2016 CALGREEN CODE I SECTION REQUIREMENTS I REQUIREMEN FS '. 11 � 11 . Documentation is required per Section 4.408.5. I I I I I I I Water conserving plumbing fixWres and.fittling � �,c`,, � �'L Exceptions, -Pi-umbingfixtures and fittings shall comply with the following: 1 , Excavated soil and land -clearing debris. 4.303,1.1 water closets: :5 1.28 galfflush 2. Alternative waste reduction methods developed by working with local enforcing 4303.1.2 Wall Mounted Urinals:!5 0.125 gaitflush; all other urinals S; 0.5 gallflush agencies if diversion or recycle facilities capable of compliance with this item do 4303.1.3.1 Single Showerheads: :5 2.0 gpm @ 80 psi not exist or are not located reasonably close to the jobsite. 4.303.1.3,2 Multiple Showerheads: combined flow rate of all showerheads controlled 3. The enforcing agency may make exceptions to the requirements of this section I by a single valve shall not exceed 2.0 gpm @ 80 psi, or only one shower 4.303.1 outlet is to be in operation at a time 1 4.303,1.4.1 Residential Lavatory Faucets: Maximum Flow Rate !� 1.2 gpm @ 60 psi; I " I , , 7" te f� 11 I , � ,, -,,,, , , Construction was management plat! I � - Minimum Flow Rate �: 0.8 gpm @ 20 psi 1 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential Section 4.408.2. Plans shall be updated as necessary and shall be available for Buildings: 5 0.6 gpm @ 60 psi examination during construction. 4.303,1.4.3 Metering Faucets: 5 0.25 gallons per cycle � " , , , ,, !'�": " , I Wast6ifflahagement co pany I 71,11; I I "I " , in 4.303.1.4.4 Kitchen Faucets: is 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm Utilize a waste management company, approved by the enforcing agency, which can allowed but shall default to 1.8 g m provide verifiable documentation that diverted construction and demolition waste ;�,, " � ,"-,�,i�,, Standards for plumbfin fixtures'eirdfittlid4sl 1, 1,11, 11 , materials meet the requirements in Section 4.408. 1. P umbing fixtures and fittings shall be Installed in accordance with the Californi 4.303.2 Plumbing Code, and shall meet applicable standards referenced In Table 1701.1 of the . (LR) Projects that generate a total combined weight of construction and demolition California Plumbig Code. , I - , 11 � , I 11 �� 1=01 =1133AM001 S C = � , , I � I , Outdoor potablewaW u e in landscape areas , - I After December 1, 2015, new residential developments with an aggregate landscape I area equal to or greater than 500 square feet shall comply with one of the following: 4.408AA I A local water efficient landscape ordinance or the current California Department of 4.304A . Water Resources'Model Water Efficient Landscape Ordinance (MWELO), � _� Building materials with visible signs of water damage shall not be installed. Wall and whichever is more stringent, or 1 1 2. Projects With aggregate landscapeareas less than 2500 square feet may comply i i : ; I ; � - _1111R 717MMU30717= I :!: :: : : I : :::: :;; i 0 � W '11k,41 I,: ; : 1=� W with the MWELO's AQ,2endix D PrescQ , t've Comelance Option. ;�� I I � -1 I I , � , '1% I" . "I I - N., , I&IN I "I 'WROMMI IN I � " , "I'll I I "' , : -1 - %__ �-1,;,_,", '�� I I .. ..- , -, ,,�,, � , , Recyclind by cc 4 i 504.3, unless more stringent local limits apply. An ular spaces around pipes, electric cables, conduits or other openings in 4.406.1 solelbottom plates at exterior walls shall be closed with cement mortar, concrete coatings catergories listed in Table 4.504.3 shall be determined by classifying the masonry or a similar method acceptable to the enforcing agency to prevent passage of I rodents. � ... 11 or meet a lawfully enacted local recycling ordinance, if more restrictive. . � . ,!"', ,,, " I I 1 12��, 1, , Construction waste reduction of at least 65% Gloss VOC limit in Table 4,504,3 shall apply. _,�,,,,,i . Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous 4.408.1 construction and demolition waste in accordance with either Section 4.408.2, , I 11 "', , , , � , �,' , � � , , " CompositeNvood produc , " ;" � - 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition C1.2. ON CL05. NHERE FRAMINO 5FACINO EXCEEDS 12" O.C. FOP, waste manaaement ordin nce. 6VOmen. 1 0 4-----,----,-,,- RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 - 2016 CALGREEN CODE SECTION REQUIREMEN FS , , I I I I I I I � " " ", " General I I 1, � . Documentation is required per Section 4.408.5. installed woodstove or pellet stove shall comply with U,S. EPA New Source Exceptions, permanent label indicating they are certified to meet the emission limits. Woodstoves, 1 , Excavated soil and land -clearing debris. 4.408.1 2. Alternative waste reduction methods developed by working with local enforcing continued agencies if diversion or recycle facilities capable of compliance with this item do I � I not exist or are not located reasonably close to the jobsite. 4.504.1 3. The enforcing agency may make exceptions to the requirements of this section � when isolated jobsites are located in areas beyond the haul boundaries of the I diversion facility. I I I I " I , , 7" te f� 11 I , � ,, -,,,, , , Construction was management plat! I � - ,,, Submit a construction waste management plan meeting Items I through 5 in Adhesives, sealants and caulks used on the project shall meet the requirements of the 4A08.2 Section 4.408.2. Plans shall be updated as necessary and shall be available for I � I examination during construction. � I I � " , , , ,, !'�": " , I Wast6ifflahagement co pany I 71,11; I I "I " , in I Code, Chapter 5, respectively, shall also comply with this section. Utilize a waste management company, approved by the enforcing agency, which can 4.408.3 provide verifiable documentation that diverted construction and demolition waste I A capillary break shall be installed in compliance with at least 1 of the following: materials meet the requirements in Section 4.408. 1. 4.504.2.1 I - �,7�1 � � � �- : � " , ' , I " _Z` Waste streant reduction alternative':,, -,��, , 4.504.3.1 . (LR) Projects that generate a total combined weight of construction and demolition IC1. waste disposed in landfills, which do not exceed 3.4 pounds per square foot of the 4,408.4 building area shall meet the minimum 65% construction waste reduction I requirement in Section 4.408.1, 4.408AA - Projects that generate a total combined weight of construction and demolition . ...... :z ,,� :� � �, , " _., ure content of building mated I I-, �, , , ,� _ waste disposed in landfills, which do not exceed 2 pounds per square foot of the � _� Building materials with visible signs of water damage shall not be installed. Wall and building area, shall meet the minimum 65% construction waste reduction 1 requirement in Section 4.408.1. 1 i i : ; I ; � - _1111R 717MMU30717= I :!: :: : : I : :::: :;; i 0 � W '11k,41 I,: ; : 1=� W 1111", I I _,� �'��, � Operation and maintenance manual , ,,�,, ,, � At the time of final inspection, a manual, compact disc, web -based reference or other 4.41 .1 media acceptable to the enforcing agency which covers 1 0 specific subject areas shall I be placed in the building. Resources Board Architectural Suggested Control Measure, as shown in Table -1 - %__ �-1,;,_,", '�� I I .. ..- , -, ,,�,, � , , Recyclind by cc 4 i 504.3, unless more stringent local limits apply. , Where 5 or more multifamily dwelling units are constructed on a building site, provide The VOC content limit for coatings that do not meet the definitions for the specialty readily accessible al that serves all buildings on the site and is identified for the coatings catergories listed in Table 4.504.3 shall be determined by classifying the depositing, storage and collection of non -hazardous materials for recycling, including 4.410.2 (at minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, or meet a lawfully enacted local recycling ordinance, if more restrictive. Suggested Control Measure, and the corresponding Fiat, Nonfat, or Nonflat-High Exception: Rural jurisdictions that meet and apply for the exemption in Public Gloss VOC limit in Table 4,504,3 shall apply. Resources Code Section 42649,82 (a)(2)(A) et. seq. are not required to comply U1 � with the organic waste portion of this section. - - � , I ., I 11 (9 '�' I 1, ,"gat ". ,# , �, , , � � "I ,,,, IzGreen. , _1________�-_ RESIDENTIAL MANDATORY MEASURES � � .1 " EFFECTIVE JANUARY 1, 2017 - 2016 CALGREEN COD = SECTION :ii � : �!ii ��� ,, ,,,,,,::,REQUIREMENTS, am w, ',--,% W : I&INEEME , , I I I I I I I � " " ", " General I I 1, � ,; ....... Any installe fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U,S. EPA New Source 4.503.1 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 comptyiAdth all applicable local ordinances. =111=��� _ , i , _��= , I � , � , Protection during construction , I - At the time of rough installation, during storage on the construction site and until final I � I startup of the heating, cooling and ventilating equipment, all duct and other related air 4.504.1 intake and distribution component openings shall be covered. Tape, plastic, � sheetmetal or other methods acceptable to the enforcing agency to reduce the amount I of water, dust and debris entering the system may be used. I I I � I I ""I', . Adhesives, lants an caull ��, ,, ,�e � � Adhesives, sealants and caulks used on the project shall meet the requirements of the 195. following standards unless more stringent local or regional air pollution or air quality I � I management district rules apply: � I I I . Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, I Code, Chapter 5, respectively, shall also comply with this section. and caulks shall comply with local or regional air pollution control or air quality I management district rules where applicable, or SCAOMD Rule 1168 VOC limits, as I A capillary break shall be installed in compliance with at least 1 of the following: shown in Tables 4,504.1 or 4.504.2, as applicable. Such products shall also 4.504.2.1 comply with Rule 1168 prohibition on the use of certain toxic compounds 4.504.3.1 (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and IC1. trichloroentylene), except for aerosol products as specified in Subsection 2 below. see American Concrete Institute, ACI 302.2R-06. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking I compounds (in units of product, less packaging, which do not weigh more than I I pound and do not consist of more than 16 fluid ounces) shall comply with . ...... :z ,,� :� � �, , " _., ure content of building mated I I-, �, , , ,� _ statewide VOC standards and other requirements, including prohibitions on use of � _� Building materials with visible signs of water damage shall not be installed. Wall and certain toxic compounds, of the California Code of Regulations (CCR), Title 17, 1 commencing with Section 94507. , , - , � , content Moisture content shall be verified in compliance with the following: , , __111 --- -i , -, � , I I el_�, I _ �:_ , I , ,_� Paintsandcoa4rdiS ,,,,, , I - :20. '' - ArchitectrIal paints and coatings shall comply with VOC limits in Table 1 of the Air � Resources Board Architectural Suggested Control Measure, as shown in Table . UA W I � I � - 4 i 504.3, unless more stringent local limits apply. 4.504.2.2 The VOC content limit for coatings that do not meet the definitions for the specialty end of each piece to be verified. coatings catergories listed in Table 4.504.3 shall be determined by classifying the coating as Fiat, Nonflat, or Nonflat-High Gloss coating, based on its gloss, as defined with documentation acceptable to the enforcing agency provided at the time of in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, approval to enclose the wall and floor framing. � Suggested Control Measure, and the corresponding Fiat, Nonfat, or Nonflat-High 21. Gloss VOC limit in Table 4,504,3 shall apply. II Page 4 of 10 HCD SHL 005 (R.. �16) Page 5 of 1 0 HCD SHL 606 (l 4116) Page 6 of 1 0 i HCOSHL S(R-416) I OAS, SHALL MEET THE REOUIREMENT5 OF NATIONAL SANITATION 25.4. FAN SHALL OPERATE NHENEVER HOME 15 OCCUPIED. I I V) Ill 11 1 -_ FOUNDATION I i I I I I le-_ I \/1='kI-r =KA=kl-r _rLl=r_.&r1) r -r -.&I AmIr 26 5 THROOM EXH UST F N SH LL BE CONTROLLED BY HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT , ill Q I 11 i4.''16reen". 1 _14 0 2. EORE55 k4lNr�)OV45 TO HAVE A MAX 5ILL HEI&HT OF 44" OFF OF I FINISHED FLOOR 5. NlNr��OV45 LOVi "E" VINYL I 1 4. INSULATION- EXT. V4ALLS, TO BE R-Icl, CEILINO TO BE R-55 1 5. TEMPERED OLA55 @ 5HONER 4 TUB ENCLOSURES I -r+. 15. 1(b. r -ML -i 1]_�Ir_ INL__ IIN. -It-, r- L�r�lrl%ll%.., %_� . I I NO OTHER OUTLETS. (PER O.E.C.) , � I .SUCH CIRCUITS 5H I ALL - HAVE NO PROVIDE ONE MIN. 50 AMP BRANCH CIRCUIT TO SERVE EACH BATHROOM OTHER OUTLETS. (FER O-E.C) � I I MINIMUM 50 AMP CIRCUIT REWIRED FOR RANOE AND/011 OV EN. SUCH CIRCUITS SHALL HAVE NO OTHER I I --#, 00 L" D 11 I I I I 1 1 I - I I I I I I � I I � 4.504.5 (b. MF5. FIREPLACES, INSTALLED FER MFO. 5FF-05 I 1. NON REMOVABLE BACK.FLON PREVENTION DEVICE5 REOUIRED 1-7. I OUTLETS. (PEP, c.E.c..) I 1 RANOE5, OVENS, AND DR -i -El SHALL BE ON CONDUCTOR V41RF-5 NITH AN INSULATED NEUTRAL AND A FOUR I the CCR, Title 17, commencing with Section 94520; and in areas under the jurisdiction I � I of the Say Area Air Quality Management District shall additionally comply with the I AN ALL EXT. H05E BIE35 I I I FRONO/NIRE OUTLET. (PER OEC, ART. 250.140) ' � I I , I I I I I � e�. 5HONER AND TUB ENCLOSURES To HAVE NATER RF-515TANT 195. REWRED SMALL APPLIANCE CIRCUITS SHALL NOT SUPPLY DISPOSAL, V15HNA5HER, OR OTHER LAROE I I � I Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using � I I I I Code, Chapter 5, respectively, shall also comply with this section. I 0YF5UM 50ARD AND A FINISHED V41TH A HARP NON-AB50RBF-NT I I AFFLIANoE5. (PER c..r.o) I I I I A capillary break shall be installed in compliance with at least 1 of the following: 4, Scientific Certifications Systems Indoor Advantage- Gold I I I ---"- - - _... __ _' - - - * , , - -; -,_-_77_di iiiifif ,', " ,7,7 7� - " 7- '7777 1 7 I'll I , - , ", , - , ", 4.504.3.1 I MATERIAL, N1 A MIN. HEI0HT OF -70" FROM DRAIN IC1. EXTERIOR N.F. OUTLETS AT 195" MIN TO CENTER LINE - U.N.O., PHONE JACKS SHALL BE AT STANDARD I see American Concrete Institute, ACI 302.2R-06. I I 'Za�p;ith,�I�eis shall meet the requirements of Table 4.504.1. 3. A slab design specified by a licensed design professional. C1. V4ATER RESISTANT 5YFSUM BACKINO E30ARD SHALL NOT BE . ...... :z ,,� :� � �, , " _., ure content of building mated I I-, �, , , ,� _ OUTLET HEI&HT - U.N.O., TV JACK5 SHALL BE AT STANDARD HEIOHT - U.N.o. � _� Building materials with visible signs of water damage shall not be installed. Wall and I I 11 1. Products compliant with the California Department of Public Health, "Standard content Moisture content shall be verified in compliance with the following: USED IN THE FOLLOViINO AREAS- :20. I EXTERIOR NATER PROOF DUPLEX RECEPTACLE SHALL BE 15 $ 20 AMP 12OV, 2015 CEO ART. 2io.5 � :2(E) (I) � kn )wn as Specification 01350), cerfifted as a CHPS Low -Emitting Material in the . UA W I � I � - I 2. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade -stamped I cl.l. NHERE THERE NILL BE DIRECT EXPOSURE NATER OR end of each piece to be verified. $ 210b I I I 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program with documentation acceptable to the enforcing agency provided at the time of d 4 . Meet the California Department of Public Health, "Standard Metho fortheTesting approval to enclose the wall and floor framing. � CONTINUOUS H15H HUMIDITY. 21. ALL INCANDESCENT LIOHTINO FIXTURES RECESSED INTO INSULATED AREAS SHALL BE APPROVED FOR replaced or allowed to dry priorto enclosure in wall or floor cavities. Manufacturers' U1 ii W , I 11 "', , , , � , �,' , � � , , " CompositeNvood produc , " ;" � - 4.5104.5 C1.2. ON CL05. NHERE FRAMINO 5FACINO EXCEEDS 12" O.C. FOP, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLNAY5, OR 51MILAR ROOMS, OR AREAS SHALL BE PROTECTED BY A L15TED ARC. -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, IN5TALLE D TO PRO\/IDE ZERO CLEARANCE INSULATION COVER (I .C.) PER THE :2oI5 r,.E.r,. OR THE :2011 CALIFORNIA ENEROY 7- I 0 1 U) I I I b 1 )/:2" OR Iil FOR rp/a" THICK 5Y175UM E30ARE;) IN A TUB OR STANDARDS � SHALL BE BONDED T05ETHF-R < I W , -, (_ al.5. OVER A CLA55 I OR 11 VAPOR RETARDER 22. ALL INTERIOR OR METALLIC NATER PIPES NHICH MAY BECOME ENEROIZED ENTRANCE AREA Z �� < < () 0 5HONER COMPARTMENT I I AND MADE ELECTRONICALLY CONTINUOUS. A BOND OF BARE #4 COPPER NIRE SHALL BE I MADE BETNEEN AN THE ELECTRODE CONDUCTOR I X LU I W 0 1 1 . - I -A 0- FLUME31 NO NOTES: - - � 25. THE E30NDED FIFINO SYSTEM � I I 20'-O" MIN. BARE COPPER NIRE CONDUCTOR (#4 MIN) ENCASED IN 2" MIN. OF CONCRETE AT THE BOTTOM I I ADJACENT EARTH. I 10) n - > I C) tu � 11 w W <1 0 if) C: I, OF A FOOTINO, NHICH 15 IN DIRECT CONTACT V41TH I I I 2. PROVIDE SMOOTH METAL MOISTURE EXHAUST DUCT NITH BACK -DRAFT kf) I () - I W W 1. 5HONERS AND TUB-SHONER5 SHALL BE FROVIr�)EM NITH 24. THE INTERIOR METAL COLD NATER FIFINOSY5TEM 15 TO BE BONDED TO THE 5ER\/Ir-.E EaUIPMENT I 1 .ONDUOTOR5 REWRED LEAST THREE OROUNDINO OR E30NDINO C INDIVIDUAL CONTROL VALVES OF THE PRE55URE BALANCE, ENCLOSURE, THE OROUNDINO CONDUCTOR AT THE CONDUCTOR AT THE SERVICE, THE OROUNDINO .. C 0) (30 , I I DEOREE BEND5),2015 OMC 504.5.1 $ 504.5.2. � I THERMOSTATIC, OR COMBINATION PRESSURE Z Z ELECTRODE, OR TO ONE OR MORE OROUNMINO ELECTRODES USED : : ENEROY I t__ LU � 0( I 1 5. I AIR OAF FITTIN& REGUIRED 4 VI5HNA5HER BALANCE/THERM05TATIC, MIXINO VALVE TYPE THAT PROVIDE 25. PROVIDE NHOLE HOUSE VENTILATION FAN NITH THE FOLLONINO REGUIREMENTS, PER CALIFORNIA V- 0) U) < I � 4. SCALD AND THERMAL5HOCK. PROTECTION. VALVE5 SHALL BE 55. STANDARDErSECTION 150(0): (MAY BE INSTALLED AS BATHROOM EXHAUST FAN) I I � I I V I I I I E D__ I I ADJUSTED PER THE MANUFACTURERS IN5TRUCTION5 TO DELIVER NATER HEATER BARRIER 5" DIA. STEEL PIPE EMBEDDED A MIN. OF 15" 25.1. MINIMUM OFM RATINO OF -15 OFM I I * - I'll 11 I 11, �- , 0 C I A MAXIMUM MIXED NATER 5ETTINO OF 120 DEOREE5 I 25.2. MAXIMUM OF I.OSONE I I I I 11 � _.-L I I � 0( FAHRENHEI.T. CFO, 4095.5 C (3 I 1 1 Z FANS. (PER 2-015 CEO ART. 410.50(A) AND 514.2-7(A) 4 (D). - - � I _�', - n Al I =1 A�r_-rfr. PIPP W-Jn t=ITTINt�_ r-Ve',t=RTlNe-72 T�4nc�r- Hc;Er) t=()R I `7 C; Z; r,e')NTQnl r-)WlTe',H I ARELF70 AS THE "NHOLE HOUSE VENTILATION" I (b. , , , I 54. II Page 4 of 10 HCD SHL 005 (R.. �16) Page 5 of 1 0 HCD SHL 606 (l 4116) Page 6 of 1 0 i HCOSHL S(R-416) I OAS, SHALL MEET THE REOUIREMENT5 OF NATIONAL SANITATION 25.4. FAN SHALL OPERATE NHENEVER HOME 15 OCCUPIED. I I V) Ill 11 1 -_ FOUNDATION I i I I I I le-_ I \/1='kI-r =KA=kl-r _rLl=r_.&r1) r -r -.&I AmIr 26 5 THROOM EXH UST F N SH LL BE CONTROLLED BY HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT , ill Q I 11 i4.''16reen". 1 _14 0 "" ,z- RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 . 2016 CALGREEN CODE SECTION REQUIREMENTS , k) U) __777�7` " �-�'L.",,'L�'.,,A4i6solpaints.and coatings I ', I � I ,:', ` Aerosol paints and coatings shall meet the Froduct-weighted MIR Limits for ROC in 4.504.5 Section 94522(a)(2) and other requirements, including prohibitions on use of certain � 4�504.13 toxic compounds and ozone depleting substances, in Section 94522(e)(1) and (f)(1) of (), the CCR, Title 17, commencing with Section 94520; and in areas under the jurisdiction I of the Say Area Air Quality Management District shall additionally comply with the percent VOC by weight o f product limits of Regulation 8, Rule 49. - I . 1'��, � � , � 1,11 I I I I 7 ,�i,�"Cal "stems ,",,,,_, , Carpet installed in the building interior shall meet the testing and product requirements of I of the following: � I , Carpet and Rug Institute's Green Label Plus Program SANITATION FOUNDATION &I . 2. California Department of Public Health, "Standard Method for the Testing and 4.504.3 Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using 77, 'doncerets slab foundations or concrete slab -on -ground floors required to have a vapor Environmental Chambers," Version 1 .1, February 2010 (also known as I Code, Chapter 5, respectively, shall also comply with this section. specification 01350) � I I I " 1i I "I'll, I , , � I I 1, - ' I ' - I ' � "I' 1� �7 Capi breal " "I I , , & I .--- 3. NSF/ANSI 140 at the Gold level I A capillary break shall be installed in compliance with at least 1 of the following: 4, Scientific Certifications Systems Indoor Advantage- Gold - ---"- - - _... __ _' - - - * , , - -; -,_-_77_di iiiifif ,', " ,7,7 7� - " 7- '7777 1 7 I'll I , - , ", , - , ", 4.504.3.1 Carpet cushion installed in the building interior shall meet the requirements of the address bleeding, shrinkage and curling shall be used. For additional information, Carpet and Rug Institute's Green Label Plus Program. I see American Concrete Institute, ACI 302.2R-06. �� - n 11 I � I 11 I 1 1-5 � � C �, � I �, ,� ' � " � al esi 11 "; ' 4.504.3.2 'Za�p;ith,�I�eis shall meet the requirements of Table 4.504.1. 3. A slab design specified by a licensed design professional. �,, I I 11- ResillentI1110066jEysterns `�Ll .11, �,�, ,,�,�4� . ...... :z ,,� :� � �, , " _., ure content of building mated I I-, �, , , ,� _ 1 - Where resilient flooring is install ad, at least 80% of floor area receiving resilient � _� Building materials with visible signs of water damage shall not be installed. Wall and flooring shall comply with one or more of the following: floor framing shall not be enclosed when the framing members exceed 19% moisture 1. Products compliant with the California Department of Public Health, "Standard content Moisture content shall be verified in compliance with the following: Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from 1. Moisture content shall be determined with either a probe -type or a contact -type Indoor Sources Using Environmental Chambers," Version 11, February 2010 (also I kn )wn as Specification 01350), cerfifted as a CHPS Low -Emitting Material in the 4.504.4 Collaborative for High Performance Schools (CHPS) High Performance Products 2. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade -stamped Database 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard end of each piece to be verified. Children & Schools Program) 3. At least 3 random moisture readings shall be performed on wall and floor framing 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program with documentation acceptable to the enforcing agency provided at the time of d 4 . Meet the California Department of Public Health, "Standard Metho fortheTesting approval to enclose the wall and floor framing. � and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Insulation products which are visibly wet or have a high moisture content shall be Environmental Chambers," Version 1.1, February 2010 (also known as replaced or allowed to dry priorto enclosure in wall or floor cavities. Manufacturers' Specification 01350) drying recommendations shall be followed for wet -applied insulation products prior to , I 11 "', , , , � , �,' , � � , , " CompositeNvood produc , " ;" � - 4.5104.5 - Hardwood plywood, particleboard and medium density fiberboard composite wood SUNROOMS, RECREATION ROOMS, CLOSETS, HALLNAY5, OR 51MILAR ROOMS, OR AREAS SHALL BE PROTECTED BY A L15TED ARC. -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, IN5TALLE D TO PRO\/IDE products used on the interior or exterior of the building shall meet the requirements � "A , I 61YOreen. �"' 0 ���, ,�_ RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 - 2016 CALGREEN CODE SECTION REQUIREMENTS - k) U) for formaldehyde as specified In the Air Resources Board's Air Toxics Control Measure for Composite Wood (17 CCR 93120 at. seq.), as shown in Table 4.504.5. 4.504.5 Documentation is required per Section 4.504.5. I. continued - Definition of Composite Wood Products: Composite wood products include (), hardwood plywood, particleboard, and medium density fiberboard. "Composite 113 wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, I prefabricated wood I -joists, or finger -joined lumber, all as specified in CCR, Title 17, , Section 93120.1 (a). - 77777777� - ' ' / -7" —Documentation I _1 "% i �111111`111 1�' I n 4.504.5.1 Verification of compliance shall be provided as requested by the enforcing agency, SANITATION FOUNDATION &I . and as required in Section 4.504.5.1. - - I 1, , � �� 'i 1_11� 11 -1 �111 - " I I I I I __ __.�p.ncirlate s!�t ___ 77, 'doncerets slab foundations or concrete slab -on -ground floors required to have a vapor 4,505.2 retarder by the California Building Code, Chapter 19, or the California Residential I Code, Chapter 5, respectively, shall also comply with this section. � I I I " 1i I "I'll, I , , � I I 1, - ' I ' - I ' � "I' 1� �7 Capi breal " "I I , , & I .--- ; . I A capillary break shall be installed in compliance with at least 1 of the following: I . A 4 -inch thick base of 1/2 -inch or larger clean aggregate shall be provided with a vapor retarder in direct contact with concreate and a concrete mix design which will 4.505.2.1 address bleeding, shrinkage and curling shall be used. For additional information, MECHANICAL see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. I Z 3. A slab design specified by a licensed design professional. - . ...... :z ,,� :� � �, , " _., ure content of building mated I I-, �, , , ,� _ � _� Building materials with visible signs of water damage shall not be installed. Wall and 1 floor framing shall not be enclosed when the framing members exceed 19% moisture I 1 1 1 1 1 1 1 content Moisture content shall be verified in compliance with the following: 0L 1. Moisture content shall be determined with either a probe -type or a contact -type ff) 4-1 Ill moisture meter. Equivalent moisture verification methods may be approved by the 1. enforcing agency and shall satisfy requirements in Section 101.8. 4.505.3 2. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade -stamped W4 I I = 0) end of each piece to be verified. q) 3. At least 3 random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of BURNER, 24" NIVE NALKNAY TO F.A.U. FROM ACCESS, A LI&HT AND approval to enclose the wall and floor framing. � DNELLINO Insulation products which are visibly wet or have a high moisture content shall be -L.1 replaced or allowed to dry priorto enclosure in wall or floor cavities. Manufacturers' r- 0 drying recommendations shall be followed for wet -applied insulation products prior to I enclosure. I - 6A�W '. Ga, , , v � . ffihem , �___, RESIDENTIAL MANDATORY MEASURES 0 - EFFECTIVE JANUARY 1, 2017 - 2016 CALGREEN CODE SECTION RFQUIKEMENTS ZYMMMESEMEZZAP =11- 1111=011`��, �_ , - 11 I 1, _ Bathroom exhaust 14M co��J� �lt ' ,,,,�-,_ �'� I Each bathroom shall be mechanically ventilated and shall h the tonoiving: 1 . Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. . 2, Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control, 1 4�506.1 a) Humidity controls shall be capable of manual or automatic adjustment between � a relative humidity range of less than 50% to a maximum of 80%. b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or bulft-in. Note: For CALGreen a "bathroom" is a room which contains a bathtub. shower, or tub/shower combination. Fans or mechanical ventilation is required in each bathroom. � I "I'll, mmmmmommmmmzmmmzfflm��� 7 Heatin aqdairtonaltion I . . ..... .... ... 11 _a��Snem (resign � � � . Heating and air conditioning systems shall be sized, designed, and equipment selected using the following methods: I . The heat loss and heat gain is established according to ANSIIACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent . design software or methods. 4.507.2 2. Duct systems are sized according to ANSIIACCA I Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. � 3. Select heating and cooling equipment according to ANSUACCA 3 Manual S - 2014 1 (Residential Equipment Selection) or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the systems � functions are acceptable. : i: � 1;1 , ,i��� 0031717M : : i - I 1, ITE4 g i �, I ,\ I �o M 1\1 � '11 I Installer training I I I 1, HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment by a recognized training or certification program. Examples of acceptable HVAC training and certification programs include but are not limited to the following; 1 702.1 1 . State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 1 5. Other programs acceptable to the enforcing agency. --?. /-NL-L. T- I r-1--, I Ld ", F_ I I I I Pil �_� I I i SOLDER, AND/OR FLUX USED IN POTABLE VqATE SYSTEMS . BETNEEN A RELATIVE HUMIDITY OF 50 TO 50% AND BE ENERO'r'5TAR RATED. 11 I I I I LH k) U) E INTENDED TO SUPPLY PRIN<IN5 NATER SHALL BE IN 2-7. DED N BATHROOMS, NATER CLOSET COMPARTMENTS, AND OTHER 51MILAR ROOMS SHALL BE PROVI ITH � I I (), IT 113 ACCORDANCE V41TH THE REaUIREMENT5 OF NATIONAL I I AO&REOATE OLAZINO AREA IN NINDON5 OF NOT LESS THAN 5 5a. FT .142" OF NHIOH MUST OPENABLE , 0 1 1 SANITATION FOUNDATION &I . UNLE55 A MECHANICALLY VENTILATED SYSTEM CAPABLE OF 50 C,FM PER MINUTE FOP, INTERMITTENT, VENTILATION OR 25 OFM FOR CONTINUOUS VENTILATION 15 PROVIDED. \/ENTILATION AIR FROM SPACE 0 0 < l -._1 ; . � U Q Ill MECHANICAL NOTES: SHALL BE EXHAUSTED DIRECTLY OUTSIDE, ORC, R505-5 I . I I Z - �_ - () t- E I 1 25. I 1 1 1 1 1 1 1 10 Ill 1 0L LU ff) 4-1 Ill 1. F.A.U. IN ATTIC REWREMENT5 PROVIDE A 50" V40RK PLATFORM AT I 21. ALL 120 -VOLT, SINOLE PHASE, 15 4 20 AMP BRANCH CIRCUITS SUPPLYIN(5 OUTLETS INSTALLED IN UNIT FAMILY ROOMS, DININO ROOMS, LIVINO ROOMS, PARLORS, LIBRARIES, VrN5, E3EDROOM5, W4 I I = 0) I q) I I C BURNER, 24" NIVE NALKNAY TO F.A.U. FROM ACCESS, A LI&HT AND DNELLINO -L.1 0 r- 0 I OUTLET AT F.A.U. NITH 5NITCH AT ACCESS OFENINO, AND PROVIDE A SUNROOMS, RECREATION ROOMS, CLOSETS, HALLNAY5, OR 51MILAR ROOMS, OR AREAS SHALL BE PROTECTED BY A L15TED ARC. -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, IN5TALLE D TO PRO\/IDE . Z I 0) < d) KP SECONDARY NATER TIOHT CORRO51ON RESISTANCE METAL PAN UC,IN& EaUIPMENT (COOLINo COILS) PROTECTION OF THE BRANCH CIRCUIT. I I I I I till U I V , -, (_ BELON S ENTRANCE AREA < () 0 INSTALLED IN ATTIC, SECONDARY DRAIN MUST BE 5HONN ON POINT 50. 5TUB-OUT CABLE LEADS TO JAC< LOCATIONS, ATTIC AND ELECTRIC, SERVICE � I - - -A 0- V) NHERE IT CAN BE READILY OBSERVED. (PER O.E.C.) 51. VERIFY ALL ELECTRICAL LOCATIONS. � I I w W <1 0 if) C: I, I 2. PROVIDE SMOOTH METAL MOISTURE EXHAUST DUCT NITH BACK -DRAFT 52. PROVIDE FOR AN INTERSYSTEM BONDIN& ELECTRODE NHICH INCLUDES PROVISIONS FOR CONNEOTIN& AT FOR COMMUNICATIONS SYSTEMS SHALL W W y 'd - M DAMPER FOR DRYER EXHAUST (14' -O" MAX LENOTH, 2 OR LE55 10 1 .ONDUOTOR5 REWRED LEAST THREE OROUNDINO OR E30NDINO C LU .. C I DEOREE BEND5),2015 OMC 504.5.1 $ 504.5.2. � BE INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL, AS SPECIFIED IN C.E.C. 500.100 (5) AND Z Z :5 t__ X 0 1 5. I AIR OAF FITTIN& REGUIRED 4 VI5HNA5HER O.E.C. 250.14 I 1 I � I 0 OF -4 V- 0) 13 6 4. NATER HEATER VENTINO SYSTEMS TO HAVE A POSITIVE FLON 55. FIXTURES, LAMP HOLDERS AND RECEPTACLES SHALL BE SECURELY SUPPORTED. A FIXTURE THAT k'JBI5HT5 � I I 0 - LL c 0 5. NATER HEATER BARRIER 5" DIA. STEEL PIPE EMBEDDED A MIN. OF 15" MORE THAN & POUNDS OR 16" IN'EITHER DIMEN51ON SHALL NOT BE SUPPORTED BY THE SC,REN SHELL OF - I'll 11 f) �- , 0 C 11 BELON ORADE, MIN 50" ABOVE OARAOE FLOOR, CONO FILLED C,MC THE LAMP HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE 50LE SUPPORT FOP, OEILIN5 (PADDLE) I I I � 0( < C (3 1 505.1.1 FANS. (PER 2-015 CEO ART. 410.50(A) AND 514.2-7(A) 4 (D). - - � I _�', - [_ K 0 L (b. , 15 MINUTES AND OAS LINE PRE55URE TESTINO 15 NON 10 P51 FOP " I 54. PROVIDE STEEL ELECTRICAL BOX IN FIRE RESISTIVE OEILIN& AND NALLS. SEPARATE ELECTRICAL E30XF-5 , '' 5__ _C: 0L - I 1 1 NELDED FIFINO 15 il P51 FOR 15 MINUTES I I BACK TO BACK IN FIRE-RE515TIVE NALLS BY A MIN. OF 24" HORIZONTALLY, BOX AREA SHALL NOT I -1 �0 V -"* . 13 1. A OAS LINE NITH THE CAPACITY TO PROVIDE A MIN. 200,000 BTU/HR EXCEED 1611 5a. (PER CEO) I � 11 � I I ts) E TO NATER HEATER SHOULD BE INSTALLED 55. EVERY NEN,R-5 SHALL PROVIDE FOR THE FUTURE AN ELECTRICAL VEHICLE CHAROINO CIRCUIT BY I 0 UJI � a. A OATEOORY 111, I\/, OR A TYPE B VENT W A 5TRAIOHT PIPE 5ETNEEN PROVIPINO A 5/4" RACENAY OR A 5 - NIRE NITH OROUNP RUN OR NM CABLE RATED AT A MIN. 40 AMP � A U) I THE OUT51DE TERMINATION AND THE SPACE NHERE THE NATER FROM THE SERVICE PANEL TO A2-OAN& BOX LOCATED IN THE OAl (BETNEEN 15" TO 4951, FROM THE � � - 9) I (I. HEATER SHALL BE INSTALLED I A CONDENSATION DRAIN THAT 15 A MIN. OF 2" HIOHER THAN THE BASE I FLOOR) IN A LOCATION ACCEPTABLE TO THE BUILPINO INSPECTOR. I I I > - U) I � OF THE INSTALLED NATER HEATER THAT ALLOIN5 NATURAL DRAIN 56. BATHROOMS: AT LEAST ONE NALL RECEPTACLE OUTLET SHALL BE INSTALLED ADJACENT TO EACH BA51N � I 0 , I KI = -rum^^ ==.-==,r e -I I= 11"N f='rr, r,W I I RE SUPPLIED BY T LEAST NE 20 A P FI I I,rH,ntjr ll nnIn I NL,= =rT L_L_ I:;PI__ I INZP I /'%L_L-L-L,1 1._;_-1%.d I k..� . I H R., 4116 Pai 8 of 10 I HCO SHL 605 il 4/16) Page 9 of 10 I /-n) �==le_- I.- r_-r1l IKIC-'r I I =r') gm =fPAKI.-.W ,1.IIP?'.HI'r 511014 CIRCUITS 5H LL HAVE N THEP, OUTLETS. RECEPTACLE OUTLETS SHALL NOT BE I I I I I HCD IHL III (l 4116) 1 Page 7 of 10 I HOD I L Sl - t lu. YN I L; t-lu_ I I-_ r_1 I L., 1`7/1% V L_ 111A. . I I OUARTER POINTS AND SHALL HAVE AN 15" MIN. PLATFORM. INSTALLED IN A FACE -UP POSITION IN THE NORK SURFACES OR COUNTERTOP5 IN A BATHROOM BA51N � I - I � ,EO) I I I I I � I LOCATION. (FER C I I I I � I � � I . 5-7. A 120 VOLT, SINOLE PHASE, 15 OR 20 AMP RATED SERVICE RECEPTACLE SHALL BE LOCATED NITHIN 1 25- ESS / I I ,1 I I I/ I OE (IN TH15 CASE ") I I . OF, AND ON THE SAME LEVEL AS THE EOUIPMENT FOR MAINTENAN I I 64,,/, -Green, . NDATORYMEASURES 0 . I I I ? .. ����� � - RESIDENTIAL MA I � � HEATINO/AIR-CONDITIONINO EGUIP.) THE SERVICE RECEPTACLE SHALL NOT BE CONNECTED ON THE LOAD 1�1 � I I EFFECTIVE JANUARY 1, 2017 1 � I � I 51DE OF THE REGUIRED MEANS OF DISCONNECT. (PER CEO) �? -11 I I � � 1 2016 CALGREEN CODE -_ I < 06 4 1 SECTION REQUIREMENTS 55. INSTALLATION INSTRUCTIONS FOR ALL L15TED EOUIPMENT SHALL BE PROVIDED TO THE FIELD IN51VECTOR _< I �, I � I I , � _1 � ,,-,, e "" " , ,_", , ", "�,,, -' )0i ,�i ,,�-� , ,,,, - I I E -.0 30/18 i - _ Speclitins �,__ AT THE TIME OF INSPECTION , * 702.2 Special inspectors must be qualified and able to demonstrate competence to the I I I I - I _��ma In the discil in which they are inspectin . 51. AT LEAST ONE NALL 5NITCH-CONTROLLED LIOHTINO OUTLET SHALL BE INSTALLED IN EVERY HABITABLE l I ,L���Inspectin ", � � "I cliviiii- �� I I - , , � , " " . I 'I" �' , ,��,_ :�,�,,`, �,,,Documerrtatlll ._.. , - . . .... . ROOM, IN BATHROOMS, HALLNA-1'5,5TAIRNAY5, ATTACHED OARAOE5 NITH ELECTRIC FONER, A r;,, T 11 \ I I � I Documentation of compliance shail include, but is not limited to, construction I :VIEWED I CF CAL I I I RE � documents, plans, specifications, builder or installer certification, inspection reports, or I CE OUTDOOR ENTRANCES OR EXITS. 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