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HomeMy WebLinkAboutB17-1751 053-280-008Butte County Department of Development Serv-ieeTsTT.6 FORM NO PERMIT CENTER COLV7,Y nr r DBP -06 am u s 7 County Center Drive, Oroville, CA 959'65 2 0 2017 Main Phone 530.538.7601 Fax 530.538.7B5- %v%v%v.buttecountv.neddds �VEI,Op&j SERVICES � PLAN CHANGEURECHECK, AJR RETURN Owner's Name: 14-y7n,o IS-PlJ417 1 i Contact Person Name: ,4,:�lt , p�JQ7 Contact email: r Contact Phone Number: �D U' 510' 0/6 Date Submitted: /0/ ZO/? Permit Number:Y 111751 Assessor's Parcel Number: 053 -g;2 D0' 008 ❑ COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: Response to Plan Check Letter? ❑ Response to Building Inspection Correction Notice? ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? ❑ Other: 1. 2. 3. 4. 5. LIST OF ITEMS SUBMITTED L c� c - L,5) Iry 012q&1lef— Lt:A�IC D, +%3i GeResI Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ❑ Minimum $135.66 ® Additional Fee Amount Due: Revised 12.19.2016 Page 1 of 1 F1 1181 East 7th Street, Chico, CA 95928 (530) 891-3413 (530) 891-3414 Fax TRANSMITTAL TO: Efrain Ruvalcaba Plans Examiner Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 DATE: FAX: RE: Resubmittal under #B17-1751 Plan Check #1 October 13, 2017 Transmitting: The Following: For: Status: 2 Sets Revised sheets: i ❑Fax A1.0 -A7.0 ❑Approval ❑Schematic i ❑Herewith 2016 CalGreen Residential Mandatory ❑Mail ❑Information ❑Checking ❑Preliminary ❑In Progress Measures Checklist ❑U.P.S Supplemental Calculations ❑Your Use []Final a ❑Greyhound ❑Hand Delivery Energy forms, signed ❑Review ❑Comment ❑Reviewed ❑Reviewed/Noted ❑Fed Ex ❑Payment ❑Amend/Resubmit E-MAIL ❑Estimate ❑Signature } REMARKS: "(2C2- DearEfrain, 'BUTTE COUNTY In reference to your Plan Check Comments: OGT 2 0 2017 General Comments: DE�VE�LOPMENT SERVICES 1. 2016 Code references included on Sheet A1.0. 2. Design criteria amendments: �� • I a. Note added to Sheet A1.0 indicating that no sprinklers required. b. Square footage of existing added to Area Analysis on Sheet A1.0. , 1 Architectural Comments: 'a 3. Shower wall surface to ceiling, indicated on Sheet A6.0. j 1 { 4. Tempered glazing notes added to Window Schedule and Glazing Notes on Sheet A6.0. t 5. Plans amended to include stair dimensions and notes on Sheet A3.0 and Details 10 & 11 on sheet A5.0. 6. Handrail notes added to sheet A3.0 and to Section @ Deck Detail 9 on SheetfA5.0. 7. Guard detail added to Section @ Deck Detail 9 on sheet A5.0. 8. Smoke carbon monoxide alarms shown on Electrical Plan, sheet A6.0. ' 9. Note added on sheet A3.0, requiring grade to be sloped to drain surface water away from foundation walls. { 10. Under -floor ventilation calculation shown on sheet A3.0 for 502 sf (net) under -floor area. i Electrical Comments: f 11. Electrical plan amended to clarify 120 -volt, single phase, 15- and 20 -ampere branch f circuits, along with the following: 12. Spacing of receptacles modified to meet maximum distances. 13. Bathroom circuits revised. r Temper -resistant receptacles indicated. Luminaries in wet and damp locations specified to be marked suitable for these locations. 14 15 Energy Comments: 16. Energy forms signed by their Author. 17. Note added: "high efficacy luminaries." 18. Note added: "At least one light in the bathroom on vacancy sensor." 19. Note added, regarding outdoor lighting requirements. CalGreen Comments: 20. Construction Waste Management notes added to sheet A7.0. 21. 2016 CalGreen Residential Mandatory Measures Checklist attached. 22. Storm Water Erosion Control Measures added to sheet A1.0. Structural Comments: 1. Lateral force analysis provided. See attached Structural Calculations, revised 10/12/2017. 2. Wind speed changed to 110 mph in structural calculations. Wind design method used is Braced Wall Panel. 3. Breakdown of gravity loads, etc. provided in Structural Calculations anId Supplemental Calculations. t . 4. Top plate nailing specified in Structural Notes on Sheet A7.0. 5. Connections of new roof to existing structure revised. See Wall Section 5 on Sheet A4.0.' rf 6. Roof uplift resisting connections revised. See Details 3 & 4 on Sheet AIL,' 7. Shear transfer information added to Details 1 thru 6 on Sheet A5.0. 8. Shear transfer at floor -to -cripple wall revised. See revised Wall Section 5on Sheet A4.0 and Details 1, 2, & 3 on Sheet A5.0. 9. Stepped footing detail revised. See Detail 11 on Sheet A5.0. 10. Deck lateral load connections revised, attachment detail added See Detail 11 on Sheet A5.0. } 11. Handrail and guard connections and spacing added to plans. See Details 9, 10 & 12 on Sheet A5.0. 12. Stair details added. See Details 9 & 10 on sheet A5.0. 13. Retaining wall calculations included in Supplemental Calculations. See also revised Detail 5 on Sheet A5.0. 14. Structural notes added to Sheet A7.0. Sincerely, Thomas Tarman, Architect, C6375 Tarman Architectural Group y + f a 3 + STATE OF CALIFORNIA Prescriptive Residential Additions That Do Not Require HERS Field Verification 9 CEC-CF1 R -ADD -02-E (Revised 04/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions That Do Not Require HERS Field Verification Page 1 of 6 Project Name: McNally -Benoit Addition Date Prepared: 08/01/2017 This compliance document is only applicable to additions 300 ft2 or less, or additions that do not require HERS field verification for compliance. When HERS verification is required, a CFIR-ADD-01 shall first be registered with a HERS Provider Data Registry. Alterations to Space Conditioning Systems that are exempt from HERS verification requirements may use the CFIR-ADD-02 and CF2R- ADD -02 Compliance Documents. Possible exemptions from duct leakage testing include: less than 40 ft of ducts were added or replaced; or the existing duct system was insulated with asbestos; or the existing duct system was previously tested and passed by a HERS Rater. If space conditioning systems are altered and are not exempt from HERS verification, then a CFIR-ADD-01 must be completed and registered with a HERS Provider Data Registry. Additions or alterations that utilize close Cell Spray Polyurethane Foam (ccSPF) with a density of 1.5 to less than 2.5 pounds per cubic foot having an R -value other than 5.8 per inch, or Open Cell Spray Polyurethane Foam (ocSPF) with a density of 0.4 to less than 1.5 pounds per cubic foot having an R -value of 3.6 per inch, shall complete and register a CFIR ADD -01 with a HERS Provider Data Registry. If more than one person has responsibility for installation of the items on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction for which they are responsible. Alternatively, the person with chief responsibilityfor construction shall prepare and sign this certificate for the entire construction. All applicable Mandatory Measures shall be met. Temporary labels shall not be removed before verification by the building inspector. A. General Information 01 Project Name: McNally -Benoit Addition 02 Date Prepared: 08/01/2017 03 Project Location: 1986 Mountain View Drive 04 Building Front Orientation (deg): 180 05 CA City: Paradise 06 Number of Dwelling Units with Additions: 1 07 Zip Code: 95969 08 Fuel Type: Electricity 09 Climate Zone: 11 10 Total Conditioned Floor Area (ft) (Addition): 548 11 Building Type: Single family 12 Slab Area (ft): 0 13 Project Scope: greater than 400 ft2 up to 700 ft2 � 14 Addition Wall Type: Q Framed ❑ Non -framed ❑ Mass Walls ❑ None BUTTE 15 RoofType: Steep slope ❑ Low slope ❑ None A TY 16 Roof/Ceiling insulation: Must meet minimum mandatory insulation requirements. ®�� -OCT 2 O 2017 17 Windows being installed? ❑✓ Yes ❑ No ® DEVELOPwNrr_ 18 New water heater being installed? EJ Yes ✓❑ No SERVICES CA Building Energy Efficiency Standards - 2016 Residential Compliance j �� . f �I April 2016 STATE OF CALIFORNIA Prescriptive Residential Additions That Do Not Require HERS Field Verification 771 CEC-CF1 R -ADD -02-E (Revised 04/16) CALIFORNIA ENERGY COMMISSION lily CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions That Do Not Require HERS Field Verification Page 2 of 6 Project Name: McNally -Benoit Addition Date Prepared: 08/01/2017 B. Opaque Surface Details - Framed (Section 1S0.2(a)) 01 02 03 04 05 06 07 08 09 10 11 Tag/ID I Assembly Type Frame Type Frame Depth (in) Frame Spacing (in) Proposed Required Comments Cavity R -value Continuous Insulation R -value U -factor Appendix JA4 Reference U -Factor Table Cell Wall -1 Wall Wood 5.5 16 15 11.6 0.045 4.3.1 4H 0.051 Staggered Stud Wall Roof -1 Roof Wood 9.25 16 32 0 0.036 4.2.2 16A 0.43 R-22 Mandatory Minimum Floor -1 Floor Over Crawlspace Wood 9.25 24 19 0 0.036 4.4.1 14A 0.037 Add'Row � Delete Row Notes: • Any roof area covered by building integrated photovoltaic panels and solar thermal panels are exempt from the above Cool Roof requirements. • If the cool roofing requirements will be met by a liquid field applied coating, Section 110.8(i)4 requires the coating be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the manufacturer. Add Row � Delete Row G. Roofing Products (Cool Roof) (Section 1S0.1(c)11) 01 02 03 04 05 06 07 08 09 10 11 12 Proposed Required Mass Roof 25lb/ft2 or Greater Roof Pitch Method of Compliance Product Type CRRC Product ID Number Initial Solar Reflectance Aged Solar Reflectance Thermal Emittance SRI (Optional) Aged Solar Reflectance Thermal Emittance SRI (Optional) No 4:12 Aged SR & TE CRRC Shingles By Owner 0.20 0.75 16 Add'Row � Delete Row Notes: • Any roof area covered by building integrated photovoltaic panels and solar thermal panels are exempt from the above Cool Roof requirements. • If the cool roofing requirements will be met by a liquid field applied coating, Section 110.8(i)4 requires the coating be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the manufacturer. CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 STATE OF CALIFORNIA Prescriptive Residential Additions That Do Not Require HERS Field Verification Ire-, CEC-CF1 R -ADD -02-E Revised 04/16 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions That Do Not Require HERS Field Verification Page 3 of 6 Project Name: McNally -Benoit Addition Date Prepared: 08/01/2017 H. Fenestration/Glazing Allowed Areas and Efficiencies (Section 150.2(a)1) 01 02 03 04 05 06 07 08 09 10 Maximum Allowed Maximum Allowed West - Fenestration Area for All Facing Fenestration Area Only Orientations (ft2) (ft2) The Greater The Greater Maximum Maximum Maximum Maximum Addition Type (ft2) Calculated based on Allowed % Maximum Calculated Allowed ft2 Calculated based on Allowed % Maximum Calculated Allowed ft2 Allowed U- factor (Windows) Allowed U- factor (Skylights) Maximum Allowed SHGC (Windows) Maximum Allowed SHGC I (Skylights) I Comments " >400 to:5700 ft2 137 120 27.4 60 0.32 0.55 0.25 0.30 Skylight: RCM 9.5.3 Exception 2 CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 STATE OF CALIFORNIA Prescriptive Residential Additions That Do Not Require HERS Field Verification CEC-CF1 R -ADD -02-E Revised 04/16 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions That Do Not Require HERS Field Verification Page 4 of 6 Lvroje"Name: McNally -Benoit Addition Date prepared: 08/01/2017 I. Fenestration Proposed Areas and Efficiencies Note: If meeting Exception 1 to 150.1(c)3A, Installing <_ 3ftz glass in door or tubular skylight, it is not required to meet the minimum U -factor & SHGC requirements Exception 2: For up to 16ftz of new skylight area, the U -factor can be 0.55 or less and the SHGC can be 0.30 or less. Exception 3: If using dynamic glazing, use the lowest tested U -factor and SHGC in Columns 9 and 10. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Tag/ID Fenestration Type Frame Type Dynamic Glazing Orientation (N,S,W,E or Roof) Number of Panes Proposed Fenestration Area (ft2) Proposed West Facing Fenestration Area (ft2) Proposed U -factor Source Proposed SHGC Source Exterior Shading Device Combined SHGC from CFiR-ENV-03 D-1 French Door Non -Metal no North 2 16.7 0.29 NFRC 0.24 NFRC D -1A Sidelight Non -Metal no North 2 10 0.29 NFRC 0.24 NFRC W-1 Fixed Window Non -Metal no South 2 2 @ 10 = 20 0.27 NFRC 0.23 NFRC W -1A Awning Window Non -Metal no South 2 2 @ 5 = 10 0.28 NFRC 0.21 NFRC W-2 DH Window Non -Metal no South 2 10 0.29 NFRC 0.22 NFRC D-3 French Door Non -Metal no South 2 20 0.29 NFRC 0.24 NFRC W-3 Awning Window Non -Metal no West 2 6.3 6.3 0.28 NFRC 0.21 NFRC W-2 DH Window Non -Metal no West 2 2 @ 10 = 20 20 0.29 NFRC 0.22 NFRC W-4 Skylight Non -Metal no West 2 8 8 0.38 NFRC 0.25 NFRC �} Add Row` }. Delete Row 15 Total Proposed Fenestration Area --- - -- - 121 16 Maximum Allowed Fenestration Area 137 17 Compliance Statement Total Proposed Fenestration Areas Maximum Allowed Fenestration Area Or Yes Q No 18 Total Proposed West -Facing Fenestration Area 34.3 CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 STATE OF CALIFORNIA Prescriptive Residential Additions That Do Not Require HERS Field Verification CEC-CF1 R -ADD -02-E Revised 04/16 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions That Do Not Require HERS Field Verification Page; of 6 McNally -Benoit Addition I Date Prepared: 08/01/2017 19 Maximum Allowed West -Facing Fenestration Area 60 20 Compliance Statement Total Proposed West -Facing Fenestration Area <_ Maximum Allowed West -Facing Fenestration Area � Yes r No 21 Proposed Fenestration LI -factor (Windows) 0.29 maximum 22 Required Fenestration U -factor (Windows) 0.32 23 Compliance Statement Proposed Fenestration U -factor 5 Required Fenestration U -factor n Yes (_)No 24 Proposed Fenestration SHGC (Windows) 0.24 maximum 25 Required Fenestration SHGC (Windows) 0.25 26 Compliance Statement Proposed Fenestration SHGC <_ Required Fenestration SHGC Q) Yes (, No 27 Proposed Fenestration U -factor (Skylights) 0.38 28 Required Fenestration U -factor (Skylights) 0.55 29 Compliance Statement Proposed Fenestration U -factor <_ Required Fenestration U -factor CJ Yes () No 30 Proposed Fenestration SHGC (Skylights) 0.25 31 Required Fenestration SHGC (Skylights) 0.30 32 Compliance Statement Proposed Fenestration SHGC:5 Required Fenestration SHGC Q_i Yes ,^, No J. Space Conditioning (SC) Systems - Heating/Cooling (Prescriptive Section 150.2(b)) Alterations to Space Conditioning Systems shall be exempt from HERS verification requirements as prerequisite for use of the CF1R-ADD-02 and CF2R-ADD-02 Compliance Documents. If new space conditioning systems are installed or existing systems are altered and are not exempt from HERS verification, then a CF11R-ADD-01 shall be completed and registered with a HERS Provider Data Registry. In each row below for each dwelling unit in the building, check the box that indicates the exemption from HERS verification compliance: ❑ a: space conditioning system was not altered; ❑ b: less than 40 ft of ducts were added or replaced; ❑ c: (exempt from duct leakage testing) if: the existing duct system was insulated with asbestos; ❑ d: (exempt from duct leakage testing) if: the existing duct system was previously tested and passed by a HERS Rater. 01 02 03 04 Dwelling Unit Name SC System Identification or Name SC System Location or Area Served Exemption from HERS Verification Existing Residence Existing System Existing Residence a. O b. [:] c. [:] d. Addition New Mini -Split Heat Pump Addition a. ❑ b. 0 C. E] d. a. b. ❑ c. d. ?Delete Row �y .. CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 STATE OF CALIFORNIA Prescriptive Residential Additions That Do Not Require HERS Field Verification 'EC-CF1 R -ADD -02-E (Revised 04/16) CALIFORNIA ENERGY COMMISSION � CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions That Do Not Require HERS Field Verification Page 6 of 6 Project Name: McNally -Benoit Addition Date Prepared: 08/01/2017 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author Signature: 016�a K r40— U Company: Signature Date: 08/01/2017 Address: 399 E. 9th Avenue CEA/ HERS Certification Identification (if applicable): City/State/Zip: Chico, CA 95926 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. That the energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: �� Thomas Tarman G. Responsible Desi ture: Company: Tarman Architectural Group Date Signed: Address: 1188 E. 7th Street License: C-6375 if City/State/Zip: Phone: Chico, CA 95928 530-891-3413 For assistance or questions regarding the Energy_Standards, contact the Energy- Hotline at:.1-800-772-3300. CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 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. (Orioinal 08/2016) Building Envelope Measures: § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft2 or less when tested per NFRC-000 or ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.' § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use LI -factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-B for com liance and must be caulked and/or weatherstri ed.' § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, asketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specked 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). § 110.8(1): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 1 10.8 i when the installation of a cool roof is specified on the CF1 R. § 110.80): 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 LI -factor must not exceed 0.043. Minimum R-19 or weighted average LI -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 LI -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 assembly.* § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor.' § 150.0(0: Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 permfinch; be protected from physical damage and UV light deterioration; and when installed as pan of a heated slab floor, meet the requirements of § 110.8(g). i . § 150.0(8)1: Vapor 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 requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to §150.0(d). l § 150.0(8)2: 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 insulation in all exterior walls vented attics, and unvented attics with air -permeable insulation. 150.0 § (q)' Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum LI -factor of 0.58; or the weighted average LI -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. § 150.0(e)1 B: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device.' § 150.0(e)1 C: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.* t § 150.0(e)2: 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 the building, are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: §110.0 §110.3- Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energ y 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 § 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the 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 supplementary heating.* § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a 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. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs 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. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr 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. k` 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)36: 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. § 150.00)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 § 150.00)2A: nominal diameter of 3/4 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)26: 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.' I § 150.00)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.' § 150.00)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 clegraclation of the material. § 150.00)36: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class I I 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 SRCC or by a listing agency 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-clistribution 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)l: (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 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than Y< 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 tape 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)ll: 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 11 and 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. .4 2016 Low -Rise Residential Mandatory Measures Summary 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 § 150.0(m)13: supply plenum. The space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy s 0.58 W/CFM 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 airs stems.' Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(0): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole -building ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic 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 § 110.4(a): that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.* § 110.4(b)1: 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 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. § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that 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. § 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves' Lighting Measures: § 110.9. Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements Of § 110.9' § 110.9(e): 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 be certified to the Energy Commission according to Reference Joint Appendix JA8. § 150.0(k)1A: 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)1 B: 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)1 C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1 C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings. § 150.0(k)1 D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 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)1 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. § 150.0(k)1 F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) 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)1 G: 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.' § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: 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). § 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 (EMCS) 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 ; 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. § 150.0(k)21: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. t 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JA8, 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 § 150.0(k)3A: 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)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. ? § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9 130.0, 130.2,130.4, 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9,130.0,130.2, 130.4, 140.7, and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 wafts of ower as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles.must comply with the 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: L 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: a Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 11 0.10 b through § 11 0.10 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. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof 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.' § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof 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 of plumbing from the solar zone to the water -heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through 110.1 0 c must be provided to the occupant. § 110.10(e)1: 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". - i r::;Ppt-44.,-Pd-7'�itNG� I-rV WA V iAi�CV A4 2d l to ANAP.�t tot � G�1�1,� �U1U17Ih}b�o� - e5--pt'm--C7 y�1 � N►p ��c ��� U � mot Ir ���1 tib 1����'�� ��G 1$x•2. G>�GQo 1;4:1 �:mss BUTTE COUNTY OCT 20 2017 PERMIT #VELOPMENT BUTTE COUNTY DEVELOPMENT SERVICES SE[ZV[('E� REVIEWED FOR CODE COM LIANCE �J DATE K7 BY s V ` l 1�I. THOMAS A TARMAN WHITECT A.I.A LEED A. [4P 1181 E 7TH ST CHICO CA 95928 U D ,gRc�i O y, i, ;1 �.CAL1F ��V pP�Ll�S` To s�e�`iS 1 �07 ClW SLAB FOR . © m ea CWM WALL ON (E) COL �.:.. •gyp BRAD RARS, (SEE INT. ELEM) Is04 UO IrO.O.'Ammom ROA WOWIMIF.O. W COL A AMP-Tru O = — �essm� 19-C i • ��- IO:YVWORK G AA 2 .'`;ti^'.l. B� ��•. �•:'t,+•. `,• Wit:.,'. COCKEF �•' •?., ,e �•..•.�•:' •?.•�•. •• •. •' , .•rte ..Y S © m ea CWM WALL ON (E) COL �.:.. •gyp BRAD RARS, (SEE INT. ELEM) Is04 UO IrO.O.'Ammom ROA WOWIMIF.O. W COL A AMP-Tru O = — �essm� 19-C i • ��- IO:YVWORK G AA 2 ,aMEAR WALL SCHEDULE SHEAR WALL B C D E F fs'WIND 6 EIS IC SHEAR 350 490 730 780 980 SMEAR P 335 486 800 820 99.5 975 1280 3W PLYWOOD CCK Cmk CDx CDX amm l cmc cmc . OR EXT. RATED OSB ONE SIDE ONESME ONE SIDE ONE SIDE ONE SIDE Two 8� TWO 810 EDGE NAILING 8d 6" 8d 4° 8d 3" 8d 2" 8d 2" 8d 4° Sd 3" FIELD NAILING 8d 12° 8d 12" 8d 12" 8d 12" 8d 12" 8d 12" 8d 12" STUD SIZE AT VER71 2 x 2 - 2x studs nailed tDgether w/ 2 mn 16d sink At 12" o m f br, PLYWOOD JOINT STUD fiin h ht Of studs 4x be used In Discs of 2 - 2x FOUNDATION SILL 1 1/2" 11121 1 1/2" 21/2" 21/2" 21/2" 21/2" PLATE THICKNESS , CLIP, BLOCK L870 Q LS70 Q LS70 @ LS70 @ 1S70 Q 1.870 C L970 @ TO PLATE 24" ac. 20° 0.0. 16° o.c. 12" o.m 10" o.m 10" ac. 8" O.C. , A.B. SPACINGO 48" o.c. 38" o.c. 1Z" O.Q. 2r p.& I-Iroc. 22" o.C. 16" o.c. 16" o c. 15/8" 1/2" A.B. SPACING 34" o.c W o.c. 9" O.c. 18a oe. 11" as 11" oa NOTES: 1. Over Douglas -Fir studs (M 16" o.c. with Hem -Fir top and bottom plates or equivalent 2. Ag panel edges backed with 24nch nominal or wider framing u.o.n. 3. If machine nags are used, then nails with pstrdal heeds are not permitted. 4. Simpson manufeudured tips at 24" o.& for entire: balance of wail line. "Block' may be truss chord or rafter per detall. b. Anchor bolts shall have a minimum 3" x 3" x .229" thfdk stied late washer. DESIGN VALUE FOR ANCHOR BOLTS AND SILL NAILS SHEARWALL B C �b E F t3 SEISMIC S P 280 350 040 730 760 980 WIND SHEAR P 336 @00 820 935 976 i2 2X Sll,ll. L INTO SDS 1W SDS 1/4° SDS 1W SDS 1W SDS 1W SDS 1/4° SDS IW BLOCK OR RIM JST. 1�' o c. 11•.o a e" o.a. h1~ o.c. Ir 0.r. 6" o.c 4" o.c. SILL. SCREW CAPACITY 277 377 519 892 830 .830 1038 _ CAPACITY FOR WIND 388 50 @90 920- 1104 1104 - 1381 5/8° A.B. CAPACITY 27@ 308 552 708 772 1082 " 1082 - 1 A.B. CAPAC 380 507 697 744 101E 101E OYES: Shnpaon SDS 1/4 x r Wood 8crmnrs per Simpson Cepa* Of 803114" x 6" WOW Screw = 260 * 1.33 = 346 # / screw + 2. DesIpn cape ft of bolls per Table 6.Z8 of ow-W-ND8. CaPaciiy of 117 Anchor Bolt In 2x and =1.33 *5700 780# / Bolt Cawlty of 1/2" Andhor Soft In 3x sig =1.33 *7000 = 930# / Bolt of 6/8" Anchor Soft in 2x sin =1.33 *830# =1103# / Boit Cepa ft of b/8" Anchor Bolt in 3x sin =1.33 *1060 =1416# / Bolt 3. Reduce A.B. capae ft In note 2 by 60% for 2x euI plate when allowable shear I .ja fact > 350A x 8o0 IW i` 3 WTAJ 000lltw�� m ;idol • OWMAis ti E40M Wor SCROM lip �lp f �- �lop fl b a.s� •� ��. - IWAMWAM� o IST f j, r/ _ IF )1 i E ' f f Gravity Load Development Project: McNally Res Date: 10/7/2017 Comments: 17-039 Units: lbs & feet (UNO) Loads: Slope= 3 to 12 Roof Dead Load Ply 2.5 psf Roofing 5.0 psf Framing 2.3 psf Gyp 2.5 psf Insul 1.0 psf Sprinklers (if Req'd) 1.0 psf Misc 1.5 psf Total (sloped) 15.8 psf Total (horiz) 16.0 psf Roof Live Load Construction 20.0 psf Ground Snow Load 30.0 psf Wall Dead Load Siding 5.0 psf (exterior) 3/8 Ply. 1.8 psf 2x Framing 2.5 psf j Gyp. 2.2 psf {f Insul. 1.0 psf Misc. 3.5 psf Total 16.0 psf Wall Dead Load 2x Framing @ 16" o.c. 2.2 psf f ! (interior) Gyp. 2 sides 4.4 psf 1 Misc 2.4 psf ! Total 9.0 psf 1' Floor Dead Load Framing @ 24" o.c. 2.5 psf. I 3/4" ply 0 psf Gyp. 0 psf Flooring 2.5 psf ! BUTTE Misc. 5 psf 4 Total 10.0 psf �'OUNTY Floor Live Load Residential 40.0 psf } `OCT 2 0 2017 Sleeping 30.0 psf I DEVELOPMENT ! I: SERVICES Deck Dead Load Framing @ 16" o.c. 2.5 psf Decking 3 psf Misc. 2.5 psf Total 8.0 psf V"HOfNA5 A `lAHAIdAN � �- ARCHITECT AJ.A, EED T 'j �x� �a- sIS 1181ETHS 1. CHCO CA OBC -28 s, 1 -�o � 0 Report Application Issues or Provide Customer Feedback (hftps://app.smartsheet.com/b/form? 2015 IRC Required Braced -Wall -Line Length Calculations PROJECT INFORMATION NAME: McNally ADDRESS: 1986 Mountain View Drive, Paradise, CA WALL DIRECTION: Side To Side SEISMIC DESIGN CATEGORY. DO ULTIMATE DESIGN WIND SPEED: 110 mph WIND EXPOSURE CATEGORY: B STONE OR MASONRY VENEER: No 9 About WBLC Wall Line 1-1 Wall Line 2-1 Braced -Wall -Line Location- 1st of 1 -story 11 s of 1 -story Eave to Ridge Height � 6 ft '6 ft - �22.00 - - - - - - Braced -Wall -Line Spacing ft 22.00 ft ,Braced -Wall -Line Length !26 ft -- - - - 26 ft Mall Height_ ;8 ft 8 ft Bracing Method WSP ! WSP ,GB Construction Type WA WA ,Gypsum Wall Board on Inside -- - — - - Yes - Yes `.Horizontal Joints Blocked No No Holdown Device Used . No �No Wall Dead Load > 8 psf &:5 15 psf > 8 psf &:5 15 psf f _•-- -- - --- . _ - - -- -_ -- - _ _ - iRoof/Ceilirig Dead Load - _ _ - - _ ----- -- 'I' >15 psf & <20 psf a _ . .- _ _ 15 psf & <20 psf :WIND ---- ;Tabulated Wind Bracing Amount-�- . 13.8 ft - - - - _ - - _ - - 3.8 ft - -- - - --- _ - '. .. _. .. -r Exposure Height Facto 1 1 Eave-to-Ridge Height Factor :0.76 Wind Wall Height Factor t0.9 10.9 _ :Number of BWL Factor --_----- -- - -- - - - .1 11 .Holdown Factor 1 .1 .Blocked Joint Factor 2 2 Gypsum on Inside Factor 1 1 Wind GB Construction Factor 1 1 ,Required Wind Bracing Amount 15.2 ft :5.2 ft SEISMIC - - - .Tabulated Seismic Bracing Amount- 4.68 ft 14.68 ft - .Seismic Wall Height Factor1 1 :BWL Spacing Factor 1 1 ;Blocked Joint Factor .2 2 -Gypsum on Inside Factor - 1 1 ~t [Seismic GB Construction Factor 1 Wall Dead Load Factor 1 1 Roof Dead Load Factor 1.1 f1 t. .1.1 Veneer Factor 1 Required Seismic Bracing Amount 10.3 ft .10.3 ft r •Wall Line 1-1Wall Line 2-1 , i - [RESULTS jLength of Wall Bracing Required 10.9 ft i 10.9 ft -. .- j__ NOTES This wall -bracing evaluation is based on the 2015 International Residential Code. The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall -bracing requirements of Sections R602.10, R602.11 and R602.12 as applicable. 1. One- and two-family dwellings and townhouses in Seismic Design Category D0, D1, or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1) based on wind speed, and Table R602.10.3(3) based on seismic design category, including all applicable adjustment factors. 2. Braced -wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 3. Braced -wall panels shall be located at each end of braced -wall lines. Braced -wall panels constructed of Methods WSP, BV-WSP, or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 4. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 5. Interior braced -wall -line spacing is the greater of the distance between two adjacent braced -wall lines or the average of the distance as selected by the designer. 6. Refer to the Sfrona-Wall® Bracino Selector(httn://www2.stronatie.courtwebaonststronowallbracinaselectodl for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced -wall panels. Simpson Strong -Tie® Wood and Steel Strong -Wall® shearwalls may be considered equivalent to the code braced -wall panel construction method WSP with gypsum board applied on the inside. 7. Braced -wall -line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3. However, the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accommodate one single room when the provisions in Table R602.10.1.3 are satisfied. 8. Braced -wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0, D1, and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of.the IRC may not be used in areas where wind design is required In accordance with Figure R301.2(4)B or where the ultimate design wind speed shown on Figure R301.2(4)A equals or exceeds 140 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhouses in Seismic Design Category C and all structures in Seismic Design Category D0, D1, or D2 in accordance with Section R602.10.4.1 item #3. Version 3.0.0 Is SIMPSON St v gTie 0 Report Application Issues or Provide Customer Feedback (hftps://app.smartsheet.com/b/form? 9 About WBLC 2015 IRC Required Braced -Wall -Line Length Calculations PROJECT INFORMATION NAME: McNally ADDRESS: 1986 Mountain View Drive, Paradise, CA WALL DIRECTION: Side To Side SEISMIC DESIGN CATEGORY: DO ULTIMATE DESIGN WIND SPEED: 110 mph WIND EXPOSURE CATEGORY: B STONE OR MASONRY VENEER: No Wall Line 1-1 - Wall Line 2-1 -- - Braced -Wall -Line Location iIst of 1 -story 1st of 1 --story _ Eave to Ridge Height '6 ft 6 ft Braced -Wall -Line Spacing 26.00 ft 26.00 ft n Braced -Wall -Line Length- 22 ft 122 ft _ - 1 'Wall Height .._ 8 ft 18 ft `Bracing Method :WSP WSP 'GB Construction Type WA WA .Gypsum Wall Board on Inside Yes as - t--- tHon.ontal Joints Blocked ,No _ ,No Holdown Device Used — -- - - -- Yes - - - _ TYes Wall Dead Load > 8 psf &:5 15 psf ---••-•- �> 8 psf & 515 psf ;Roof/Ceiling Dead Load >15 psf & 55 20 psf >15 psf & <- 20 psf r- - - -._ - --- - - - -- - - + :WIND ' Tabulated Wind Bracing Amount ,4.4 ft +4.4 ft _...----'— ,Exposure Height Factor 1 +1 Eave-to-Ridge Height Factor _ -- 0.76 10.76 ,Wind Wall Height Factor 0.9 0.9 �..--- - ....•---55 555 555-- - - _ ._ ._. --- - Number of BWL Factor = - - - - 1 - - . _ 1- 5555 555-- H_ Holdown Facto5r 0.8 0.8 Blocked Joint Factor 22 4 I.-5555—_ -_- - _ — 5555 --- -• - - 5'555 - - --- --. . i- - -- -- _- ---- _ Gypsum on Inside Factor 1 'Wind GB Construction Factor 1 'Required Wind Bracing Amount +4.82 ft , 4.82 ft5555 !SEISMIC r- ..-- - __.__--- 5555 -- -• - --- _. _ . _.. 'Tabulated Seismic Bracing Amount _ . � _ - -- - -- - 13.96 ft --- - -- --- - --- _T3.96 ft - 1 F-- - - -•- -- --- 55.55- - --- - - - - _.. - _ .. t1 Seismic Wall Height Factor 1 BWL Spacing Factor 1.04 1.04 Blocked Joint Factor 2 ;2 Gypsum on Inside Factor 1 T1 `5555-- Seismic GB Construction Factor 1 1 Wall Dead Load Factor - - - - - 1 )j 1.1 Roof Dead Load Factor- 1.1 Veneer Factor 1. _ . Required Seismic Bracing Amount 9.06 ft 9.06 ft Line 1-1 wag Line 2-1 .RESULTS (Length of WallBracing Required v——__---_--_^------_-.._ 19.06 R X9.06 R I NOTES This wall -bracing evaluation is based on the 2015 International Residential Code. The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall -bracing requirements of Sections R602.10, R602.11 and R602.12 as applicable. 1. One- and two-family dwellings and townhouses in Seismic Design Category D0, D1, or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1) based on wind speed, and Table R602.10.3(3) based on seismic design category, including all applicable adjustment factors. 2. Braced -wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 3. Braced -wall panels shall be located at each end of braced -wall lines. Braced -wall panels constructed of Methods WSP, BV-WSP, or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 4. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 5. Interior braced -wall -line spacing Is the greater of the distance between two adjacent braced -wall lines or the average of the distance as selected by the designer. 6. Refer to the Strong -Wall® Bracing Selector(httol/www2.stronatie.com/webaoos/stronowallbracinaselectorA for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced -wall panels. Simpson Strong -Tie® Wood and Steel Strong -Wall® shearwalls may be considered equivalent to the code braced -wall panel construction method WSP with gypsum board applied on the inside. 7. Braced -wall -line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3. However, the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accommodate one single room when the provisions in Table R602.10.1.3 are satisfied. 8. Braced -wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0, D1, and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the ultimate design wind speed shown on Figure R301.2(4)A equals or exceeds 140 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhouses in Seismic Design Category C and all structures in Seismic Design Category D0, D1, or D2 in accordance with Section R602.10.4.1 item ft3. Version 3.0.0 5 2016 NDS Bolt Yield Limit Analysis For Double Shear Wood-to-Wood Connections Connection ID: Guard Rail post 200# load at top of handrail Loadings Dead = 0 lbs. Bolt Diameter = 0.500 inches Live = 1,238 lbs. Fyb = 45 ksi (for A307 bolt) Snow = 0 lbs. tm = 3.50'inches (main member) Const. = 0 lbs. width, m = 3.50 inches (main member) Seismic = 0 lbs. Orn = 90 degrees Wind = 0 lbs. Em = 1,600 ksi (main member) Fern (parallel) = 5,600 psi (parallel) Fern (perpendicular) = 3,158 psi (main member) SGm = 0.50 DF-L Main Member Specific Gravity, EWP, DF-L, HF, SP or SPF Femo = 3,158 psi (main member) is = 1.50 inches (side member) width, s = 9.25 inches (side member) OS = 0 degrees Es = 1,600 ksi (side member) Fes (parallel) = 5,600 psi (parallel) Fes (perpendicular) = 3,158 psi (side member) SGs = 0.50 DF-L Side Member Specific Gravity, EWP, DF-L, HF, SP or SPF Feso = 5,600 psi (side member) Re = 0.5638 Ko = 1.2500 U = 1.8729 CM = 0.70 Wet Service Factor Ct = 1.00 Temperature Factor CA= 1.00 Geometry Factor Cg= 1.00 Group Action Factor Rea = 0.441441 Member Stiffness Ratio m = 0.855053 u = 1.012286 n = 2 number of fasteners in a row S = 5.25 inches, Bolt Spacing (In a row) nm,,, = 1 total number of rows ntotai = 2 total number of fasteners N.D.S. 8.3.1 Eq.'s Eq 8.3-1 Z = 1,105 Ib. Mode Im Eq 8.3-2 Z = 1,680 Ib. Mode la Eq 8.3-3 Z = 865 Ib. Mode Ill, Eq 8.3-4 Z = 973 Ib. Mode IV Z. = Z(Co'CM*Ct*Cg C Conn 2013 CBC & ASCE 7-10 Load Combinations: Design Loads Capacity DL RLL FILL Snow Wind EQ (lbs) Cd Z' Obs) EQ 16-8 1 0 0.9 1085 EQ 16-9 1 1 1237.5 1.25 1507 EQ 16-10 1 1 0 1 1205 EQ 16-10 1 1 0 1.25 1507 EQ 16-11 1 0.75 0.75 .928.125 1.25 1507 EQ 16-11 1 0.75 0.75 928.125 1.15 1386 EQ 16-12 I 1 0 1.6 1928 EQ 16.12 1 -1 0 1.6 1928 EQ 16-12 1 0.7 0 1.6 1928 EQ 16-12 1 -0.7 0 1.6 1928 EQ 16-13 1 0.75 0.75 0.75 928.125 1.6 1928 EQ 16-13 1 0.75 0.75 -0.75 928.125 1.6 1928 EQ 16.13 1 0.75 0.525 0 1.6 1928 EQ 16-13 1 0.75 -0.525 0 1.6 1928 EQ 16-14 0.6 1 0 1.6 1928 EQ 16-14 0.6 -1 0 1.6 1928 EQ 16-15 0.6 0.7 0 1.6 1928 EQ 16-15 0.6 -0.7 0 1.6 1928 6 Design Detail Concrete fc = 2500 psi Rebar Fy = 60000 psi [-81 Unit Weight = 150 Ib/ft 067 ft{ AEA A -2 ft-� \� #4 @ 18 in (S&T) #4@18 in Heel Bars: #4 @ 18 in Toe Bars: #4 @ 18 in Footing S/T Bars: #4 @ 18 in y Restrained Wali 1 IBC 2015 Concrete Load Combs Ratio Check_ Provided___ h Combination J .tk Y r 1 P . _..x .+, ` f �,'4tE4• Restrained Against Sliding • E tt F sl r. t J / a t5 iLf 1.50 1.013 + 1.OH ,/ 0.938 y.'1 1 - ts" 1 M �.K ` � i n}. 1[E � J .w1 � ti 1126 psf `r � / �Y � 5%•Y�, Bearing Eccentricity__ -4.>r t lei st1 s.K,j -.cx �i • 1.01) + 1.01- + 1.01-1 [ =Toe Ch_eG_cs - . f V Y.S•. �.'¢. a�Y`I`t. jy 4 f, - ----- F .1r1'. !i.- t Design Detail Concrete fc = 2500 psi Rebar Fy = 60000 psi [-81 Unit Weight = 150 Ib/ft 067 ft{ AEA A -2 ft-� \� #4 @ 18 in (S&T) #4@18 in Heel Bars: #4 @ 18 in Toe Bars: #4 @ 18 in Footing S/T Bars: #4 @ 18 in Use basic criteria from common projec...No Building Code IBC 2015 Concrete Load Combs Ratio Check_ Provided___ Required Combination Apply Sds Factor to Seismic Combinat.. No Restrained Against Sliding _ -- ,/ 0.917 Sliding 1.64 1.50 1.013 + 1.OH ,/ 0.938 Bearing Pressure 1200 psf 1126 psf 1.013 + 1.01- + 1.01-1 0.574 Bearing Eccentricity__ 2.3 in 4 in 1.01) + 1.01- + 1.01-1 [ =Toe Ch_eG_cs - -__ ----- -- 1 ,/0.021 _-- Shear 6.08 k/ft 0.12 k/ft 1'.213 + 1.6L + 1.6H -- - ,/ 0.060 Moment 3.96 ft•k/ft 0.24 ft•k/ft 1.2D + 1.61- + 1.61-1 ,/ 0.077 Min Strain 0.0519 0.0040 1 AD + 1.6H ,/0.000 Min Steel 0.01 in' 0 in' 1 AD + 1.61-1 ,/ 0.923 Development 13 in 12 in 1 AD + 1.6H v 1.000 S&T Max Spacing 18 in 18 in 1.4D + 1.61-1 0.810 S&T Min Rho 0.0022_0.0018_____1.4D + 11.6H -.---- [-Heel Checks' 0.066 Shear 6.98 k%ft 0.46 kHi -----� -'-f.-4D+ 1.61-1 ,/0.034 Moment 4.56 ft•k/ft 0.15 ft•k/ft 1 AD + 1.61-1 ,/0.067 Min Strain 0.0600 0.0040 1 AD + 1.61-1 ,/0.000 Min Steel 0.01 in' 0 in' 1 AD + 1.61-1 ,/0.857 Development 14 in 12 in 1.4D + 1.611 ,/ 1.000 S&T Max Spacing 18 in 18 in 1.4D + 1.61-1 S&T Min Rho 0.0022 0.0018 1.40 + 1.61-1 Stem Checks = T �/ 0.123 Moment 2.31 ft k/ft 0.28 ft Wft 1.413 + 7.61-1 ,/0.123 Shear 3.6 k/ft 0.44 k/ft 1 AD + 1.61-1 ,/ 0.136 Max Steel 0.0295 0.0040 1 AD + 1.61-1 ,/ 0.000 Min Steel 0.01 in'/in 0 in'/in 1.4D + 1.61-1 ,/0.857 Base Development 7 in sin 1.40 + 1.61-1 ,/ 0.000 Horz Bar Rho 0.0000 0.0000 1.4D + 1.61-1 ,/1.0()0 Horz Bar Spacing 18 in 18 in 1 AD + 1.61-1 Use basic criteria from common projec...No Building Code IBC 2015 Concrete Load Combs ASCE 7-10 (Strength) Masonry Load Combs ASCE 7-10 (ASD) Stability Load Combs IBC Retaining Wall St.. Apply Sds Factor to Seismic Combinat.. No Restrained Against Sliding No Neglect Bearing At Heel Yes Use Vert Comp. for OT No Use Vert Comp. for Sliding Yes Use Vert Comp. for Bearing Yes Use Surcharge for Sliding & OT Yes Use Surcharge for Bearing Yes Neglect Soil Over Toe No Neglect Backfill WL for Coulomb No Factor Soil Weight As Dead Yes Use Passive Force for OT Yes Assume Pressure To Top Yes Extend Backfill Pressure To Key Bottom No Use Toe Passive Pressure for Bearing No Required F.S. for OT 1.50 Required F.S. for Sliding 1.50 Has Different Safety Factors for Seismic No Allowable Bearing Pressure 1200 psf Req'd Bearing Location Middle third Wall Friction Angle 25° Friction Coefficent 0.35 Soil Reaction Modulus 1728001b/ft' QulckRWall 5.0 (iesweb.com) Page 1 of 8 Wednesday 10/11/17 8:17 AM Fl wst;' i, IN-qRestraine Wallj,�" vT '4 W A V 4: 2 t 'K.". IWI 1r f'Y ."YI 5 DL=0.3 k/ft LL=0.2 k/ft Loading Options/Assumptions 4 Passive pressure neglects top 0 ft of soil. 100 IbW 30* T 100 WM 30* C 0 psf ASCE 740 (Strength) IAD + 1.6H 1.41) + 0.9H 1.21) + 1.6L + 1.6H 1.21) + 1.6L + OAH q 1.213 + 1.6H 1.21) + 0.9H 1.213 + 1.0L + 1.6H 1.21)+1.01.+0.9H 0.91) + 1.6H 0.91) + 0.9H I. Strength Check Results Summary _t Stem M! Stem�j?-z-', *jj_r',,7Lj Stem �i q. ii2t e. - -i --go �R� y- Neel Ad 'X Actuallc!L�' 'PIVI-a ir XV -allow Iffln It kIM t i Stem Ste Load Combination Z;� p:, Stem 11ppli N P i!-, (ft.") ?'U _ ( _- ) ROM j -no Mad -a�pllid i 1.46 + 1.6H 0.28 2.31 0." 3.6 6 7 0.15 1AD + 0.9H 0.16 2.31 0.25 3.6 6 i 7 0.15 1.21) + 1.6L + 1.6H 0.28 2.31 0." 3.6 6 7 0.13 11.213 + IIAL + 0.9H 0.16 2.31 0.25 3.6 6 7 0.13 1.21) + 1.6H 018 2.31 0." 3.6 6 7 0.13 1.213+0.9H 0.16 2.31 0.25 3.6 6 7 0.13 1.213 + I.OL + 1.6H 0.28 2.31 0.44 3.6 6 1 7 013 1.21) + 1.OL + 0.9H 0.16 2.31 0.25 3.6 6 1 7 0.13 0.91) + 1.6H 0.28 2.310." 3.6 6 7 0.1 0.91)+0.9H 0.16 2.31 0.25 3.6 6 7 0.1 % XT i4v*4166 LoidCambin-atio.n."".' -Joe Hi 14,Hiia u:A" ppIleo. -V -81161h 44' W'pOled iz WAR 'Inz: "011ed (ft") (k ft 1.413 + 1.6H 4.56 0.46 6.98 0.22 3.96 0.11 6.08 1.41) + 0.9H 4.56 0.46 6.98 0.22 3.96 0.11 6.08 1.21) + 1.6L + 1.6H 4.56 0.39 6.9 024*3.96 0.12 6.08 1.213 + 1.6L + 0.9H 4.56 0.39 6.9: 024 3.96 10.12 6.08 1.213 + 1.6H 4.56 0.39 6.98 0.19 3.96 0.1 6.08 1.21) + 0.9H 4.56 0.39 6.98 0.19 3*96 0.1 6.08 1.213 + 1.OL + 1.6H 4.56 0.39 6.98 0.22 3.96 0.11 6.08 1.21) + 1.OL + 0.9H 4.56 0.39 6.98 0.22 3.96 j 0.11 6.08 0.91) +1.6H I*6H 4.56 0.3 6.98 0,14 3.96 0.07 6.08 0.913 + 0.9H 4.56 0.3 6.98 0.14 3.96 1 0.07 6.08 Stability Check Results Summary Load Combination Sfldl *." Resisting 'i�� ngt�jm.,, UTFIslri Sliding SfidihgMV.,Ik, Sliding Bearing Pressure Bearing Pressurearing Eccentricitpadnill Eccentricity `Allowable' �;F.S.q F.S.Req'd�F.S:Riq'dSeli"- Actual'�iO-,�"- vW04-�R-Aitu VtM- e 50 C IF "o _-� I, ',� ;w a Force " 11, ��Allokble ,;"r, ;'4'7PQk'vA- On) -k- Oblin) A, ' 'Obfin) Azi*N 1.01) + 1.0L + 1.OH 42.19 74.83 1.774 1.500 1.500 1126 1200 1 2.3 4 1.01) + 1.OH 42.19 69 1.636 1.500 1.500 968.2 1200 2.3 4 QuickRWall 5.0 (iesweb.com) Page 2 of 8 Wednesday 10/11/17 8:17 AM � _ r r. lac "s�•+e �'-„ Y� '4 tip: �.?'•-.-,t � - vcirt - � i ,u - � s.. -- u. .nr•'• a;'- w -yk,�inw`Gae } J. �t nK'{� �r,fi A�y.rsit'kL'^� �e,�Y �, ��' f �° ,•.� �� .,�, t� Restrained Wall 1 �-�. r. � >y �,,��-sis,� ��;�:.� ��r»r � �� �u .x`;.�� aY , ,�<..s� Y,j e > , `+` '.' +' .F y�tf:"i n r'1• ,1' �"+r: 3.s3. {.' �'.. K �+.-r-r„ e•iY`7x r" r�, .. �.-' 1 r r . }r. �' :7.:� 7zs t•^t! �' r .rri X �r F�"'� )`� ¢Yi � �' t I '� � '�' `w�' i G r e � :a .r'• ,�: n e f A� .X,� i t,-. ., '}°TTS,a.. �'' �� -..r.a �fi�� � �: R"�uz,,.�r��„4 yi,;yxs,��,�+i��'�^ �.k��;�+fi' ��...S��"`'1'�•'��?'f ;.�.�''.s'���'�r•}v�s ,1'•:�+"y�`r�.r--?�y$+�i�'•;�Mx w4;�v ,1�.. 7.�7}. vq �.�.?'Y:�'^ J i�",`I cri 'R: t' t ?"�d�Y;,.1', r'�''�/„'�'lf'GtqF�s,r .�.?hYby �rti�q,'i��''4•�tYiy,� L��i�F� �y�?�', r'7tJt' a A v7.A:a;� ;'Lr•9.t� •y'�., L. sY-x?'-'�Z yu,,C�.�.J �.�....xl.y rt�si•.,r;•,+���hh.MM.:__--•�?j�yyi��y„^R;FY�w.r+m�'Y"k.+k sc'��y�.'re � .c '=5r..g' �G=3K e;'. 1�pk'7}. r�^}:.��i��t, �a''�*t,.;:.r; ;a'�d'f�'�)i Y��GA^'� e etTTn r'.�1� : }. �.f•;8'$ ,. �4�� '1� yr�rs„(t R. �'1�]� b-rjL� �:r�� �: �#: 7�s�}.. �,"�dG�k. �yt'r-Y' �� ojt �l•'�'r•. ri.� �i S.a.� Y :2b4 -1 .ie7 rha'Ty'' 2'F'". ' r�. >}�; rr•'� 3 rta.. �'� �.._ f ti rryt6��Si ���rk,. ��1�..ni?"'i �: v y€ �p�,}�%` r.'sF rAG ,�t ,�3t �+.� ' •.%. ;� ' a-"�iy-.�wc6�ja1� :>�'�� �f� 't?` -e.�a�''+�.ir"-Xa: ' xr �r- 9g9t a �'� -" �1 -''�. �`• j.. 'G� aJ',^.k•'� i��.:y�i�e""r,� '��,yrAr i "'sky` e x < }J".e2� - , '���i�7ry ,.5.�'ith �;'¢r`i3='3G },S,Y >.t Ktit� i !f,« ,.M* k yc"�SL q.G sri%_•i},�.,�.. •.. .r.''J.`s-; c: rte > G .��.' �'crl?�",.+a°,..s,'�„"Sr:�`.t;. - `3..w�z,� r�� � a,F�.p,�� ��'+y�„ �"?� �: k, t � a 'Gi'�'"''fie, �,,:tc, ,ts�� �•.�,C' �,r�'3 �;•� z�,•., y = 100 Ib/fv r 30' jhd Lateral Earth Pressure At - Rest Earth Pressure Theory Ko = 1 - sin 1 - sin ((30°)) = 0.50 ah = Ko y H = (0.50) (100 Ib / W) (4.5 ft) = 225 psf bateral Earth Pressure (stem only) ah = Ko y H = (0.50) (100 Ib / ft) (3.67. ft) 183.3 psf rr i I t 2.19lb/iin - t ti 28.01 Ibrin . 4 =y` -225 psf , t, i . •� t T -183.33 psf •� - s•s r rt r K I • f S, rr i I t 2.19lb/iin - t ti 28.01 Ibrin . 4 r - ,i ' • i� ♦ - QuickRWall 5.0 (iesweb.com) f v Page 3 of 8 Wednesday 10/11/17 8:17 AM — Passive Pressure t ,r ti ki. T 450 psf ''ti tin 1 28.12 lbfi y = 100 IMP 4 0 = 30° ti} c=0psf Lateral Earth Pressure Rankine Passive Earth Pressure Theory ' v Kp = tang (45° +2), = tan' [45° + (30')] = 3.0 ap=-tHKp+2c�= (100lb/ft-)(1.5ft)(3.0)+2(Opsf) 3.0= 450psf WalUSoil Weights • � `i Gi 32. b/iin f 0., 18lbfin QuickRWall 5.0 (iesweb.com) Page 4 of 8 Wednesday 10/11/17 8:17 AM „—, "'s , r—.f e = 03 in 0. 304. f 41.73 Ib/i 1126 psf 119.21blin Friction F = µ R = (0.350) (119.2 lb / in) = 41.73 lb / in `j,. t �.i `t44f • '` }� "��`t3 ♦ .. 1 } L a ,y4 y . t, >( '•� F. \. !. 4/' '• :i �r d� 4 X- at t Y. `��. h.. �T F �l lit J�S Yt H l t. 'tv j]17^i .f Ji � .Yi� f, 'j � M• i t. ,F� it s . ,4!. 1 tt`'. ""I,; Xa, i „—, "'s , r—.f e = 03 in 0. 304. f 41.73 Ib/i 1126 psf 119.21blin Friction F = µ R = (0.350) (119.2 lb / in) = 41.73 lb / in — Bearing Pressure Calculation Contributing Forces Vert Force offset Horz Force offset OT Moment Backfill Pressure -0 lb/in O Ibfin -0 in-lb/ft Axial Dead Load -25lbrin 1 ft O lb/in -3601.2 in-lb/ft Axial Live Load -16.67 Ibfin 1 ft O Ib/in -2400.8 in-ib/ft Footing Weight -20.841bin 1 ft O Ib/in -3002 in-lb/ft Stem Weight -32.64lbin 1 ft O lb/in -4701.57 in-lbtft Backfill Weight -20.381bfin 1.67 ft O Iblin -4892.8 in-lb/ft Soil over toe Weight -3.71 lb/in 0.33 It O lb/in - -177.96 in•lbt t Stem Base Shear -0 lb/in - -23.03 lb0.83 ft 2764 in•lb/ft Stem Base Moment O lb/in O Ibfin 2123 in-lb/ft -119.231bfin -13889.85 in-lb/ft -13889.85 in•lb / ft = 0.81 ft - 119.23 Ib /In QuickRWall 5.0 (iesweb.com) Page 5 of 8 Wednesday 10/11/17 8:17 AM ReStrained'Wall 1 i s . 5 xAH,i it {��:� v4 t..t..1 6. �1h,ita ♦F J: r/w" yk, .�F -2.5 Stem Flexural Capacity Moment 3.92 Moment (ft•k/ft) Capacity ACI 318-14 11.5.2.2. *22.3. *22.2) (M 0 ft from base rNegative bendinal _ f k „ __ (0.01 in' /in) (60000 psi) a 0.85 Pc 0.85 (2500 psi) = 0.31 in pMn = p As fy (d - a / 2) = (0.90) (0.01 int / in) (60000 psi) [(4 in) - (0.31 in) / 21 = 2.31 ft -k / ft Capacity /ACI 318-14 11.5.2.2. *22.3. *22.21 0 0 ft from base rPositive bending] _ As f„ __ (0.01 in= / in) (60000 psi) a 0.85 F, 0.85 (2500 psi) = 0.31 in pMn = p As fy (d - a / 2) = (0.90) (0.01 in' / in) (60000 psi) [(4 in) - (0.31 in) / 21 = 2.31 ft•k / ft Capacity (ACI 318-14 11.5.2.2. *22.3. *22.2) (rD 2.72 ft from base rNegative bendinal _ AS f„ __ (0.01 in= /in) (60002_psi a 0.85 Fc 0.85 (2500 psi)= 0.31 in pMn = p As fy (d - a / 2) = (0.90) (0.01 in= / in) (60000 psi) [(4 in) - (0.31 in) / 2] = 2.31 ft•k / ft Capacity (ACI 318-14 11.5.2.2. *22.3. *22.21 A 2.72 ft from base rPositive bendinal _ AS f„ _ (0.01 in= /in) (60000 psi) a 0.85 F', 0.85 (2500 psi) = 0.31 in pMn = p As fy (d - a / 2) = (0.90) (0.01 int / in) (60000 psi) [(4 in) - (0.31 in) / 2] = 2.31 ft•k / ft Capacity (ACI 318-14 11.5.2.2. *22.3. *22.2) 0 3.92 R from base rNegative bendinal _ As f„ (0 int / in) (60000 psi) a 0.85 F', 0.85 (2500 psi) = 0 in pMn = p As fy (d - a / 2) = (0.90) (0 in' / in) (60000 psi) [(4 in) - (0 in) / 21 = 0 ft•k / ft Caoacitv (ACI 318-14 11.5.2.2. *22.3. *22.2) 0 3.92 ft from base rPositive bendinal _ A. f„ __ (0 in= / in) (60000 psi) a 0.85 F, 0.85 (2500 psi) = 0 in pMn = p As fy (d - a / 2) = (0.90) (0 int / in) (60000 psi) [(4 in) - (0 in) / 21 = 0 ft•k / ft 3.52 3.13 2.74 2.35 1.96 Offset (ft) 1.57 1.18 1.78 1.39 QuickRWall 5.0 (iesweb.com) Page 6 of 8 Wednesday 10/11/17 8:17 AM 12 -2.5 -1.67 0.83 0 0.83 1.67 2. Moment (ft•k/ft) Capacity ACI 318-14 11.5.2.2. *22.3. *22.2) (M 0 ft from base rNegative bendinal _ f k „ __ (0.01 in' /in) (60000 psi) a 0.85 Pc 0.85 (2500 psi) = 0.31 in pMn = p As fy (d - a / 2) = (0.90) (0.01 int / in) (60000 psi) [(4 in) - (0.31 in) / 21 = 2.31 ft -k / ft Capacity /ACI 318-14 11.5.2.2. *22.3. *22.21 0 0 ft from base rPositive bending] _ As f„ __ (0.01 in= / in) (60000 psi) a 0.85 F, 0.85 (2500 psi) = 0.31 in pMn = p As fy (d - a / 2) = (0.90) (0.01 in' / in) (60000 psi) [(4 in) - (0.31 in) / 21 = 2.31 ft•k / ft Capacity (ACI 318-14 11.5.2.2. *22.3. *22.2) (rD 2.72 ft from base rNegative bendinal _ AS f„ __ (0.01 in= /in) (60002_psi a 0.85 Fc 0.85 (2500 psi)= 0.31 in pMn = p As fy (d - a / 2) = (0.90) (0.01 in= / in) (60000 psi) [(4 in) - (0.31 in) / 2] = 2.31 ft•k / ft Capacity (ACI 318-14 11.5.2.2. *22.3. *22.21 A 2.72 ft from base rPositive bendinal _ AS f„ _ (0.01 in= /in) (60000 psi) a 0.85 F', 0.85 (2500 psi) = 0.31 in pMn = p As fy (d - a / 2) = (0.90) (0.01 int / in) (60000 psi) [(4 in) - (0.31 in) / 2] = 2.31 ft•k / ft Capacity (ACI 318-14 11.5.2.2. *22.3. *22.2) 0 3.92 R from base rNegative bendinal _ As f„ (0 int / in) (60000 psi) a 0.85 F', 0.85 (2500 psi) = 0 in pMn = p As fy (d - a / 2) = (0.90) (0 in' / in) (60000 psi) [(4 in) - (0 in) / 21 = 0 ft•k / ft Caoacitv (ACI 318-14 11.5.2.2. *22.3. *22.2) 0 3.92 ft from base rPositive bendinal _ A. f„ __ (0 in= / in) (60000 psi) a 0.85 F, 0.85 (2500 psi) = 0 in pMn = p As fy (d - a / 2) = (0.90) (0 int / in) (60000 psi) [(4 in) - (0 in) / 21 = 0 ft•k / ft 3.52 3.13 2.74 2.35 1.96 Offset (ft) 1.57 1.18 1.78 1.39 QuickRWall 5.0 (iesweb.com) Page 6 of 8 Wednesday 10/11/17 8:17 AM 12 ;Restrained Wall 1 It Stem Shear Capacity Shear 3.92 - - - --�`_-� - 4 - - - --- - - 3.52 3.13 2.74 2.35 1.96 1.57 1.18 0.78 -- - i - I---- I - f -- - - -- - -- - � - y - -- - -0.39 H-'* 2.67 133 0 1.33 2.I 7 40 Shear (k/(t) Shear Capacity (ACI 318-14 11.5.5.1, 22.5.1.1. 22.5.5.1) 0 0 ft from base (Positive shearl x = 1.0 (normal weight concrete) Vc = 2 xFc d = 2 (1.0) 2500 psi (4 in) = 4.8 k / ft We = 4 Vc = (0.750) (4.8 k / ft) = 3.6 k / ft Shear Capacity (ACI 318-14 11.5.5.1. 22.5.1.1. 22.5.5.110 0 ft from base fNeoative shearl x = 1.0 (normal weight concrete) Vc = 2 xF'c d = 2 (1.0) 12500 psi (4 in) = 4.8 k / It W„=�Vc = (0.750)(4.8 k/ ft) = 3.6k/ft Shear Capacity (ACI 318-14 11.5.5.1. 22.5.1.1. 22.5.5.1) (a 3.92 ft from base (Positive shearl x = 1.0 (normal weight concrete) Vc = 2 xF'c d = 2 (1.0) T2500 psi (4 in) = 4.8 k / It Wri = 0 Vc = (0.750) (4.8 k / ft) = 3.6 k / ft Shear Caoacity (ACI 318-14 11.5.5.1. 22.5.1.1. 22:5.5.1) 0 3.92 ft from base rNegative shearl X = 1.0 (normal weight concrete) Vc = 2 xF'c d = 2 (1.0) VF2500 psi (4 in) = 4.8 k / ft �V„=0Vc = (0.750) (4-8 k/ ft) = 3.6k/ft Offset (ft) QuickRWall 5.0 (iesweb.com) Page 7 of 8 Wednesday 10/11/17 8:17 AM 1 Stem Development/Lap Length Calculations Main vertical stem bars (bottom end) - Develooment Length Calculation (ACI 318-14 11.7.1.2. 25.4.2.3. 25.4.3) WO = 1.0 (uncoated hooked bars) i we = 0.70 (based on side cover and extension cover) wr = 1.0 (no confining reinforcement) a = 1.0 (normal weight concrete) ldh =fy Y. we w.1 db = (60000 psi) (1.0) (0.70) (1.0)1 (0.5 in) = 8.4 in C 50 a F', ) 50 (1.0) 2500 psi J 8 db = 8 (0.5 in) = 4.0 (minimum limit, does not control) Main vertical stem Wt = 1.0 k5;' ,Aetl&auied Wall 1 LAG;, x 'r� .t I i•r ( , y b +.' 3 {{ Y = "✓Y' a = 1.0 s/2 = (18in)/2 = 9in cover + db / 2 = (2 in) + (0.5 in) / 2 = 2.25 in cb = 2.25 in (lesser of half spacing, ctr to surface) Ktr = 0.0 . (no transverse reinforcement) cb + Ktr _ (2.25 in +(0.0) _ - 4.50 db *i�1Z ` Id = 3. fy_ (40 wf we w< db __ 3. (60000 psi) (1.0) (1.0) (0.80)l ) (0.5 in) = 14.4 in �,•�,f'. {`i k 4 ;. ^4F 2.5 40 (1.0) 2500 psi 2'5 J Stem Development/Lap Length Calculations Main vertical stem bars (bottom end) - Develooment Length Calculation (ACI 318-14 11.7.1.2. 25.4.2.3. 25.4.3) WO = 1.0 (uncoated hooked bars) i we = 0.70 (based on side cover and extension cover) wr = 1.0 (no confining reinforcement) a = 1.0 (normal weight concrete) ldh =fy Y. we w.1 db = (60000 psi) (1.0) (0.70) (1.0)1 (0.5 in) = 8.4 in C 50 a F', ) 50 (1.0) 2500 psi J 8 db = 8 (0.5 in) = 4.0 (minimum limit, does not control) Main vertical stem Wt = 1.0 bars (too end) - Development Length Calculation (ACI 318-14 11.7.1.2. 25.4.2.3. 25.4.3) (bars are not horizontal) we = 1.0 (bar not epoxy coated) WS = 0.80 (bars are #6 or smaller) a = 1.0 (normal weight concrete) s/2 = (18in)/2 = 9in cover + db / 2 = (2 in) + (0.5 in) / 2 = 2.25 in cb = 2.25 in (lesser of half spacing, ctr to surface) Ktr = 0.0 . (no transverse reinforcement) cb + Ktr _ (2.25 in +(0.0) _ - 4.50 db 0.5 in Id = 3. fy_ (40 wf we w< db __ 3. (60000 psi) (1.0) (1.0) (0.80)l ) (0.5 in) = 14.4 in a F,� 2.5 40 (1.0) 2500 psi 2'5 J QuickRWall 5.0 (iesweb.com) Page 8 of 8 Wednesday 10/11/17 8:17 AM 201.6 CALGreen residential Mandatory Measures This checklist applies to newly constructed buildings, additions or alterations of existing residential buildings where the addition or alteration Increases the building's conditioned area, volume, orsize. The requirements shall only apply to and or within the specific area of the addition or alteration. 2016 CGBSC 301.1.1 ' ***Note 2016 CGBSC 301.1.1: On and after 11112014, residential buildings undergoing permitted alterations, additions-or=improvements-ifiafi-r$piacenoncorWientplurirrbing:fixttures-wfth-water_ conserving plumbing fixtures. Plumbing fixture replacemerit is required prior to issuance -ofa certificate of final completion, certificate of occupancy or'final permit approval by the local building de artment. Feature or Measure Required A plan Is. developed and implemented ,to manage storm water drainage during construction. CGBSC 4.106.2. Construction plans shall indicate how the site grading or'drainage system will manage s ��A '% all surface water flows to keep water from entering buildings CGBSC 4.106.3. Provide capability for electric vehicle charging in one and two-family dwellings andih townhouses with attached private garages; and 3 percent of total parking spaces;�'a¢��Q specified, for mu tifar Qy.dweflings. Building meets or exceeds the requirements of the California Building Energy Standards. CGBSC4.201.1. I V Water closets. The effective flush volume of all water closets shall not exceed 1.28 gpf. Tank -tyke water closeis shall: be certified. to.. the _pArforrrrance..'cnteria: of the.U..S. EPA WaterSense Specification for Tank -type Toilets. {/ Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125gpf and floor mounted or other urinals shall not exceed 0.5 gpf. - C Single showerheads. Showerheads shall have a max. flow rate of not more than 2.0 _ fpm -at ZO:psi.SShowerheads -shall :he-certifird-to _the..perforaamancecriteria,of:the;U.S. � 3/ -EPA WaterSense Specification for Showerheais. BUTTE a Multiple showerheads serving one shower. When a shower is served by more than +, one showerhead, the combined flow rate of all the showerheads and/or other shower j ?OCT 2 0 2017 outlets controlled by a single valve shall not exceed 2.0 gpm at 80 psi, or the shower DEVELOPMENT shall be designed to allow only one shower outlet to be in operation at atime. RVICES Residentiallavatory faucets. The max. flow rate of .residential lavatory faucets shall not exceed 1'.2 gpm at 60 psi. The min. flow rate of residential lavatory faucets shall not be less than 0.8 gpm at 20 psi. Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. Kitchen faucets. The max. flow rate of kitchen faucets shall not exceed 1.8 gpm at 60 +, psi. THOMAS A TARMAN ARCHITECT A.I.A LEED A.P. ChecklistslGA WiAT95928 ST ALAI r1r►WASP wrr Page 1 of 3 . �� � • I 02/1012017 _2016 CALGreen ResidentiaMandatory Meas.nres..Checklist.Woat'd). Feature or Measure New residential developments with an aggregate landscape area equal to or greater than 500 sq ft shall comply with one of the following options: 1. A local water efficient landscape ordinance or the current California '.Departmerit Vf Wster'Re-sources Model Water Efficient Landscape -OJrd.inance'(MWEL0), whichever more stringent; or 2. Projects with aggregate landscape areas less than 2,500 sq ft may comply with the MWELO Appendix D Prescriptive Compliance Option. noa911t-praofil }, Annular.spacesaround.pipes, electric cables;, conduits; another, openings in sole/bottom platen at exterior walls shall be. protected against" the passage of rodents by closing such- openings -with, cement mortar, concrete masonry or similar Method acceptable to the enforcinn ananry Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition waste in accordance with one of the following: .. - - management ordinance; or 2. A construction waste management plan, per Section 4.408.2; or 3. A waste management company, per Section 4.408.3; or 4. The waste stream reduction alternative, per Section 4.408.4. O&M Manual: An operation and maintenance -manual shall be available in the building -at_the.time:of.final insoectior+. Recyclnng by Occupants. Where 5 or more multifamily dwelling units are constructed, on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a -minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. See exception for rural jurisdictions. Any installed gas fireplace shall be direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. Duct openings and other related air.distribution component. openings shall. be covered during construction. Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds shall comply with statewide VOC standards and other requiremeni Paints, stains and other coatings sha#i be compliant with VOC limits. 4.504:2.2 Required Check listMGreen Building Page 2 of 3 02/10/2017 ChecklistskGreen Building Page 3 of 3 02/10/2017 2016-CALGreen ReAdentialMandatory Measures Checklist -(c6nt'dy Feature or Measure Required Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and otherlox4c compounds, Carpet:andcarpet systems-shaifibe. zompfiant with VOC -limits. 4.5043 At least 80% of floor-area- receiving -resilient floorings W-I .comply-with specific VOC criteria. Hardwood plywood, particleboard and medium density fiberboard (MDF) used on interior ' or exterior of the building shall comply with formaldehyde emission standards. Documentation shall be provided to the City building inspector verifying that compliant materials-- have- been. used. 51, 11 1111111A6 A Wo ININNISMI-20. .— 4111'' Concrete Slab Foundations: Vapor retarder and capillary break is installed at slab- on-grade foundations. Moisture content of building materials used in wall and floor framing shall not exceed 19% before enclosure. Moisture content shall be verified in compliance with CGBSC 4M5.3. Indoor Air Quality and Exhaust (4.508) Bathroom exhaust fansshallbe ENERGY STAR rated and -d-66fe-d-foll Terminate outside. Unless functioning as a component of a whole house ventilation system, bathroom exhaust fans must be controlled by a humidity control adjustable between a relative humidity range of 50% - 80%. Elm Duct systems are sized, designed, and 'equipm. ent is. selected using the following methods: 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 or equivalent. 2. Size duct systems according to ANSI/ACCA I Manual D-2014 or equivalent. 3. Select heating. and cooling equipment according to ANSIZACCA 3 Manual S- -2044-or.-6quivalent. HVAC system installers are trained and certified in the proper installation of HVAC systems. - Special inspectors employed_ by the enforcing. agency must be qualified and able to -di-m-onsW.ife--compefdnce.'in-ihe'-discipffne--ttie.y-'are-in-,spectihg. BENI Verification of compliance with this code may include construction documents, plans specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency, which show substantial conformance. ChecklistskGreen Building Page 3 of 3 02/10/2017