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Home My WebLink AboutB16-1094 056-270-023Flkssse �,o� .;��_1037ncl.osed in t�,:�hf; fc;OaiFnst: u. on scowTitle 24 Energy Calcu!atIons Truss details f _Engineered ._ Structural calculationz .• . Soils Investigation Report :. . a— _ CDF/Cal Fire CBC ?A' Inforzn3it , Flood Eievation Certifsc_ate/.l=lood plain (?ec;aration -<+ '�, x .� '' p �� s Special Inspect ion.Si�ec�t . 0 _�. BCQMD Rule 207 Foy.. ° C - Setback attac}ir�ent - ` v _Slope ,i Y t t , ♦♦ z `` JI v li i4 r, } iE t f Residential Mandatory California Green Building Code Measures Based on the 2013 California Green Building Standards Code Checklist Effective July 1, 2015 eVftZ4__ BUTTE COUNTY JUL 19 2016 DEVELOPMENT SF.RVICES vlo,(), 1=c c.c-�CaP� VERIFICATIONS LEVELS ENFORCING AGENCY TO SPECIFY APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATION METHOD Prerequisites and electives' Enforcin Installer or Third FEATURE OR MEASURE g Agency Designer party ❑ ❑ ❑ Mandatory Tier 1 Tier 2 All All All PLANNING AND DESIGN Site Development 4.106.2 A plan is developed and implemented to manage storm water drainage during construction. 4.1063 Construction plans shall indicate how site grading or a drainage system will manage all surface D5/b water flows to keep water from entering buildings. 4.106.4 Provide capability for electric vehicle charging in one- and two-family dwellings and in townhouses ❑ with attached private garages; and 3 percent of total (� parkingspaces, asspecified, for multifamily dwellings. ENERGY EFFICIENCY General 4.201.1 Building meets or exceeds the requirements ofthe � CaliiforniaBuilding Energy Efficiency Standards3. 91 ❑ � ❑ WATER EFFICIENCY AND CONSERVATION Indoor Water Use 4303.1 Plumbing fixtures (water closets and urinals) and 0 ❑ ❑ ❑ fittings (faucets and showerheads) installed in residential buildings shall comply with the prescriptive n M1 /T requirements of Sections 4.303.1.1 through 4.303.1.4.4. 4303.2 Plumbing fixtures and fittings required in Section 0 ❑ ❑ ❑ 4.303.1 shall be installed in accordance with the h / California Plumbing Code, and shall meet the applicable referenced standards. Outdoor Water Use 4304.1 Automatic irrigation systems controllers installed at the time of final inspection shall be weather ❑❑ VA or soil moisture -based. Enhanced Durability and Reduced Maintenance 4.406.1 Annular spaces around pipes, electric cables, ❑ ❑ ❑ conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or 6"v similar method acceptable to the enforcing ency. Construction Waste Reduction, Disposal and Recycling 4.408.1 Recycle and/or salvage for reuse a minimum of Ox ❑ ❑ ❑ 50 percent of the nonhazardous construction and demolition waste in accordance with one of the following: 1. Comply with a more stringent local construction ow and demolition waste management ordinance; or 2. A construction waste management plan, per f FihtfiT # �j —/01T Section 4.408.2; or 3. A waste management company, per Section 4.408.3; or BUTTE COUNTY REVEL PMENT SER fICES 4.The waste stream reduction alternative, per Section EVIEWE FOR 4.408.4. CC DE COMPLIANCE Building Maintenance and Operation 1=c c.c-�CaP� 4.410.1 An operation and maintenance manual shall be provided to the building occupant or owner. ENVIRONMENTAL QUALITY Fireplaces 4503.1 Any installed gas fireplace shall be adirect-vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local Pollutant Control 4504.1 Duct openings and other related air distribution component openings shall be covered during 4504.2.1 Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound 4504.2.2 Paints, stains and other coatings shall be compliant with VOC limits. 4504.23 Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other toxic compounds. 4504.2.4 Documentation shall be provided to verify that comnliant VOC limit finish materials have been a] I I 1 0 1 ❑ 1 ❑ ml I I�I"0 ^I0 ❑x ❑ �� ❑ IT ❑ 1i❑ ❑ ❑x ❑ y❑ ❑ ❑ P/ ❑ ❑ Qx ❑ (� ❑ ❑ 45043 Carpet and carpet systems shall be compliant 4507.1 Reserved. ❑ f 1 ❑ ❑ with VOC limits. 4507.2. is selected using the following methods: ❑ 4504.4 80 percent of floor area receiving resilient O 1. Establish heat loss and heat gain values accordingto �� flooring shall comply with specified VOC criteria. ANSI/ACCA 2 Manual J-2004 or equivalent. 45045 Particleboard, medium density fiberboard (MDF) 2. Size duct systems according to ANSI/ACCA 1 and hardwood plywood used in interior finish systems D Manual D-2009 or equivalent. ❑ ❑ shall comply with low formaldehyde emission standards. 3. Select heating and cooling equipment according to Interior Moisture Control 4.505.2 Vapor retarder and capillary break is installed at O ❑ �N/� ❑ slab -on -grade foundations. Qualifications 702.1 HVAC system installers are trained and certified in 45053 Moisture content of building materials used in ❑ the proper installation of HVAC systems. ❑ d. FP ❑ wall and floor framing is checked before enclosure. 702.2 Special inspectors employed by the enforcing Indoor Air Quality and Exhaust Environmental Comfort 4507.1 Reserved. 4507.2. is selected using the following methods: ❑ ❑ ❑ 1. Establish heat loss and heat gain values accordingto ANSI/ACCA 2 Manual J-2004 or equivalent. 2. Size duct systems according to ANSI/ACCA 1 Manual D-2009 or equivalent. J . 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2004 or equivalent. Installer and Special Inspector Qualifications Qualifications 702.1 HVAC system installers are trained and certified in ❑ ❑ the proper installation of HVAC systems. 702.2 Special inspectors employed by the enforcing agency must be qualified and able to demonstrate ❑x ❑ �� ❑ competence in the discipline they are inspecting. Verifications 703.1 Verification of compliance with this code may a/ include construction documents, plans, specifications 0 builder or installer certification, inspection reports, or ❑ ❑ other methods acceptable to the enforcing agency which �/,/ show substantial conformance. 404 1 BUTTE COUNTY i BUILDING DIVISION APPROVED - =SEQUOIA ' E 'N G I- K E 'E `R I N -G� Structural Calcula'ons r - Client: Jerry Jurgenson Job#: 16-010 Project: Family Rood Addition Address: 16074 Coutelenc Road, Sterling City, CA Calculation Index Page # • Project Layout 1 • Gravity Analysis 2 • : Lateral Analysis 3-15 • Beam Analysis 16 -.20 • Column Analysis 21 • Footing Analysis 22 L 12, 2016 PERMIT# IAI(W-� l v ! T BUTTE COUNTY DEVELOPMENT SERVICES CODREVIEWED C MPI COMPLIANCE 811 f D9q DATE This calculation package is only valid for the project location as listed above and may not be used for another site without the authorization of Sequoia Engineering. Sequoia Engineering claims no responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by the governing building department. ` 467 East 2"d Ave, Chico, CA 95926 (530) 591-7258 chad@sequoiacivil.com %SEQUOIA E' N 'G I N E[ •R I N G � N 1 Pg. 1 24'-6" - 16'-0" HDU2 4'-0" DBL. 2X 9030 W40 4 11 II II - II Ir . II II BATH g II BEDROOM " WINDOW REMOVED . I I SKYLITE, • 11 II _ �I II ' I! n 6• ry m FAMILY q - I I .. WINDOW REMOVED ii - II " KITCHEN 4 %Cg POST SKYLITE LIVING 8 U2 • 4X6 POSHDU2 T p 30se 4040 B 4.-0• I DECK Ld 40eo SIMM. PROPOBED FLOOR PLAN LIVING AREA d 467 East 2nAve., Chico, CA 95926 (530)-591-7258 chad@sequoiacivil.com s Gravity Loads: Gravity Load Development Jan Beaufait Res Date: 4/12/2016 Units: lbs & feet Slope= 6 to 12 Roof Dead Load Ply 2.5 psf Gravity Loads: Gravity Load Development Jan Beaufait Res Date: 4/12/2016 Units: lbs & feet Slope= 6 to 12 Roof Dead Load Ply 2.5 psf Roofing 5.0 psf Framing 3.0 psf Gyp 2.2 psf Insul 1.0 psf Sprinklers 0.0 psf Misc 3.2 psf Total (sloped) 16.9 psf Total (horiz) 18.0 psf Roof Live Load Construction 20.0 psf Roof Snow Load 97.0 psf Wall Dead Load Siding 5.0 psf (exterior) 3/8 Ply. 1.8 psf 2x Framing 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 2.3 psf Total 14.0 psf Wall Dead Load 2x Framing @ 16" o.c. 2.2 psf (interior) Gyp. 2 sides 4.4 psf Misc 2.4 psf Total 9.0 psf Floor Dead Load Framing @ 16" o.c. 1.5 psf 3/4" ply 2.25 psf Gyp. 0 psf Flooring 2.5 psf Misc. 5.7 psf Total 12.0 psf Floor Live Load Residential 40.0 psf Sleeping Areas 30.0 psf Pg. 2 1 F) # T MUSMi Design Maps Summary Report User -Specified Input Report Title Jurgenson Tue April 5, 2016 22:59:55 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.907610N, 121.528°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III N 4it Al � r 1 1;4 4V F e S to elf USGS-Provided Output SS = 0.686 g SMS = 0.858 g SDs = 0.572 g Sl = 0.265 g SM1 = 0.495 g Sol = 0.330 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEftResponse Spectrum Design Response Spectrum Q.99 p.90 0.60 .0.81 0.54 0.72 0.48 0.63 0.42 .0.54 r IM 0.36 .r. (A 0.45 0.30 0.36. 0.24- 0.27-- Q.18 0.18 0.12 .0.09 0.06-- 0.00 0.00 0.20 0.40 0.60 0.80 1.00, 1.20 1.40 1.60 1.80 2.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Period. T (sec) For PGAM, TL, CRs, and CR1 values, please view the detailed report. Pg. 3 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Pg. 4 Equivalent Lateral Force Procedure ASCE 7-10 Seismic Loads Project: Jan Beaufait Res Date: 4/12/2016 Comments: Units: kips & feet (LINO) Description Symbol Value Units Source Zip Code ft^2 psf kis Longitude Roof Floor 41.327427 Deg Google Earth Latitude l 122.30697 Deg Google Earth Occupancy 2.87 2 2 Table 1-1 Site Class D 1.30 Chapter 20 Seismic Deisgn Category 355 D Table 11.6-1 Mapped 0.2 sec spectral response Ss 0.756 %g USGS website Mapped 1 sec spectral response S, 0.327 %g USGS website Response Modification R 6.5 - Light Framed Shear Walls - Table 12.2-1 Importance Factor I 1 Table 11.5-1 Strutural Height h„ 11 ft Peroid Parameter Ct 0.02 English Table 12.8-2 Peroid Parameter x 0.75 English Table 12.8-2 Long Period TL 16 sec Figure 22-16 Aprx. Fundamental Period Ta 0.1208 sec Section 12.8.2.1 Site Coefficient Fa 1.1980 Table 11.4-1 Site Coefficient Fv 1.7460 Table 11.4-2 MCE Spectral Response Sms 0.9057 Eq. 11.4-1 MCE Spectral Response Sml 0.5709 Eq. 11.4-2 Design Spectral Response (0.2 Sec) SDs 0.604 %g Eq. 11.4-3 Design Spectral Response (1.0 Sec) So, 0.381 %g Eq. 11.4-4 Coefficient for Upper Limit Cu 1.400 Table 12.8-1 Deflection Amplification Factor Cd 4 Table 12.2-1 Overstrength Factor Wo 3 Table 12.2-1 Max Seismic Response Coeff Cs max 0.485 Eq. 12.8-3 MinSeismic Response Coeff Cs min 0.027 Eq. 12.8-5 Seismic Response Coefficient Cs .0.093 Section 12.8.1.1 Vertical Dist Exp k I I ISection 12.8.3 Vertical Distribution oJSeismic Forces LEVEL STORY HT hi wi wi*hiAk Cvx VE E VEQ Dia ragm Diaph Max Diaph Min Roof 9 9 94.25 848 1.00 8.75 8.75 11.38 22.76 11.38 0 0 0.00 0 0.00 0.00 8.75 0.00 0.00 0.00 0 0 0.00 0 0.00 0.00 8.75 0 -0.00 0.00 0 0 0 0 0.00 0.00 8.75 0 0.00 0.00 Sum! 94.25 1 848 1 RoojLevel Story Shear (kips) 8.8 Area Weight Mass Trib Area (ft^2) Line Shear Line Shear ft^2 psf kis Wall Line Roof Floor Deck ULT kis W/S (kips) Roof 1750 18 31.43 l 820 4.10 2.87 Roof Snow 1750 29 50.93 2 370 1.85 1.30 Floor 12 0.00 A 355 1.78 1.24 Deck 18 0.00 B 355 1.78 1.24 Exterior Wall 688.5 14 9.64 Interior Wall 250 9 2.25 Sum (kips) 94.25 "ASCE710W.xls" Program Version 2.2 WIND LOADING ANALYSIS - Main Wind -Force Resisting System Per ASCE 7-10 Code for Enclosed or Partially Enclosed Buildings Using Method 2: Analytical Procedure Section 27 & 28 for Low -Rise Buildings Job Name: IJurgenson Residence I Subject: Ii Job Number: 16-010 F Ori inator: Checker: +r - Input Data: } 4 J Wind Speed, V 110 mph (Wind Map, Figure 26.5 -1A -C) Bldg. Classification = II (Table 1.5-1 Risk Category)W;,,d� -.01� Exposure Category = B (Sect. 26.7)'; e Ridge Height, hr = 19.00 ft. (hr >= he) Eave Height, he= 10.00 ft. (he <= hr) Building Width = 40.50 ft. (Normal to Building Ridge) Building Length = 36.00 ft. (Parallel to Building Ridge) L Roof Type = a 'Gable (Gable or Monoslope) -Plan ,To o.'Factor, Kzt = (Sect. 26.8 &Figure 26.8-1) � ,r^• .. _ Direct. Factor, Kd = 0.85 (Table 26.6) Enclosed? (Y/N) Y (Sect. 26.2 & Table 26.11-1) X '' Hurricane Region? N 6 0 a hr h-60' Resulting Parameters and Coefficients: _ ' jh'e Roof Angle; 0 = 26.57 deg.- - ',•; L Mean Roof `Ht., h = 14.50 ift.(h=(hr+he)/2,f6ralngle>10deg.)Elevation Check Criteria for a Low -Rise Buildin 1. Is h <= 60'? _ Yes, O.K. 2. Is h <= Lesser of Lor B? Yes, O.K. External Pressure Coeffs., GCpf (Fig. 28.4-1): ° + (For values, see following wind load tabulations.) !; Positive & Negative Internal Pressure Coefficients, GCpi (Table 26.11-1): +GCpi Coef. =F 0.18 ](positive internal pressure) , Y -GCpi Coef.,= -0.18 (negative internal pressure) If h < 15 then: Kh = 2.01*(15/zg)^(2/a) (Table 28.3-1) If h >= 15 then: Kh = 2.01 *(z/zg)^(2/a) ., (Table 28.3-1) '! ;_- a (Note: z not < 30' for Exp. B)'* + a =7.00 (Table 26.9-1) zg = 1200 (Table 26.9-1) Kh = 0.70 (Kh = Kz evaluated at z = h) .• i,, ! Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd *VA 2 (Sect. Eq. 28.3-1) L qh = 18.45 psf qh = 0.00256*Kh*Kzt*Kd *VA 2 (qz evaluated at z = h), Design Net External Wind Pressures (Sect. 28.4.1): p = gh'I(GCpf) - (+/-GCpi)) (psf, Eq. 28.4-1) Wall and Roof End Zone Widths 'a' and '2*a' (Fig. 28.4-1): ; • �, , /•. - »Mw w a = 3.60 ft. � • • � ` ., t 2*a= 7.20 ft. * i.•� "'I IY 4/12/2016'. 11:14 AM .' • - 49 • {.r 4/12/2016'. 11:14 AM .' • - 49 a { 4/12/2016'. 11:14 AM .' • - 49 Pg. 6 "ASCE710W.xls" Program Version 2.2 MWFRS Wind Load for Load Case A MWFRS Wind Load for Load Case B Surface GCpf p = Net Pressures (pso Surface *GCpf p = Net Pressures s w/ +GC i w/ -GCpi) w/ +GC i w/ -GCpi) Zone 1 0.55 6.82 13.46 Zone 1 -0.45 -11.62 -4.98 Zone 2 -0.10 -5.15 1.49 Zone 2 -0.69 -16.05 -9.41 Zone 3 -0.45 -11.57 -4.93 Zone 3 -0.37 �-10.15_ -3.50 Zone 4 -0.39 -10.53 -3.88 Zone 4 -0.45 -11.62 -4.98 Zone 5 --- --- --- Zone 5 0.40 4.06 10.70 Zone 6 --- --- --- Zone 6 -0.29 -8.67 -2.03 Zone 1 E 0.73 10.10 16.75 Zone 1 E -0.48 -12.17 -5.53 Zone 2E -0.19 -6.83 -0.19 Zone 2E -1.07 -23.06 -16.42 Zone 3E -0.58 -14.11 -7.47 Zone 3E -0.53 -13.10 -6.46 Zone 4E -0.53 -13.19 -6.55 Zone 4E -0.48 -12.17 1 -5.53 Zone 5E --- --- --- Zone 5E 0.61 7.93 14.57 . Zone 6E --- --- --- Zone 6E -0.43 -11.25 -4.61 *Note: Use roof angle 0 = 0 degrees for Longitudinal Direction. For Case A when GCpf is neg. in Zones ME: For Case B when GCpf is neg. in Zones 2/2E: Zones ME dist. 4-20.25 Ift. Zones ME dist. _ . 18.00 Ift. - Remainder of roof Zones ME extending to ridge line shall use roof Zones ME pressure coefficients. MWFRS Wind Load for,Load Case A, Torsional Case MWFRS Wind Load for Case B, Torsional Case Surface GCpf p = Net Pressure s Surface GCpf p = Net Pressure s w/ +GC i w/ -GCpi) w/ +GC i w/ -GCpi) Zone 1T --- 1.70 3.37 Zone 1T --- -2.91 -1.25 Zone 2T --- -1.29 0.37 Zone 2T --- -4.01 -2.35 Zone 3T --- -2.89 -1.23 Zone 3T --- -2.54 -0.88 Zone 4T --- -2.63 -0.97, Zone 4T--- -2.91 -1.25 Zone 5T --- --- --- Zone 5T --- t] 1.01 2.67 Zone 6T -=- --- --- Zone 6T -2.17 -0.51 Notes: 1. For Load Case A (Transverse), Load Case B (Longitudinal), and Torsional Cases: Zone 1 is windward wall for interior zone. Zone 1 E is windward wall for end zone. Zone 2 is windward roof for interior zone. Zone 2E is windward roof for end zone. Zone 3 is leeward roof for interior zone. Zone 3E is leeward roof for end zone. ' Zone 4 is leeward wall for interior zone. Zone 4E is leeward wall for end zone. Zones 5 and 6 are sidewalls. Zone 5E & 6E is sidewalls for end zone. Zone 1T is windward wall for torsional case Zone 2T is windward roof for torsional case. Zone 3T is leeward roof for torsional case Zone 4T is leeward wall for torsional case. Zones 5T and 6T are sidewalls for torsional case.* 2. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 3. Building must be designed for all wind directions using the 8 load cases shown below. The load cases are applied to each building corner in turn as the reference corner. 4. Wind loads for torsional cases are 25% of respective transverse or longitudinal zone load values. Torsional loading shall apply to all 8 basic load cases applied at each reference corner. Exception: One-story buildings with "h" <= 30', buildings <= 2 stories framed with light frame construction, and buildings <=2 stories designed with flexible diaphragms need not be designed for torsional load cases. 5. Per Code Section 28.4.4, the minimum wind load for MWFRS shall not be less than 16 psf. „�h j 1.. 'alp T. . � •' �. � • •� - ASCE 740 Wind Loads - Low Rise Walls and Roofs (Section 28) ; • ti Project: Jan Beaufait Res Date: 4/12/2016 y Comments: Units: Ibs & feet (UNO Wall Line ID 1 Roof Direction Longitude Trib Area pNet Desi n Press: s = Net Desi n Press. lbs to Ride ft^2 w/ +GC i w/ _GCi w/ +GC i w/ -GCpi) Zone 1 ' -4.98 - -11.62 Zone 2 -16.05 - -9.41 ' Zone 3 -10.15 =3.50 ,. Zone 4 -11.62 -4.98 - Zone 5 174 -4.06 10.70 706.12 .s 1861.60 . Zone 6 1.74 -8.67 ' -2.03. 1508.54 •353.06 �.- i w Zone 1E * lar -12.17 -5.53 Zone 2E -23.06 -16.42_ Zone 3E -13.10 =6.46 --12.17 Zone 4E -5.53 s a Zone 5E IL 7.93 14.57 Zone 6E ' 'A 1.25 4.61 ' Total (Ibs) ULT 2214.66 2214.66 Total (Ibs) WIS 1328.80 1328.807.. Wall Line ID 2 Roof it Direction Longitude Trib Area p= Net Desi Press. s = Net Design Press. lbs LO Ride(ft-2) w/ +GC i w/ -GC i w/ +GC i w/ -GCpi) Zone 1 -11.62 -4.98 [• • _ Zone 2 -16.05 -9.41 5 • Zone 3 -10.15 Zone 4 T' -11.62 .'.1i '-'4.98' Zone 5 4.06 10.70 ! C! Zone 6 -8.67 -2.03, Zone IE -12.17 , 5.53 . Zone 2E -23.06 16.42 r Zone 3E -13.10 -6.46 [ , Zone 4E ..-12.17 -5.53- 5.53 X7.93 Zone Zone 5E 43 , 14.57 341.07 626.62 Zone 6E '43 -11'.25 .-4:61 483.85 F 198.30 } Total (lbs) ULT 824.92 824.92 Total (lbs) WIS 494.95 494.95 • ti y 1 r r • �� . .. • �.- i w • * lar •• i- ,t`. IL it Pg. 8 6. ASCE 7-10 Wind Loads - Low Rise Walls and Roofs (Section 28) Project: Jan Beaufait Res �, Date: 4/12/2016 Comments: t Units: Ibs & feet (UNO Wall Line ID /A Roof Direction Trsverse Trib Area= Net Desi Press. s = Net Design Press. Ibs to Ride ft^2 w/ +GC i w/ -GCpi) w/ +GC i w/ -GCpi) Zone 1 6.82 13.46- 3.46-'Zone 'Zone2 -5.15, 1.49 �. Zone 3 =11.57 -4.93 ' f Zone 4 -10.53 -3.88 Zone 5 --- Zone 6 -- r ' Zone IE . 4 '. 10.10 16.75' ; 343.56 569.34 Zone 2E 7 u• . -6.83 ' 0.19 -326.84 9.08 Zone 3E, 55 `' �.,-14.11 e,' =7.47 ` .-347.08 183.74 Zone 4E :. 83 -6.55 r 1094.63 , 543.46 Zone 5E --- --- , . Zone 6E ---' Total (lbs) ULT 1458.42 1305.61 Total (lbs) W/S eV5.05 783.37- 83.37-Wall WallLine ID A Roof Direction Tr erse Trib Area p= Net Des!'f Press. s = Net Desi Press. Ibs to Ridge ' ft^2 w/ +GC i w/ -GCpi) w/ +GC i w/ -GCpi) Zone 1 6.82 13.46' .° r Zone 2 -5.15 1.49 �' s• ' +' Zone 3 1:11.57 -4.93 , Zone 4 -10.53' c -3.88 - ` Zone 5 --- - Zone 6 --- « Zone 1E 123' `: .10.10 16.75 1242.86 2059.67 Zone 2E =6.83 -0.19 Zone 3E - -14.11' -; " 7.47 " ' Zone 4E 123 -13.19` •'-6.55- 1622.17 805.36 Zone 5E - "; r Us(f1% Zone 6E j Total (lbs) ULT 2865.03 2865.03 • _ Total (lbs) W/S-7 9.02' 1719.02 Wall Line ID B Roof. Direction Transverse Trib Area p= Net Design Press. s = Net DesigE Press. Ibs to Ride !-(ft-2), w/ +GC i w/ -GCpi) w/ +GC i w/ -GCpi) Zone 1 154 .: ; ' 6.82 13.46 1050.20 2072.87 Zone 2 - 99 1-5.15 . " 1.49 '' -227.98 66.03 ' Zone 3 99 -11.57 -4.93512.21 218.20 Zone 4 154 -10.53 -3.88 1620.95 598.28 Zone 5 } - --- ' Zone 6 --- Zone l E 10.10 16.75. Zone 2E -6.83 - • •y, -0.19 Zone 3E . -14.1.1 - -7.47 „ - w Zone 4E !=13.19 -6.55 Zone 5E --- • '. Zone 6E Total (lbs) ULT 2955.38 2955.38 A " Total (lbs) W/S 1773.23 1773.23 • s -1 ASCE 7-10 Wind Loads - Low Rise Walls and Roofs (Section 28)' „ Project: . Jan Beaufait Res Date: ..i s't Comments: Units: Ibs &feet (UNO) ,1 C Roof k � . Transverse Trib Area p= Net Desig2 Press. s = Net Design Press. lbs to Ride (ft^2) •''tom. w/ -GC i _' . w/ -GCpi) Zone 1 6.82 13.46 .4 r Zone 2 -5.15 1.49 Zone 3 �K-11.57 -4.93 „ Zone -]0.53;, -3.88 Zone 5 --- Zone 61 --- Zone IE ,58:5 ^. 10.10 16.75 Pg. 9 ASCE 7-10 Wind Loads - Low Rise Walls and Roofs (Section 28)' „ Project: . Jan Beaufait Res Date: 4/12/2016 s't Comments: Units: Ibs &feet (UNO) Wall Line ID C Roof Direction Transverse Trib Area p= Net Desig2 Press. s = Net Design Press. lbs to Ride (ft^2) (w/ +GC i w/ -GC i w/ +GC i w/ -GCpi) Zone 1 6.82 13.46 Zone 2 -5.15 1.49 Zone 3 �K-11.57 -4.93 „ Zone -]0.53;, -3.88 Zone 5 --- Zone 61 --- Zone IE ,58:5 ^. 10.10 16.75 591.12 979.60 Zone 2E l 1.4:75 -6.83 • 0.19 350.52 9.73 Zone 3E 114.751, -14.11 - -7.47 ' -724.13 383.34 Zone 4E . 58.5 -13.19 -6.55 771.52 383.04 Zone SE --- ---- Zone 6E- _ Total (Ibs) ULT 1736.25 1755.71' ' Total (Ibs) W/S 1041.75 1053.43 Wall Line ID D Roof Direction Transverse Trib Area p= Net Desi Press. s = Net Design Press. lbs to Ride ft^2 w/ +GC i w/ -GC i w/ +GC i w/ -GCpi) Zone 1 6.82. 13.46 1 Zone 2 -5.15 1.49 Zone 3 -11'.57. -4.93. Zone 4 -10.53 -3.88 a _ Zone 5 Zone 6 -- ' --- W Zone 1 E 10.10 16.75 r Zone 2E 54 w;} -6.83 -0.19 -164.95 4:58 Zone 3E 54 '. -14.11 -� -7.47 340.77 180.40 't Zone 4E +; , -13.19 -6.55 Zone 5E --- --- - ` Zone 6E --- Total (Ibs) ULT 175.82 184.98 i " Total (Ibs) W/S 105.49 110.99 Pg. 9 Pg. 10 Shear Force Summary Project: Jan Beaufait Res Date: 4/12/2016 Comments: Units: kips & feet (UNO) Wall Line Seismic Shear Wind Shear Controls Roof Level r 1 2872 1329 Seismic 2 1296 495 Seismic . A 1243 875 Seismic B 1243 875 Seismic • a • r r. c Pg. 11 t 1 I 2012 NDS Bolt Yield Limit Analysis For Single Shear Wood -to -Concrete Connections Project: Jan Beaufait Res Date: 4/12/2016 Comments: Units: lbs & inches(UNO) Connection ID:T ical l/2" dia A.B. in 2x late Loadin s Dead = 0 lbs. Bolt Diameter = 0.500 inches Floor = 0 lbs. Fyb = 45 ksi (for A307 bolt) Snow = 0 lbs. is = 1.50 inches (sill member) Const. = 0 lbs. width, s = 3.50 inches (sill member) Seismic = 1,404 lbs. Os= 0 degrees Wind = 1,638 lbs. Es = 1,600 ksi (sill member) Eq and W load are in ULT Fes (parallel) = 5,600 psi (parallel) - Fes (perpendicular) = 3,158 psi (sill member) SGs = 0.50 DF -L Side Member Specific Gravity, EWP, DF -L, HF, SP or SPF Feso = 5,600 psi (sill member) Re = 1.0000 Rt = 2.0000 ICO = 1.0000 k 1 = 0.6794 k2 = 1.1087 U = 1.4054 CM= 1.00 Wet Service Factor C, = 1.00 Temperature Factor Cd= 1.00 Geometry Factor N.D.S. 11.3.1 Eq.'s Cs= 1.00 Group Action Factor Eq 11.3-1 Z = 2,100 Ib. Mode Im Rea = 0.25 Member Stiffness Ratio Eq 11.3-2 Z= 1,050 Ib. Mode IS m = 0.9073051 Eq 11.3-3 Z = 793 lb. Mode II ' u = 1.0047351 Eq 11.3-4 Z = 970 Ib. Mode III", I n= I number of fasteners in a row Eq 11.3-5 Z = 615 Ib. Mode III, s= 1 inches, Bolt Spacing (In a row) Eq 11.3-6 Z= 716 lb. Mode IV now = 1 total number of rows n,o,ai = I total number of fasteners Z' = Z(CD*CM*C,*Cs*CD) 2012 IBC & ASCE 7-10 Load Combinations: Design Loads Conn Capacity DL RLL FLL Snow Wind E lbs Cd T (Ibs) EQ 16-8 1 0 0.9 553 OK!!! EQ 16-9 1 1 0 1.25 769 OK!!! EQ 16-10 1 1 0 I 615 OK!!! EQ 16-10 1 1 0 1.25 769 OK!!! EQ 16-11 I 0.75 0.75 0 1.25 769 OK!!! EQ 16-11 1 0.75 0.75 0 1.15 707 OK!!! EQ 16-12 1 0.6 983 ' 1.6 984 OK!!! EQ 16-12 1 -0.6 -983 1.6 984 OK!!! EQ 16-12 1 0.7 982.745824 1.6 984 OK!!! EQ 16-12 1 , -0.7 -982.745824 1.6 984 OK!!! EQ 16-13 1 0.75 0.75 0.45 737.25 1.6 984 OK!!! EQ 16-13 1 0.75 0.75 -0.45 -737.25 1.6 984 OK!!! EQ 16-13 1 0.75 0.75 0.45 737.25 1.6 984 OK!!! EQ 16-13 1 0.75 0.75 -0.45 -737.25 1.6 984 SOK!!! EQ 16-14 1 f 0.75 0.75 0.525 737.059368 1.6 984 OK!!! EQ 16-14 1 0.75 0.75 0.525 737.059368 1.6 984 OK!!! EQ 16-15 0.6 0.6 983 1.6 984 'OK!!! EQ 16-15 0.6 -0.6 -983 1.6 984 OK!!! EQ 16-16 0.6 0.7 982.745824 1.6 984 t OK!!! EQ 16-16 1 0.6 -0.7 -982.745824 1.6 984 1 OK!!! t 1 I Pg. 12 2012 NDS Bolt Yield Limit Analysis For Single Shear Wood -to -Concrete Connections Project: .fan Beaufait Res Date: 4/12/2016 Comments: Units: lbs & inches(UNO Connection ID: Typical 1/2" dia A.B. in 3xlate Loadings Dead = 0 lbs. Bolt Diameter = 0.500 inches Floor = 0 lbs. Fyb = 45 ksi (for A307 bolt) Snow = 0 lbs. is = 3.00 inches (sill member) Const. = 0 lbs. width, s = 3.50 inches (sill member) Seismic = 1,635 lbs. Os= 0 degrees Wind = 1,908 lbs. Es = 1,600 ksi (sill member) Fes (parallel) = 5,600 psi (parallel) Fes (perpendicular) = 3,158 psi (sill member) SGs = 0.50 DF -L Side Member Specific Gravity, EWP, DF -L, HF, SP or SPF Fess = 5,600 psi (sill member) Re = 1.0000 Rt = 2.0000 Ke = 1.0000 k 1 = 0.6794 k2 = 1.0277 k3 = 1.1087 Cm= 1.00 Wet Service Factor C, = 1.00,Temperature Factor Cd= 1.00 Geometry Factor N.D.S. 11.3.1 Eq.'s Cs= 1.00 Group Action Factor Eq 11.3-1 Z= 4,200 Ib. Mode In, Rea = 0.25 Member Stiffness Ratio Eq 11.3-2 Z = 2,100 Ib. Mode IS in = 0.9335148 Eq 11.3-3 Z = 1,585 Ib. Mode I1 u = 1.0023675 Eq 11.3-4 Z = 1,798 Ib. Mode IIIM n= 1 number of fasteners in a row Eq 11.3-5 Z = 970 Ib. Mode IIIb S= I inches, Bolt Spacing (In a row) Eq 11.3-6 Z = 716 lb. Mode IV nrow = 1 total number of rows nlo,nl = 1 total number of fasteners Z'= Z(CD*CM*CI*Cs*CD) 2012 IBC & ASCE 7-10 Load Combinations: Design Loads Conn Capacity DL RLL FLL Snow Wind E lbs Cd T (Ibs) EQ 16-8 1 0 0.9 644 OK!!! EQ 16-9 1 1 0 1.25 895 OK!!! EQ 16-10 1 1 0 1 716 OK!!! EQ 16-10 1 1 0 1.25 895 OK!!! EQ 16-11 1 0.75 0.75 0 1.25 895 OK!!! EQ 16-11 1 0.75 0.75 0 1.15 823 OK!!! EQ 16-12 1 0.6 1145 1.6 1146 OK!!! EQ 16-12 1 -0.6 -1145 1.6 1146 OK!!! EQ 16-12 1 0.7 1144.643924 1.6 1146 OK!!! EQ 16-12 1 -0.7 -1144.64392 1.6 1146 OK!!! EQ 16-13 1 0.75 0.75 0.45 858.75 1.6 1146 OK!!! EQ 16-13 1 0.75 0.75 -0.45 -858.75 1.6 1146 OK!!! EQ 16-13 1 0.75 0.75 0.45 858.75 1.6 1146 OK!!! EQ 16-13 1 0.75 0.75 -0.45 -858.75 1.6 1146 OK!!! EQ 16-14 1 0.75 0.75 0.525 858.4829428 1.6 1146 OK!!! EQ 16-14 1 0.75 0.75 0.525 858.4829428 1.6 1146 OK!!! EQ 16-15 0.6 0.6 1145 1.6 1146 OK!!! EQ 16-15 0.6 -0.6 -1145 1.6 1146 OK!!! EQ 16-16 0.6 0.7 1144.643924 1.6 1146 OK!!! EQ 16-16 0.6 1 1 -0.7 -1144.64392 1.6 1146 OK!!! Pg. 13 Shear Wall Design CBC 2013 Project: Jan Beaufait Res Date: 4/12/2016 Comments: Units: lbs & inches (UNO) Panel Thickness 3/8 Spec Grav Of Framing 0.5 Panel Orientation Short Dimension Across Studs Spec Grav Of Plywood C -D, C -C, APA Rated Shear Ply Nail Type 8d Fnd Sill Plate Grade DF -L Anchor Bold Diam. 1/2 AB in 2X Sill 983 lbs/bolt (see design) Stud Spacing 16 inches o.c. AB in 3X Sill 1146 lbs/bolt (see design) Floor Split Anchorage Adjusted Nail Nail Length Diam Embed Cd CD NDSValue Value 10d 3 0.148 1.50 0.84 1.33 118 133 12d 3.25 0.148 1.75 0.99 1.33 118 155 16d 3.5 0.162 2.00 1.00 1.33 141 188 20d 4 0.192 2.50 1.00 1.33 170 226 30d 4.5 0.207 3.00 1.00 1.33 186 247 1/4" Screw 0.25 2.00 1.00 1.33 220 293 3/8" Screw 0.375 3.00 1.00 1.33 400 532 A35 695` A34 515 Shear Wall Design Edge Nail Alowable Loads Sole Plate Fastening Rim Joist Fastening AB Spacing (ft) Spacing (in) note Seismic Wind Fastener Spacing (in; Fastener Spacing (in) 2X Sill 3X Sill 6* 164 164 12d �, 11 A35 51 6.00 6.00 6 260 260 12d 7 A35 32 3.78 4.41 4* 350 350 12d 5 A35 24 2.81 3.27 4 1 380 532.5 12d 5 A35 22 1.29 3.02 3 1 490 685 12d 4 A35 17 1.00 2.34 2 1 640 895 16d 4 A35 13 NG 1.79 44 1 760 1065 16d 3 A35 11 NG 1.51 33 1 980 1370 16d 2 A35 9 NG 1.17 22 1 1280 1790 16d 2 A35 7 NG 0.90 1. Use 3X framing at adjacent panel edges and stagger nailing 0 Shear Transfer Design CBC 2013 Project: Comments: Jan Beaufait Res Date: Units: 4/12/2016 lbs & inches (UNO) Simpson A35 Simpson LPT4 Simpson H1 16d Sinkers 695 670 585 188.8 lbs lbs lbs lbs Seismic Overstrength Factor Clo = 2.5 Wall Line ID Seismic Wall Load (Id s) Wind Wall Load (kips) Line Length (ft) Diaphram Shear (plt) Connection Length (ft) Connection Spacing Force 16d Nails (plf) (in) Spacing Hl (ft) Spacing A35 (ft) Spacing LPT4 (ft) Controaling Load Case Roof Level 1 2.87 1.33 32.00 89.74 12.00 239.30 9.47 2.44 2.90 2.80 Seismic 2 1.30 0.49 32.00 40.49 12.00 107.98 20.98 5.42 6.44 6.21 Seismic A 1.24 0.88 16.00 77.70 28.00 44.40 51.03 13.18 15.65 15.09 Seismic B 1.24 0.88 16.00 77.70 28.00 44.40 51.03 13.18 15.65 15.09 Seismic Segmented Shear Wall Design ANSI/AMPA SDPWS-2008 Edition Project: Jan Beaufait Res Date: 4/12/2016 Comments: Units: His & ft (UNO) Wall Wall Wall Fnd Wall aspect Point Load Uplift from OTM Net Required Holdown Req'd Stem Line Load Wall Wall Height Length System A.B. Stress ratio Res extra end of wall above OTM Res Uplift Anchor 'or Width Wall Type (kips) Number Location (ft) (ft) T Location If) enal (It) (lbs) (k) (ki -ft) ft) (kips)* Bolt Strap (in) Wall Line ID: 1 HD Conn. Type (I=FND, 2=FTF): 1 Seismic I Ext 8 24.00 Stem Comer 120 1.0 65 23.0 26.3 -0.14 no uplift no hd rcq'd 6 6A 2.87 Wind I Ext 8 24.0 Stem Comer 55 65 10.6 30.6 -0.83 no uplilt no lid regi9 6 6- 1.33 Wall Line ID: 2 HD Conn. Type (I=FND, 2=FTF): ' I Seismic I Ext 8 12.00 Stem Comer 108 1.0 170 10.4 10.5 -0.01 no uplift no hd jvxld 6 6' 1.30 Wind 1 Ext 8 12.0 Stem Comer 41 4.0 4.8 -0.07 no uplift no hd req'd 6 6- 0.49 Wall Line ID: A HD Conn. Type (11 =FN D, 2=FTF): I Seismic I Ext 8 4.0 Stem Comer 311 1.0 9.9 0.5 2.37 SSTB 16 1IDU2 (DBL 2X) 6 4- 1.24 Wind I Ext 8 4.0 Stem Comer 219 7.0 0.5 1.62 SSTB 16 HDU2(DB1,2X) 6 6 0.88 Wall Line ID: B HD Conn. Type (I=FND, 2=FTF): 1 Seismic I Ext 9.5 4.00 Stein Comer 311 0.8 11.8 0.5 2.82 SSTH20 HD112(DBL 2X) 6 4 1.24 Wind I Ext 9.5 4.0 Stem Comer 219 8.3 0.6 1.92 SSTB 16 HDU2(DBL 2X) 6 6 0.88 )a , r ■ WoodWorks® SOFTIYANF fAA WOOD DEW.N I Loads: SEQUOIA E N G I N E 'E R I N .G �' .. Apr. Apr.12, 2016 11:15 Design Check Calculation Sheet WoodWorks Sizer 10.4 Load Type Distribution Pat- Location [ft] Magnitude Unit Snow 2990 2990 tern Start End Start End Loadl Dead Full Area Length 1.50 15.00(10.001) psf Load2 Roof live Full Area 0.08 = L/899 0.30 = L/240 20.00(10.001) psf Lo d3 Snow Full Area Shear .' LC i3 = D+S,.V = 3396, V design = 97.00(10.00') psf Self -weight Dead Full UDL 12.1 if is applied during analysis. Maximum Reactions (lbs) and Bearing Lengths (in) : T-2- 0. Unfactored: Analysis Value Design Value Dead 499 499 Snow 2990 2990 Roof Live Factored: 617 617 Total Bearing: 3489 3489 Length 1.50 1.50 Min re 'd 1.01 1.01 Window Header Timber -soft, D.Fir-L, No.2, 6x10 (5-1/2"x9-1/4") Supports: All - Lumber n -ply Column, D.Fir-L Stud Total length: 6'-2.0'; volume = 2.2 cu.R.; Beam and stringer; Lateral support: top= at supports, bottom= at supports; I Analysis vs. Allowable Stress and Deflection usinu NDS 2012, Criterion Analysis Value Design Value Unit Anal sis/Desi n Shear fv = 73 Fv' - 195 psi fv Fv' = 0.37 Bending(+) fb = 779 Fb' = 1006 psi fb/Fb' - 0.77 Live Defl'n 0.06 - <L/999 0.20 = L/360 in 0.30 Total Defl'n 0.08 = L/899 0.30 = L/240 in 0.27 Additional Data: FACTORS: F/E(psi)CD 'CM Ct CL CF Cfu Cr Cfrt Ci Cn LC@ Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 875 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 3 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear .' LC i3 = D+S,.V = 3396, V design = 2476 lbs Bending(+): LC $3 = D+S, M = 5094 lbs -ft Deflection: LC i3 = D+S (live) LC U3 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's arelisted in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 472e06 lb-in2 "Live"'deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection 2.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® .. SOFIWA4EFOR WOOD OCSIGN Loads: SEQU:01A „ E.N .G I N E E R i N G Beam2 CIVIL & ' crURAL Apr. 12, 2016 11:16 Design Check Calculation Sheet WoodWorks Sizer 10.4 Load Type Distribution Pat- Location (ft) Magnitude Unit 702 Snow tern Start End Start End Roof Live Factored: Loadl Da tl Fu Area No 15.00(10.00') pat Load2 Roof live Full Area No 20.00(10.001) psf Lo d3 Snow FullArea No 97.00(10.00') pat Self-wei ht Dead Full UDL No 6.0 if is applietl during analysis. Maximum Reactions (lbs) and Bearing Lengths (in) : 6'-lA" Unfacto red: Anal sis Value Deatl 248 702 Snow 1543 4365 Roof Live Factored: 318 900 Total Bearing: 1791 5067 Length 1.502,Og fb Min re 'd 0.82 2.09•• Maximum reaction on at least one support is from a different load combination than the critical one for bearing design, shown here, due to Kd factor. See Analysis results for reaction from critical load combination. . Porch Header Lumber -soft, D.Fir-L, No.2, 4x8 (3-1/2"x7-1/4") Supports: 1 - Lumber n -ply Column, D.Fir-L Stud; 2 - Timber -soft Beam, D.Fir-L No.2; Total length: 6'-1.1•; volume = 1.1 cu.R.; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress and Deflection aalnn NDS 2042: Criterion Anal sis Value Desi Value Unit Anal sis/Desi Shear fv - 121 Fv'n- 207 psi v Fv' - 0.58 Bending(+) fb - 496 Fb' - 1338 psi fb/Fb' 0.37 Bending(-) fb = 881 Fb' 1338 psi fb/Fb' - 0.66 Deflection: 0.13 - L/360 in 0.10 Interior Live 0.01 = <L/999 Total 0.02 - <L/999 0.20 - L/240 0.09 Cantil. Live 0.02 - <L/999 0.13 = L/180 in 0.14 Total 0.02 - L/963 0.20 - L/120 in 0.12 Additional Data: FACTORS: F/E(psi)CD CM CC CL CF Cfu Cr Cfr[ Ci Cn LC/ Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 900 1.15 1.00 1.00 0.994 1.300 1.00 1.00 1.00 1.00 - 3 Fb'- 900 1.15 1.00 1.00 0.994 1.300 1.00 1.00 1.00 1.00 - 3 Fc p' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E. 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC 13 - D+S, V + 2815, V design - 2046 lbs Bending(+): LC 43 - D+S, M - 1267 lbs ft Bending(-): LC 93 - Di S, M = 2252 lbs -ft Deflection: LC 13 - D+S (live) LC 13 - D+S (total) D -dead L=live S -snow W -wind I- impact Lc=roof live Lc -concentrated E=earthquake All IX a are listed to [he Analys i5 output Load combinations: ASCE 7-10 / IHC 2012 CALCULATIONS: Deflection: EI - 118e06 lb -int - "Live" deflection - Deflection from all non -dead loads (live, wind, snow_.) - Total Deflection - 2.00(Dead Load Deflection) + Live Load Deflection. Lateral stability (1): Lu - 4' Le - 7-5.75" RB - 7.29 Lateral stability (-): Lu - 4' Le - 7-5.75" RB - 7.29 Design Notes: 1. WoodWodcs analysis and design are In accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2r Please verity that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. i_ ;q • J WoodWorks® SOFIWARf FOR WOOD DrecN Loads: SEQUOIA. E: N .G I N E E R 1 N G Beam3 Apr. 12, 2016 11:20 CIVIL & STRUCTURAL Design Check Calculation Sheet Wood Works Sizer 10.4 Load Type Distribution Pat- Location (ft) Magnitude Unit 1065 Snow tern Start End Start End Roof Live Factored: Loadl Dead Full Area Total Bearing: 15.00(20.00') psf Loa d2 Roof live Full Area 5.50 20.00(20.00') Re Load3 Snow Full Area 0.32 L/240 97.00120.00') psf Set f-wei ht Dead Full UDE 8.6 plf magnrruce a not 1nc1UOe normal importance [actor trom Table 4.2.3.2, which is applied during analysis. Maximum Reactions (lbs) and Bearing Lengths (in) : 6'-11' W-'1. A' Unfacto red: Anal sis Value Desi n Value Dead 1065 1065 Snow 6709 6709 Roof Live Factored: 1383 1383 Total Bearing: 7774 7779 Length 5.50 5.50 Min re 'd 3.83 3.83 Door opening at existing wall Glularn-Unbal., West Species, 24F -V4 DF, 3-1/8"x12" 8 laminations, 3.1/8' maximum Width, Supports: All - Lumber n -ply Column, D.FIr.L No.1 Total length: 6-11.0"; volume= 1.8 tuft; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress and Deflection using Nos 2012: Criterion Anal sis Value Desi n Value Unit Anal sis/Desi n Shear fv 180 psi f,7h " 0. 9 Bending l+) Eb ' 1796 Fb' - 2631 psi fb/Fb• - 0.68 Live Defl'n 0.09 L/882 0.21 L/360 in 0.41 Total De E1'n 0.11 t/669 0.32 L/240 0.36 Additional Data: FACTORS: F/E(psi)CD CN Ct CL CV Cfu Cr Cfrt Notes Cn+Cvr LC1 Fv' 265 1.15 1.00 1 .0 0 - - - - 1.00 1.00 1.00 3 Fb•+ 2400 1.15 1.00 1.00 0.953 1.000 1.00 1.00 1.00 1.00 - 3 F- P' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 3 Eminy' 0.85 million 1.00 1.00 - - - - 1.00 - - 3 CRITICAL LOAD COMBINATIONS: Shear LC 13 D -S, V - 7105, V design 4497 lbs Bending(+): LC 13 D+S, M 11223 lbs -ft De Elec tion: LC 13 D+S (live) LC 13 - D+S (total) D"dead L"live S -snow W"wind I"impact Lr"roof live Lc -concentrated E -earthquake All LC's ace listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI - 810e06 lb -int "Live" deflection - Deflection from all non -dead loads (live, wind, snow-.) Total Deflection - 2.00(Dead Load Deflection) + Live Load Deflection. Lateral st'bill ty (+): Lu - 6'-3.81" Le - 13'-0.19" RB - 13.85 Design Notes: 1. WoodWorks analysis and design are In accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verity that the default deflection limits am appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2010 and manufactured In accordance with ANSI Al 9D.1-2007 4. GLULAM: bxd = actual breadth x actual depth. 5Glulam Beams shall be laterally supported according to the previsions of NDS Clause 3.3.3. i GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). WOOdWorks .5 E Q U O 1 A, .SoFnv"Fr MooDEULN E N G I N E E R I N. G ' I Beam4 -CIVIL & STRUCTURALApr. 12, 2016 11:21 Design Check Calculation Sheet Woodworks Sizer 10.4 Loads Load Type Distribution Pat- Location [ft] Magnitude Unit 220 229 Total Bearing: tern Start End Start End 1.50 Loadl Dead Full Area 0.50- 50" 966 15.00(16.0") psf Load2 Live Full Area Live Defl'n 0.15 = 40.00(16.0") psf Self-wei ht Dead Full UDL 0.56 Total Defl'n 2.0 Lf Maximum Reactions (lbs) and Bearing Lengths (in) : 8'.5- 5. Unfactored: M Anal sis Value Dead 90 94 Live Factored: 220 229 Total Bearing: 310 323 Length 1.50 3.50 Min re 'd 0.50* 0.50- 50" ,"nun, uem dnyicnym setting used: /2 for end supports _ Floor Joists Lumber -soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-112") Supports: 1 - Hanger; 2 - Timber -soft Beam, D.Fir-L No.2; Floor joist spaced at 16.0° dc; Total length: 6'-5.0-; volume = 0.5 cu.ft.; Lateral support: top= full, bottom= at supports; Repetitive factor. applied where permitted (refer to online help); Analysis vs. Allowable Stress and Deflection using NDS 2012: Criterion Anal sis Value Design Value Unit Anal sDesi n Shear fv - 48 Fv' = 180 psi fvI Fv' = 0.27 Bending(+) fb = 966 Fb' = 1345 psi fb/Fb' = 0.72 Live Defl'n 0.15 = L/639 0.27 = L/360 in 0.56 Total Defl'n 0.28 - L/350 0.40 = L/240 in 0.68 Additional Data: FACTORS: F/Elpsi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - . 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear: LC #2 = D+L, V = 303, V design 267 lbs Bending(+): LC #2 = D+L, M = 609 lbs -ft Deflection: LC #2 = D+L (live) LC #2 - D+L (total) , D=dead L=live S=snow W=wind I=impact Lr -roof live Lc -concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 ' CALCULATIONS: Deflection: EI = 33.3e06 lb -int "Live" deflection - Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 2.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verity that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. WoodWorks ' snvrw*asrrw worm ocw.x ILoads • r �r"CIVIL & STRUCTURAL r Design Check Calculation Sheet WoodWorks Sizer 10.4 Load Type Distribution Pat- Location [ft] Magnitude Unit 284 750 tern Start End Start End 811 Loadl Dead Full Area No Total Bearing: 15.0018.00') psf Load2 Live Full Area Yes 1.50 40.0018.00') psf Self-wei ht Dead Full UDL No 1.00** 6.0 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 16'-7" E 1 Unfactored: Analysis Value Design Value Dead 284 750 750 304 Live Factored: 811 2075 2076 864 Total Bearing: 1095 2825 2825 1168 Length 1.50 1.00 1-003.50 Bending(-) Min re 'd 0.50 1.00** 1.00** 0.53 ","mnum uwaa ,U rengui gu-i- uy uro reyuueu wmur or me suppomng memoer. Floor Girder Lumber -soft, D.Fir-L, No.2, 4x8 (3-1/2"x7-1/4") + Supports: All - Timber -soft Column, D.Fir-L No.2 Total length: 16'-7.0"; volume = 2.9 cu.ft.; Lateral support: top= at supports, bottom= at supports; Criterion Analysis Value Design Value Unit Anal sis/Desi n Shear fv = 70 Fv' = 180 psi fv Fv' = 0.39 Bending(+) fb 483 Fb' = 1162 psi fb/Fb' = 0.42 Bending(-) fb .571 Fb' - 1162 psi .fb/Fb' = 0.49 Live Defl'n 0.03 = cL/999 0.18 = L/360 in 0.15 Total Defl'n 0.04 CL/999 0.27 = L/240 in 0.15 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCI Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 5 Fb'+ 900 1.00 1.00 1.00 0.993 1.300 1.00 1.00 1.00 1.00 - 7 Fb'- 900 1.00 1.00 1.00 0.993 1.300 1.00 1.00 1.00, 1.00 - 5-- Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1,.6 million 1.00 1.00 - - - - 1.00 1.00 - 7 _ Emin' 0.58 million 1.00 1.00 -- - - 1.00 1.00 - 7 CRITICAL LOAD COMBINATIONS: Shear : LC #5 = D+L (pattern: LL_), V = 1474, V design = 1187 lbs Bend ingl+):LC H7 - D+L (pattern: L L), M = 1234 lbs -ft Bending(-): LC N5 - D+L (pattern: LL_), M = 1459 lbs -ft Deflection: LC ill = (live) LC U7 (total) D=dead L=live S=snow W=wind I -impact Lr=roof live Lc=concentrated E=earthquake. , All Lt'sare listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 178e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 2.00(Dead Load Deflection) + Live Load Deflection. Lateral stability (+): Lu - 5-4.75" Le = 101-7.31" RB - 8.68 Lateral stability (-): Lu = 5-4.75" Le = 10-7.31" RB = 8.68 Design Notes: 1. Wood Works analysis and design are in accordance Wth the [CC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that norma[ grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. I Pg. 21 Timber Column Design Per NDS 2013 Chapter 3.6 & 3.7 Project: Jan Beaufait.Res Date: 4/12/2016 Comments: Units: kis & feet (UNO) 6x Members DF -L Fc E d KCE c 6x 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 _ 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 6.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 4x Members DF -L Fe E d KCE c 1350 .1600000 3.5 0.3 '0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fe' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.75 1016 12444 19554 26665 33776 40886 6 0.63 848 10387 16322 22257 28193 34128 7 0.51 689 8445 13271 18097 22923 27749 8 0.41 559 6848 10761 14674 18587 22500 9 0.34 457 5602 8802 12003 15204 18405 10 0.28 379 4640 7292 9943 12595 15246 11 0.24 318 3894 6119 8344 10570 12795 12 0.20 270 3308 5199 7089 8979 10870 13 0.17 232 2842 4466 6090 7714 9338 14 0.15 201 2466 3875 5284 6693 8102 15 0.13 176 2158 3392 4625 5858 7092 Multi 2x Members DF -L Fc E d KcE c 1350 1600000 3 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) (2) 2x4 (3) 2x4 (2) 2x6 (3) 2x6 (4) 2x6 5 0.65 876 10732 13798 14455 21683 28911 6 0.51 689 8445 10858 11376 17063 22751 7 0.40 540 6617 8508 8913 13369 17826 8 0.32 429 5253 6754 7076 10613 14151 9 0.26 346 4244 5457 5716 8575 11433 10 0.21 285 3488 4485 4699 7048 9398 11 0.18 238 2913 3745 3923 5885 7846 12 0.15 201 2466 3170 3321 4982 6642 13 0.13 172 2113 2716 2846 4268 5691 14 0.11 149 1829 2352 2464 3696 4928 IS 0.10 131 1599 2056 2154 3231 4308 I(Note: all loads are inkips) Pg. 22 Foundation Deisgn CBC 2010 Project: Jan Beau fait Res Date: 4/12/2016 Comments: Units: kips & feet (UNO) Soil Bearing: 1500 psf Concrete Strength: 2500 psi Temp and Shrickage Ratio 0.0018 Concrete stem wall (Non -retaining): (fc' = 2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (alfl Reinforcing 12 12 1500 (2) #4 cont. 15 12. 1875 (2) #4 cont. 18 12 2250 (3) #4 cont. 24 12 3000 (3) #4 cont: 30 12 3750 (4) #4 cont. Spread Footings:(fe'=2500 psi) Reinforcing Reinf. Reg' d Cap. Connector Label Size Thickness Bar Size Ea Way Kips Simpson F1 1'-0" Sq. 12 4 2 1.5 PB 171.5 1'-6" Sq. 12 4 2 3.375 PB F2 2'-0" Sq. 12 4 3 6 PB F2.5 2'-6" Sq. 12 4 4 9.375 PB F3 T-0" Sq. 12 4 4 13.5 CB F3.5 T-6" Sq. 12 4 5 18.375 CB F4 4'-0" Sq. 12 4 6 24 CB F4.5 4'-6" Sq. 12 4 6 30.375 CB F5 5'-0" Sq. 18 4 10 37.5 CB " F5.5 5'-6" Sq. 18 4 11 45.375 CB F6 6'-0" Sq. 18 4 12 54 CB F6.5 6'-6" Sq. 18 4 13 63.375 CB BUILDING ENERGY ANALYSIS REPORT BUTTE COUM Y ' JUL 012016 PROJECT: DEVELOPMENT Jurgenson Addition SERVICES 16074 Coutelenc Rd Magalia , CA Project Designer: Rancho Engineering 5550 Skyway Ste. C Paradise, CA Report Prepared by: Rancho Engineering Job Number: 16-069 PERMIT# 1✓� C/�( Date: BUTTE COUNTY DEVELOPMENT SERVICES CODE COMA FOR 6/15/2016 _ DATE The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC —www.energysoft.com. EnergyPro 6.7 by EnergySoft User Number: 7782 ID: 16-069 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Daterrime: 16:09, Wed, Jun 15; 2016 Calculation Description: Title 24 Analysis Input File Name: Building2.xml - CF1 R -PRF -01 Page 1 of 7 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name Residential Building UJI 04 05 02 Calculation Description Title 24 Analysis 08 ' 03 Project Location 16074 Coutelenc Rd Compliance Margin Percent Improvement 04 City Magalia 05 Standards Version Compliance 2015 06 Zip Code 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ16 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 180 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 1394 15 Number of Zones 2 16 Slab Area (ft2) 0 17 Number of Stories 1 18 Addition Cond. Floor Area 512 19 Natural Gas Available No 20 Addition Slab Area (ft2) 0 21 Glazing Percentage (%) 11.7% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building DOES NOT require HERS Verification 03 This building incorporates one or more Special Features shown below Z Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-06-15 16:10:20 ENERGY USE SUMMARY UJI 04 05 06 07 08 �a Energy Use (kTDV/f2- r) Standard Design Proposed Design Compliance Margin Percent Improvement F'S� Space Heating 135.66 125.85 9.81 7.2% Space Cooling 16.90 16.18 0.72 4.3% y IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 58.39 58.39 0.00 0.0% Photovoltaic Offset ---- 0.00 0.00 -- Compliance Energy Total 210.95 200.42 10.53 5.0% Z Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-06-15 16:10:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Datelrime: 16:09, Wed, Jun 15, 2016 Input File Name: Building2.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins HERS FEATURE SUMMARY CF1 R -PRF -01 Page 2 of 7 The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • — None — Cooling System Verifications: • — None — HVAC Distribution System Verifications: • — None — Domestic Hot Water System Verifications: • — None — ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Ener Use Ener gy gypes�gn R'atmg Margin Percent Improvement Total Energy (kTDV/f2-yr)* 276.40 265 87 10.53 3.8% includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 C Froject 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 -g, ttesivential Building 1394 1 2 2 0 1 v � --- I (ZONE 1'NFORMATION �w x. I� 01 02 03 04 05 06 07 Zone Floor Area Avg. Ceiling Zone Name Zone Type HVAC System Name (tt) Height Water Heating System 1 Water Heating System 2 aaf r.; —Existing Conditioned HVAC Systeml 882 8 DHW Sys 1 "Addition Conditioned HVAC Systeml 512 8 DHW Sys 1 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-06-15 16:10:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Daterrime: 16:09, Wed, Jun 15, 2016 Calculation Description: Title 24 Analysis Input File Name: Building2.xml CF1 R -PRF -01" Page 3 of 7 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Status Verified Existing Condition Front Wall Existing R-13 Wall 180 Front 196 16 90 Existing No Left Wall Existing R-13 Wall 270 Left 288 70 90 j Existing No Rear Wall Existing R-13 Wall 0 Baric 196 9 90 Existing No Roof 2 Existing R-30 Roof Attic Factor Status 882 Roof Addition Existing No Raised Floor Existing R-19 Floor Crawlspace 0.17 9.46 882 0.85 0.1 Existing No Front Wall 2 Addition R-19 Wall 180 Front 196 36 90 New N/A Rear Wall 2 Addition R-19 Wall 0 Back 196 24 90 New N/A Right Wall Addition R-19 Wall 90 Right 288 48 90 New N/A Raised Floor 2 Addition R-19 Floor Crawlspace 512 New N/A OPAQUE SURFACES – Cathedral Ceilings 01 02 03 04 05 06 06 07 08 09 10 11 12 13 Radiant Statu Verified Existing ® —iName Construction Type Roof Roof Reflectance Framin Barrier Verified s Condition —sti r Ac Existing Orientatio Area Skylight Roof Rise Roof Roof Reflectan Roof g Existing Name Zone Type n (W) Area (ft2) (x in 12) Pitch Tilt(deg) ce Emittance Factor Status Condifion Roof Addition R-30 Roof Back 512 0 2 0.17 9.46 0.1 0.85 0.1 New N/A Cathedral ATTIC 00 01 02 03 04 05 06 07 08 09 10 Radiant Statu Verified Existing ® —iName Construction Type Roof Rise Roof Reflectance Roof Emittance Barrier Cool Roof s Condition —sti r Ac Existing Attic RoofExisting Ventilated 4 0.1 0.85 No No Exixi No ® C)o e q rn Cn z 0 Z Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-06-15 16:10:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 16:09, Wed, Jun 15, 2016 Calculation Description: Title 24 Analysis Input File Name: Building2.xml CF1 R -PRF -61 Page 4 of 7 WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplie r Area (ft2) U -factor SHGC Exterior Shading Status Verified Existing Condition Window Front Wall (Front -180) 4.0 4.0 1 116 0.55 0.67 Insect Screen (default) GExistin' No Window 2 Left Wall (Left -270) 8.0 4.0 1 L32_0 �> 0.55 0.67 Insect Screen (default) / Existing No Window 3 Left Wall (Left -270) 6.0 3.0 1 /18.0 j 0.55 0.67 Insect Screen (default) Existing No Window 4 Rear Wall (Back -0) 3.0 3.0 11 9.0� 0.55 0.67 Insect Screen (default) ? Existing No Window 5 Front Wall 2 (Front -180) 4.0 4.0 1 16.0--, 0.32 0.27 Insect Screen (default) I New; N/A Window 6 Rear Wall 2 (Back -0) 6.0 4.0 1 '�24.0f 0.32 0.27 Insect Screen (default) fNew N/A Window 7 Right Wall (Right -90) 6.0 4.0 1 124.0 0.32 0.27 Insect Screen (default) j Newt N/A Window 8 Right Wall (Right -90) 6.0 4.0 1 L24.0 0.32 0.27 Insect Screen (default) 11\1ew) N/A DOORS 01 02 03 04 05 06 Name Side of Building Area (ft) U -factor Status Verified Existing Condition Door Left Wall 20.0 0.50 Existing No Door 2 Front Wall 2 20.0 0.50 New No OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 W Overhang Left Fin Right Fin qu F Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Distl- Bot Up Depth Top Up Dist R Bot Up ®Window 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 2 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 3 2 0.1 2 2 0 0 0 0 0 0 0 0 0 (-:Window 4 2 0.1 2 2 0 0 0 0 0 0 0 0 0 tO � indow 5 2 0.1 2 2 0 0 0 0 0 0 0 0 0 r�1 :.:,Window 6 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 7 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 8 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-06-15 16:10:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Datefrime: 16:09, Wed, Jun 15, 2016 Input File Name: Building2.xml CF1 R -PRF -61 Page 5 of 7 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 ®� ® -77 Name System Type Distribution Type Total Cavity Winter Design Solar Fraction N Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Annual Existing No • Cavity/Frame: no insul. /2x4 Top Chid 2x4 Top Chord of Roof Truss @ 24 • Roof Deck.- Wood Siding/sheathing/decking Attic RoofExisting Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) • Floor Surface: Carpeted Floors Over • Floor Dec. Wood Siding/sheathing/decking R-19 Floor Crawlspace Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R 19 0.049 • Cavity/Frame: R -19/2x6 • Inside Finish: Gypsum Board • Cavity/Frame: R -13/2x4 • Exterior Finish: Wood R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.095 Siding/sheathing/decking • Inside Finish: Gypsum Board Ceilings (below • Cavity/Frame: R-9.1 /2x4 R-30 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 30 0.032 • Over Floor Joists: R-20.9 insul. • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 • Exterior Finish: Wood R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.069 Siding/sheathing/decking • Inside Finish: Gypsum Board • Cavity/Frame: R -30/2x12 • Roof Deck. Wood Siding/sheathing/decking R-30 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C. R 30 0.036 • Roofing: Light Roof (Asphalt Shingle) WATERLHEATING SYSTEMS C 0:01 02 03 04 05 06 07 08 ®� ® -77 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction N Status Verified Existing Condition CAW Sys 1 DHW Standard DHW Heater 1 1 Annual Existing No r -e 5AXfR IEATERS z01 02 03 04 05 06 07 08 .�Tank `N me Heater Element Type Tank Type Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) KbHW Heater 1 Propane Small Storage 50 0.525 EF 28000-Btu/hr 0 0 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-06-15 16:10:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTime: 16:09, Wed, Jun 15, 2016 Calculation Description: Title 24 Analysis Input File Name: Building2.xml CF1 R -PRF -01 Page 6 of 7 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a n/a n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Zonally Controlled Multi -speed Compressor Heating System Cooling System NoCooling - No cooling equipment N/A N/A No No N/A Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition HVAC Systeml Other Heating and Heating NO Cooling No none HVAC Fan 1394 Existing No Cooling System Component 1 Component 1 1 HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 Wall Fu rnaceG ravity - Ductless gravity flowed wall furnace 65 AFUE HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 W rnName System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification `CoolLng Component 1 NoCooling - No cooling equipment N/A N/A No No N/A �W IAQ Cn�oorlAir Quality) FANS 01 02 03 04 05 00 Name IAQ CFM IAO Fan Type IAQ Recovery Effectiveness(%) HERS Verification 1® -5; CSFam IAQVentRpt 0 Default 0 Not Required z Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-06-15 16:10:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Datelrime: 16:09, Wed, Jun 15, 2016 Calculation Description: Title 24 Analysis Input File Name: Building2.xmlLU r CF1 R -PRF -01 Page 7 of 7 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Docugriate: thor lure: Company: na Rancho Engineering 6/15/2016 Address: CEAMERS Certification Identification (If applicable): City/State2ip: Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: - 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. - The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsib D igner ign 01 Jarrod Holliday - Company: D gned: Rancho Engineering LL Address: License: �, 5550 Skyway Ste. C L 6'o 3 City�%State2ip: Phone: Paradise , CA Registration.Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-06-15 16:10:20 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Jurgenson Addition Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 6/15/2016 Project Address 16074 Coutelenc Rd Magalia California Energy Climate Zone CA Climate Zone 16 Total Cond. Floor Area 1,394 Addition 512 # of Units 1 INSULATION Construction Type Cavity Area ft Special Features Status Floor Wood Framed w/Crawl Space R 19 882 Existing Wall Wood Framed R 13 1,097 Existing Door Opaque Door - no insulation 20 Existing Roof Wood Framed Attic R 30 882 Existing Floor Wood Framed w/Crawl Space R 19 512 New Wall Wood Framed R 19 572 New Door Opaque Door - no insulation 20 New Roof Wood Framed Rafter R 30 512 New FENESTRATION I Total Area: 163 Glazing Percentage: 11.7%1New/Altered Average U -Factor: 0.32 Orientation Area(ft) U -Fac SHGC Overhang Sidefins Exterior Shades Status Front (S) 16.0 0.550 0.67 2.0 none Bug Screen Existing Left (tM 50.0 0.550 0.67 2.0 none Bug Screen Existing Rear (N) 9.0 0.550 0.67 2.0 none Bug Screen Existing Front (S) 16.0 0.320 0.27 2.0 none Bug Screen New Rear (N) 24.0 0.320 0.27 2.0 none Bug Screen New Right (E) 48.0 0.320 0.27 2.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Gravity Wall Furnace 65% AFUE No Cooling 13.0 SEER Setback Existing HVAC DISTRIBUTION Location Heating Cooling Duct Duct Location R -Value Status HVAC System Ductless /No Fan Ductless n/a n/a Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status ,� �-�? i3u I Ur1 r RUILDI SI r EnergyPro 6.7 by Ene Soft User Number. 7782 Run Code: 2016-06-15T16:10:49� 0: 1 -069 y Pa e 9 of 13 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the rmmnlinnre nnnrnnrh used F.rrentinns mnv nnnly Review the resneetive code section for more information. Building Envelope Measures: §I 10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain §I 10.6(a)5: Coefficient SHGC and infiltration that meets the requirements of § 10-11l(a). §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §I 10.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1R. §110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. § 150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior §150.0(g)l: walls, vented attics and unvented attics with air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II §150.0(g)2: vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of §150.0(8)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8 § I50.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or a combustion -air control device. §150.0(e)IC: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §I 10.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Bt6/hr are exempt), and pool ands a heaters. § 150.0(h)l: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in § 150.0(h)2. §150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. §I50.0(i): Heating systems are equipped with thermostats that meet the setback requirements of §I 10.2(c). §150.00)IA: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.00)1B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet o hot and cgldater pipes,from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping assoc�Uwit)�-domes�tiAbo�water'recirculation system §150.00)2A: regardless of the pipe diameter, piping from the heating source to storage i r betw e�1tanksT , "'ti b�'i e� below grade, and all hot water pipes from the heating source to kitchen fixtures must be ins ul dlaUrai%g Mhe" requirements of TABLE 120.3- A. A rnn N Ir §150.00)2B: All domestic hot water pipes that are buried below grade must be installed i ter proof a' w . n -cru habletasing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary §I50.00)2C: Pipe for cooling system lines shall be insulated as specified in §I50.0Q)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. § 150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For §150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the § 150.0(n)1: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. §150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of §I 10.3(c)5. §150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0; §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than %< inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints §150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. §150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §I50.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §I50.0(m)13: space conditioning system must also demonstrate airflow_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy <_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, §150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of>_ 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of <_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § 150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §150.0(o)lA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testi in acIr ance with � Reference Residential Appendix RA3. R1 ITT _ G _ O Pool and Spa Heating Systems and Equipment Measures: ai m niNG NVISUT Any pool or spa heating system shall be certified to have: a thermal efficiency }'at-compli s li ca ciency §110.4(a): oth) Regulations; an on-off switch mounted outside of the heater that allows shutting o,he t r wt n thermostat �estance settin ; a ermanent weathe roof late or card with o eratin instructions; and Shallot �se heating. 2013 Low -Rise Residential Mandatory Measures Summary Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction § 110.4(b)1: and return lines, or built-up connections for future solar heating. §I 10.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro - rammed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE §I50.0(k)IA: 150.0-A or TABLE 150.0-B, as applicable. When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply §150.0(k)1B: with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §150.0(k)1C: §I30.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. § 150.0(k)1 D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §150.0(k)IE: 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)]F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § I50.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if: it functions as a dimmer § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (FMCS) may be used to comply with vacancy sensor requirements of § I50.0(k) if: it §150.0(k)2H: functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of § 130.5• and all other requirements in § 150.0(k)2. §150.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in $150.0(k)2. §150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. § I50.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. § ] 50.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing §150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §I50.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements- � � N�.g., W'u ii i. Controlled by a manual ON and OFF switch that does not override to ON the m tio�actio�s o terns or ui below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that�3disa�le $=t emo�otion LLseryis'od, or�coiitrblled by a and automatically motion sensor having a temporary override switch which temporarily bypasseshPmo$in�sah�mgrfisnction reactivates the motion sensor within 6 hours; and iii. Controlled b one of the followin methods: APPROVED 2013 Low -Rise Residential Mandatory Measures Summary BUTTE COUNT' BUILDING DIVISION APPROVED a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with §I50.0(k)9A; or ii. Shall comply with the applicable requirements in § 110.9, ¢130.0, § 130.2, $130.4, §140.7 and § 141.0. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D §150.0(k)9C: shall comply with the applicable requirements in § 110.9, 130.0, § 130.2, 130.4 140.7 and § 141.0. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply § 150.0(k)9D: with the applicable requirements in 110.9, 130.0, § 130.2, § 130.4 § 140.7 and § 141.0. Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined §150.0(k)10: according to §130.0(c). Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for §I50.0(k)11: nonresidential garages in § 110.9 § 130.0 § 130.1 130.4 140.6 and 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k) 12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: §150.0(k)12B: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §110.10(a)l: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of §110.10 b through §110.10(e). § 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for §1 10.10(b)l: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice §I 10.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant. § 110.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a § 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric'. BUTTE COUNT' BUILDING DIVISION APPROVED