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HomeMy WebLinkAboutB16-1803 000-000-000 (2)Job number >> 15-015 DATE 9/10/15 Structural Calculations for Koch Addition 8470 Sullivan way Durham Ca. BurrE coumy SEP 2 3 2016 DEVELOPMENT SERVICES �03 PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY Af?C HA 18693 REq&L CA Gary Hawkins Architect 3045 Ceres Ave. Ste 135 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax �1E CoP�I CALCDATA 11/13/97 Rev 9-20-99 Calculation data ------------------------------------------------------------------------ Description >> Jurisdiction Butte County Code referenced 2013 CRC 2013 CBC Wind loading Basic wind speed 110 MPH Exposure. B - Seismic loading Site Class D Site Design Catagory D Gravity loading Roof live load _ 16 PSF Floor live load n/a PSF Balcony live load: n/a PSF Soil data Allowable bearing; 1500 PSF LOAD -S 3:23 PM REV 8-13-92 LOAD SUMMARY MODULE 5/26/16 ------------------------------------------------------------------------ DESCRIPTION >> ----------_-------------------------------------------------------------- ASSEMBLY >roof SLOPE > 3.50IN 12 > 16.26 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 15/32" PLYWOOD 1.50 1.50 39 2 X 6 - 29" . 1.10 1.10 29 2" DECKING 9.30 9.30 60 INSULATION R38 2.20 2.20 69 MISC. 2.00 2.00 52 9 x 12 - 98' 3.00 3.00 ------------------------------------------------------------------------ DL 17.10 USE: 18.00 PSF + LL 20.00 PSF TL 38.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO; DESCRIPTION UNIT WT. PITCH?' ADJ. WT. 93 Hardie Siding 3.00 3.00 21 . 3/8" PLYWOOD 1.10 1.10 38 2 X 6 - 16' 1.70 1.70 58 INSULATION R19 1.10 1.10 69 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 DL. 11.90 USE: 12.00 PSF LL PSF TL 12.00 PSF 4 12 3-0235 - 50 SHEETS - 5 SQUARES l COMET 3-0236 - 100 SHEETS - 5 SQUARES r f 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER eel r J y- -iProject: ' Location: RFT2 Roof Rafter [2013 California Building Code(2012 NDS)] 1.5 INx5.5INx12.OFT(10+2)@24 O.C. #2 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 18.3% Controlling Factor: Deflection DEFLECTIONS Center a= Live Load 0.29 IN U426 0.03 IN 2U1446 Dead Load 0.11 in 0.00 in Total Load 0.40 IN U309 0.00 IN 2L/Infinity Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 RAFTER REACTIONS Upper Live Load @ A LOADS 100 plf REACTIONS 200 Ib Upper Dead Load @ A 40 plf 80 Ib Upper Total Load @ A 140 plf 280 Ib Lower Live Load @ B 144 plf 288 Ib Lower Dead Load @ B 60 plf 120 Ib Lower Total Load @ B 204 plf 408 Ib RAFTER SUPPORT DATA A � Bearing Length 0.30 in 0.44 in Span Length 10 ft 2 ft Rafter Pitch 3.5 :12 Roof sheathing applied to top of joists -top of rafters fully braced. Roof Duration Factor 1.15 Peak Notch Depth 0.00 Base Notch Depth 0.00 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch (North) Bending Stress: Shear Stress Modulus of Elasticity: Comp. -L to Grain: Base Fb = Values 850 psi Adjusted Fb' = 1461 psi Cd=1.15 CF= 1.30 Cr -1.15 psf Fv = 180 psi Fv' = 207 psi Cd=1.15 Interior Span: E = 1600 ksi E'= 1600 ksi Fc -1= 625 psi Fc - -L= 625 psi Controlling Moment: 692 ft -lb 4.896 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: ' -283 Ib 9.6 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: S0" Provided Section Modulus: 5.68 in3 7.56 in3 Area (Shear): 2.05 in2 8.25 in2 Moment of Inertia (deflection): 17.58 in4 20.8 in4 Moment: 692 ft -Ib 921 ft -Ib Shear: -283 Ib . 1139 Ib , ,a Page ��:.,. Gary Hawkins d, 47, ;; Gary Hawkins Architect 3045 Ceres Ave, Suite 135 of Chico, CA 95973 StruCalc Version 9.0.2.5 9/21/2016 7:05:07 AM Uniform Roof Loading Roof Live Load: LL = 20 psf Roof Dead Load: DL= 8 psf Slope Adjusted Spans And Loads Interior Span: L-adj = 10.42 ft Eave Span: L-Eave-adj = 2.08 ft Rafter Live Load: wL-adj = 37 plf Eave Live Load: wL-Eave-adj = 37 plf Rafter Dead Load: wD-adj = 15 plf Rafter Total Load: wT-adj = 52 plf Eave Total Load: wT-Eave-adj = 52 plf 3-0235 — 50 SHEETS — 5 SQUARES \ COMET 3-0236 — 100 SHEETS — 5 SQUARES a J 3-0237 — 200 SHEETS — 5 SQUARES 3-0137 — 200 SHEETS — FILLER D Project: Location: RFB1 150.86 in3 Roof Beam Area (Shear): [2013 California Building Code(2012 NDS)] 74.25 int 5.5 IN x 13.5 IN x 20.0 FT 907.22 in4 #1 - Douglas -Fir -Larch (North) - Dry Use Moment: Section Adequate By: 10.7% 22329 ft -Ib Controlling Factor: Moment -4033 lb DEFLECTIONS Center Live Load 0.40 IN U602 ft Dead Load 0.41 in WT = Total Load 0.80 IN U298 plf Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 LL= 20 REACTIONS 9 Roof Dead Load: Live Load 2000 Ib 2000 Ib 18 Dead Load 2033 lb 2033 Ib Tributary Width: Total Load 4033 Ib 4033 Ib 5 Bearing Length 1.17 in 1.17 in Wall Load:. WALL = 0 BEAM DATA Span Length 20 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 3.5:12 Roof Duration Factor _ 1.25 MATERIAL PROPERTIES #1 - Douglas -Fir -Larch (North) Base Values Bending Stress: Fb = 1300 psi Adauste d Fb' = 1604 psi Cd=1.25 CF=0.99 Shear Stress: Fv = 170 psi Fv' = 213 psi Cd=1.25 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Comp. -L to Grain: Fc -1= 625 psi Fc -1' = 625 psi Controlling Moment: 20164 ft -Ib 10.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -4033 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Read Section Modulus: 150.86 in3 167.06 in3 Area (Shear): 28.47 in2 74.25 int Moment of Inertia (deflection): 907.22 in4 1127.67 in4 Moment: 20164 ft -Ib 22329 ft -Ib Shear: -4033 lb 10519 lb page" Gary Hawkins rrk. 9 l �Gary Hawkins Architect T ,'3045 Ceres Ave, Suite 135 or 'Chico, CA 95973 StruCalc Version 9.0.2.5 5/26/2016 3:09:42 PM Side One: LENGTHS Ladj = AND 20 LOADS ft Roof Live Load: LL = 20 psf Roof Dead Load: DL= 18 psf Tributary Width: TW = 5 ft Side Two: WT = 403 plf Roof Live Load: LL= 20 psf Roof Dead Load: DL= 18 psf Tributary Width: TW =. 5 ft Wall Load:. WALL = 0 SLOPE/PITCH ADJUSTED Adjusted Beam Length: LENGTHS Ladj = AND 20 LOADS ft Beam Self Weight: BSW = 16 plf Beam Uniform Live Load: wL = 200 plf Beam Uniform Dead Load: wD_adj = 203 plf Total Uniform Load: WT = 403 plf COMET P 3-0235 — 50 SHEETS — 5 SQUARES 3-0236 — 100 SHEETS — 5 SQUARES \ J\ 3-0237 — 200 SHEETS — 5 SQUARES /1 3-0137 — 200 SHEETS — FILLER or e!'� C-0 Is lip £� N + � c Project: Location: RFB2 Roof Beam [2013 California Building Code(2012 NDS)] 3.5 IN x 7.25 IN x 10.0 FT #1 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 110.0% Controlling Factor: Moment DEFLECTIONS Center Base Values Live Load 0.10 IN U1186 Dead Load 0.07 in Total Load 0.17 IN U706 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 400 Ib 400 Ib Dead Load 272 Ib 272 Ib Total Load 672 Ib 672 Ib Bearing Length 0.31 in 0.31 in Fc - t = 625 psi Fc --L= 625 psi BEAM DATA Span Length 10 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 2.512 Roof Duration Factor 1.25 #1 - Douglas -Fir -Larch (North) r Base Values Adiusted Bending Stress: Fb = 850 psi Fb' = 1381 psi Cd=1.25 CF=1.30 Shear Stress: Fv = 180 psi Fv' = 225 psi Cd=1.25 Modulus of Elasticity: E = 1600 ksi E'= .1600 ksi Comp. 1 to Grain: Fc - t = 625 psi Fc --L= 625 psi Controlling Moment: 1680 ft -Ib 5.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -672 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 14.6 in3 30.66 in3 Area (Shear): 4.48 int 25.38 in2 Moment of Inertia (deflection): 37.8 in4 111.15 in4 Moment: 1680 ft -Ib 3529 ft -lb Shear: -672 lb 3806 Ib 'N- FFIW-- ' pe0a '_Gary Hawkins z '� Gary Hawkins Architect 3045 Ceres Ave, Suite 135 Of :Chico, CA 95973 StruCalc Version 9.0.2.5 9/21/2016 11:40:07 AM SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 10 ft Beam Self Weight: BSW = 5 plf Beam Uniform Live Load: wL = 80 plf Beam Uniform Dead Load: wD_adj = 54 plf Total Uniform Load: WT = 134 plf 3-0235 - 50 SHEETS - 5 SQUARES l COMET 3-0236 - 100 SHEETS - 5 SQUARES l 3-0237 - 200 SHEETS - 5 SQUARES J 3-0137 - 200 SHEETS - FILLER { VIf. Project: Location: HDRA 31.62 in3 Roof Beam Area (Shear): [2013 California Building Code(2012 NDS)] 28.13 int 3.125 INx9.0INx10.OFT 127 in4 24F -V4 - Visually Graded Western Species - Dry U_se Moment: Section Adequate By: 33.4% 10547 ft -lb Controlling Factor: Moment 3511 Ib DEFLECTIONS Center Live Load 0.16 IN U728 ft Dead Load 0.17 in . Total Load 0.33 IN U359 WT = Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 plf Roof Live Load: REACTIONS a ,B 20 Live Load 1734 Ib 666 Ib Roof Dead Load: Dead Load 1777 Ib 692 Ib 0 Total Load 3511 Ib 1358 Ib Tributary Width: Bearing Length 1.73 in 0.67 in 0 ft Point Live Load BEAM DATA Span Length 10 ft 2000 Unbraced Length -Top 0 ft Point Dead Load Unbraced Length -Bottom 0 ft 2033 Roof Pitch 3.5:12 Point Load Location Roof Duration Factor 1.25 2.3 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Base Values Wall Load: Bending Stress: Fb = 2400 psi Adjusted Controlled by: Fb_cmpr = 1850 psi Fb' = 3000 psi Cd=1.25 Shear Stress: Fv = 265 psi Fv' _ " 331 psi Cd=1.25 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc -1= 650 psi Fc --L= 650 psi Controlling Moment: 7904 ft -Ib 5.0 ft from left support Created by combining all dead and live loads. Controlling Shear: 3511 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Bead Section Modulus: 31.62 in3 42.19 in3 Area (Shear): 15.9 in2 28.13 int Moment of Inertia (deflection): 127 in4 189.84 in4 Moment: 7904 ft -Ib 10547 ft -lb Shear: 3511 Ib 6211 Ib r " ° page Gary Hawkins 70f, 'Gary Hawkins Architect. 63045 Ceres Ave, Suite 135 Chico, CA 95973 StruCalc Version 9.0.2.5 5/26/2016 3:32:57 PM Side One: Ladj = 10 ft Roof Live Load: LL = . 20 psf Roof Dead Load: DL = ' 18 psf Tributary Width: TW = 2 ft Side Two: WT = 84 plf Roof Live Load: LL = 20 psf Roof Dead Load: DL= 0 psf Tributary Width: TW = 0 ft Point Live Load LL = 2000 Ib Point Dead Load DL= 2033 Ib Point Load Location @ 2.3 ft Wall Load: WALL = 0 plf Adjusted Beam Length: Ladj = 10 ft Beam Self Weight: BSW = 6 plf Beam Uniform Live Load: wL = 40 plf Beam Uniform Dead Load: wD_adj = 44 plf Total Uniform Load: WT = 84 plf 3-0235 - 50 SHEETS - 5 SQUARES f`AMCT tl Mne inn n1lrrTn - nn,��r� -Project: page � :.5�d Gary Hawkins + Location: ` xx �' RFB3 ti �- Gary Hawkins Architect Roof Beam, X3045 Ceres Ave, Suite 135 or [2013 California Building Code(2012 NDS)];Chico, CA 95973 5.5 INx9.5INx14.OFT #1 - Douglas -Fir -Larch (North) - Dry Use StruCalc Version 9.0.2.5 9/21/2016 7:47:55 AM Section Adequate By: 91.2% Controlling Factor: Moment " DEFLECTIONS Center Live Load 0.13 IN U1273 LOADING DIAGRAM Dead Load 0.13 in Total Load 0.27 IN U632 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 420 Ib 420 Ib Dead Load 456 Ib 456 Ib Total Load 876 Ib 876 'lb Bearing Length 0.25 in 0.25 in BEAM DATA Span Length 14 ft 777N Unbraced Length -Top 0 ft tae Unbraced Length -Bottom 0 ft Roof Pitch 3.5:12 Roof Duration Factor 1.25 ` ROOF LOADING MATERIAL PROPERTIES Side One: #1 - Douglas -Fir -Larch (North) Roof Live Load: LL = 20 psf Base Values Adjusted Roof Dead Load: DL= 0 psf Bending Stress: Fb = 1300 psi Fb' = 1625 psi Tributary Width: TW = 0 ft Cd=1.25 CF= 1.00 Side Two: Shear Stress: Fv = 170 psi Fv' = 213 psi Roof Live Load: LL = 20 psf Cd=1.25 Roof Dead Load: DL= . 0 psf Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Tributary Width: TW = 0 ft Comp. -L to Grain: Fc -1= 625 psi Fc -1' = 625 psi Point Live Load LL = 840 Ib Controlling Moment: 5858 ft -Ib Point Dead Load DL= 756 Ib 7.0 ft from left support Point Load Location @ ' 7 ft Created by combining all dead and live loads. Controlling Shear: 876 Ib Wall Load: WALL = 0 plf At support. Non -Snow Roof Loaded Area: RLA = 0 plf Created by combining all dead and live loads. SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Comparisons with required sections: Read Provided Adjusted Beam Length: Ladj = 14 ft Section Modulus: 43.26 in3 82.73 in3 Beam Self Weight: W BS = BSwL 11 plf Area (Shear): 6.18 int 52.25 int Beam Uniform Live Load: = 0 plf Moment of Inertia (deflection):. 149.32 in4 392.96 in4 Beam Uniform Dead Load: wD_adj = 11 plf Moment: 5858 ft -Ib 11203 ft -Ib Total Uniform Load: wT = 11 plf Shear: 876 Ib 7402 Ib 5/27/2016 Design Maps Summary Report NU =,, Design Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.728490N, 121.83748°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 0.616 g Sbs = 0.805,g SDS = 0.537 g Sl = 0.274 g S,1 = 0.507 g Sol = 0.338 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE#L Response Spectrum 0.90 , 0.81 0.72 0.63 0.54 0.45 H 0.36 0.27 0.16 0.09 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) Design Response Spectrum 0.54-- 0.42-- 0.36-- 0.30- M .5d0.420.360.3.0 H 0.24- r\ 0.18-- 0.12-- 0.06 .180.120.06 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) For PGA,.,, T, CRS, and CR, values, please view the detailed report. �J 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. httn://enol-eartlwuake.cr.usas.cov/desionmanshia/siimmarv.nhn?tAmniRte=minimalRlafhiria=I9.79A40AAlnnnitiKia=-121 R47474Rcitar.lace=.Ikriekratwv,ni_rLQ 1H y File >SHEARW 9;26 PM 9/10/15 T --------------------------------------------------------------------------------------=--- REV. 6-17-99 Shearwall schedule ------------------------------------------------------------------------------------------ Description >> Common nails >> (Box nails) ------------------------------------------------------------------------------------------ Seismic Wind Mark Description HF DF HF DF 1 3/8" cdx plywood with 8d nails .213 .260 .299 .365 at 6", 12" o.c. (.173) '(.211) (.292) (.296) 2 3/8" cdx plywood with 8d nails .312 .380 .936 .532 at 91, 12" o.c.. (.253) (.308) (.353) (.931) 3' 3/8 cdx plywood with 8d nails .902 .990 .562 .685 at 3", 12" o.c. (.326) (.397) (.955) (.559) 9 15/32" cdx plywood with 10d nails .259 .310 .357 .935 at 6", 12" o.c. (.206) (.251) (.289) (.352) 5 15/32" cdx plywood with 10d nails 377 .960 . .529 .695 at 9", 12" o.c. (.305) (.373) (.928) (.522) 6 15/32" cdx plywood with 10d nails .992 .600 .689 89 at 3", 12" o.c. (.399) (.986) (.558) (.680) 7 1/2" gyp bd with 5d nails wind .082 .100 at 7";o.c. edge 6 field Unblocked seismic .091 .050- 8 5/8" gyp bd with 6d nails wind .099 .115 at 7" o.c.'.edge 6 field Unblocked. seismic .097 .058 9 7/8" cement plaster over expanded metal ..198 .180 or woven wire lath with no. 16 gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 -.160. .189 .225 at 6", 12" o.c. 1 3-0235 - 50 SHEETS - 5 SQUARES \ COMET 3-0236 - 100 SHEETS - 5 SQUARES J 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER j: so• - • 1.0 b C� ry 1 3-0235 - 50 SHEETS - 5 SQUARES \ COMET 3-0236 - 100 SHEETS - 5 SQUARES J 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER j: 1.0 b C� ry (1 1 3-0235 - 50 SHEETS - 5 SQUARES \ COMET 3-0236 - 100 SHEETS - 5 SQUARES J 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER \ COMET 3-0235 — 50 SHEETS — 5 SQUARES 3-0236— 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS — 5 SQUARES 3-0137-200 SHEETS — FILLER 7Y. Y• ��1 6 ..Tle Vg +}'• �•�S y P w 121.. • �` ` a �` ae � ". ._ %J° .� 2 � �r 3-0235 —' 50 SHEETS — 5 SQUARES 1J COMET 3-0236— 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS — 5 SQUARES 3-0137 — 200 SHEETS — FILLER .' E : " -T - - - _, � ... `\m 1. .. .. � . �' el � �• zi tp 3-0235 - 50 SHEETS - 5 SQUARES 1 COMET 3-0236 - 100 SHEETS - 5 SQUARES jl l 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER 3-0235 — 50 SHEETS — 5 SQUARES COMET . 3-0236 — 100 SHEETS — 5 SQUARES l J 3-0237 — 200 SHEETS — 5 SQUARES 3-0137 — 200 SHEETS — FILLER Lr CFO Ir LID �, �--���... � _ . : ire_ : • •"w -- _ � 1 ems.• Vim'- F R s Vila r 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236 - 100 SHEETS - 5 SQUARES `1 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER V R,� O �r 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236 - 100 SHEETS - 5 SQUARES `1 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER V R,� GARY HAWKI �V S A F: C H I T S C T (530) 892-2700 3045 Ceres Avenue, Suite 135 Fax (530) 893-0532 Chico, CA 95973 info@ghachico.com September 22, 2016 Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 - RE: Lynn Compton Koch 8470 Sullivan Way Durham, CA 95938 CAP.N -03.8 0901012 Buildi_ng'PermirN-d B16=1803-Plan.Check-#1 Great Room and Covered Porch Addition GENERAL COMMENTS: surrE CoWff SEP 2 3 2016 DEVELOPMENT SERVICES 1. Assessor's Parcel Number and project address added to plan title block. 2. Added note requiring installation of water -conserving plumbing fixtures to sheet A-1. 3. Minimum erosion and sediment control notes added to sheet A-1. NON-STRUCTURAL COMMENTS: 1. Refer to general note #7 on sheet A-6 (slope of ground adjacent to foundation). 2. N/A, shower was omitted from project ,3.. Foundation venting: see revised foundation plan, the vent area used is the net free area. 04. Foundation venting at new raised floor: ventilation is not required at this area, this area is similar to enclosed space under stairs or soffited area over a kitchen. Section . 408.1 &.2 are for crawl space with floor over earth. We have a finish floor slab. S. 2013 Calgreen mandatory measures checklist added to sheet A-6. Plumbing fixture water -reduction and voc limit tables added to sheet A-1. 6. Contractor shall provide a Construction Waste Management form. STRUCTURAL COMMENTS: 1. Plans revised to show RFB-2 4x8 Rafters at 48" o.c. / 2. Roof framing plan revised to show 2x6 rafters, not 2x12. SA-ve - �i. L(E7 C_�' e" 3. Nailing schedule added to sheet A-6. Refer to new detail 14/D-1 for top plate splice. 4. Refer to revised roof framing plan and new'details on sheet D-2 for attachment of new construction to existing structure. 5. Refer to new detai101/D-2 for framing at new raised floor over existing slab. 6. Foundation plan revised to reflect anchor bolts at 42" o.c. at wall line A. If you have any questions, please feel free to contact my office. Sincerely, ' <<, Gary Haw ins Architect ��SED ARCy� ANG HAwk� Fc� * ~ o,. ►� 18693 REN JjgTF o���� OF CA1.�F BUILDING ENERGY ANALYSIS REPORT PROJECT: BUTTE COUNTY Koch Addition 8470 Sullivan .Drive SEP 2 3 2016 Durham, CA 95938 DEVELOPMENT SERVICES Project Designer: 'ERMITII ' :3UTTE COUNTY pEVELOPMENT SERVICE Gary Hawkins Architect � REVIEWED FOR 3045 Ceres Avenue, Suite 135 XDF- C MPL�giV�" . Chico, California 95973 r---1=��pJ=_BY (530) 892-2700 Report Prepared by: Donna Wallace Donna Wallace 399 E. 9th Avenue Chico, CA 95926 -530-893-4982 Job Number: 15-015 Date: 9/8/2016 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC —www.energysoft.com. Ener Pro 6. by Ener Soft User Number., 4997 ID: 15-015 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Reauire HERS Field Verification CEC-0F1 R -ADD -OSE (Revised 06114) CALIFORNIA ENERGY COMMISSION V4MW CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions 300 Ft or Less, or Additions That Do Not Require HERS Field Verification .(Page 1 of 9) Project Name: Koch Addition . Date Prepared:. 09/08/2016 This compliance document is only applicable to additions 300 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 dud leakage testing include: less than 40 ft of duds were added or replaced; or the existing dud system was insulated with asbestos; or the existing dud 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 (or -SPF) 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 CF1R ADD -01 with a HERS Provider Data Registry. I _ If more than one person has responsibilityfor 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 responsibility for 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: Koch Addition 02 Date Prepared: 09/08/2016 03 Project Location: 8470 Sullivan Drive 04 Building Front Orientation (deg): Test 05 CA City: Durham 06 Number of Dwelling Units with Additions: 1 07 Zip Code: 95938 08 Fuel Type: L.P. Gas 09 Climate Zone: 11 10 Total Conditioned Floor Area (ft2)(Addition): 400 11 Building Type Single Family 12 Slab Area (ft): 0 13 Project Scope: Addition < or = 400 sf CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft,or Less, or Additions That Do Not Require HERS Field Verification _. CEC-CF1 R -ADD -05-E Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions 300 Ft or Less, or Additions That Do Not Require HERS Field Verification (Page 2 of 9) Project Name: Koch Addition - Date Prepared: 09/08/2016 . B. OPAQUE SURFACE DETAILS — Framed (Section 150.2(a)) 01 02 03 04 05 06 07 08 09 10 11 Tag/ID Assembly Type Frame Type Frame Depth (inches) Frame Spacing (inches) Proposed Required Comments Cavity R -value Continuous Insulation R -value LI -Factor Appendix JA4 Reference U -Factor Table Cell 1 Wall Wood 2x6 16 19 0 0.074 4.3.1 A5 R-19 Res. Manual Table 9-313 2 Roof Wood 2x6 24 38 0 0.025 4.2.1 ' A21 R-38 Res. Manual Table 9-3A. 3. Floor . Wood 2x6 16 19 0 0.037 4.4.1 A4 R-19 Res. Manual Table 9-313 Note: Required, insulation is based on R -values. CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification CEC-CF1 R -ADD -OSE Revised 06114 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions 300 Ft or Less, or Additions That Do Not Require HERS Field Verification (Page 3 of 9) Pmj"t Name: Koch Addition Date Prepared: 0 9 /0 8 /201 6 C. OPAQUE SURFACE DETAILS — Non -framed (Section 150.1(c)1) 01 02 03 04 05 06 07 08 09 10 11 Tag/ID Assembly Type Assembly Materials Thickness (inches) Proposed Required Comments Core Insulation R -value Continuous Insulation R -value LI -Factor Appendix JA4 Reference U -Factor from Package A Table Cell R -value LI -factor Table Cell R -value LI -factor R -value LI -factor D. OPAQUE SURFACE DETAILS — Mass Walls (Section 150.1(c)1) 01 02 03 04 05 06 07 08 1 09 10 11 Tag/ID Walls Above Grade I Mass Type Mass Thickness (inches) Furring Strip Thickness (inches) Proposed Required Interior Insulation Exterior Insulation Appendix JA4 Reference Interior Insulation Exterior Insulation R -value LI -factor R -value LI -factor Table Cell R -value LI -factor R -value LI -factor CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification GEG-GF7 R -ADD -05E (Revised 06114) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions 300 Ft or Less, or Additions That Do Not Require HERS Field Verification (Page 4 of 9) Project Name: Koch Addition6 Date Prepared: 09/08/2016 9/O p/201 6 E. SLAB INSULATION (Table 150.1-A) 01 02 03 04 05 06 Floor Type Proposed Required Comments Insulation R -value Insulation LI -factor Insulation R -value Insulation U -factor • Heated slab floors require mandatory slab insulation (see Table 110.8-A). F. RADIANT BARRIER (Section 150.1(c)2 01 02 Radiant Barrier installed below the roof deck and on all gable end walls Comments Yes A radiant barrier is required (for Climate Zones 2-15) • Radiant barriers shall meet specific eligibility and installation criteria to receive energy credit for compliance with the Building Energy Efficiency Standards for low-rise residential buildings. Refer to RA4.2.1 • The emittance of the radiant barrier shall be less than or equal to 0.05 as tested in accordance with ASTM C1371 or ASTM E408. For Prescriptive Compliance the attic shall be ventilated to provide a minimum free ventilation area of not less than one square foot of vent area for each 300 ft2 of attic floor area with no less than 30 percent upper vents. Ridge vents or gable end vents are recommended to achieve the best performance. The material should be cut to allow for full airflow to the venting. CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification E. :EC-CF1 R -ADD -OSE (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CFIR-ADD-02-E Prescriptive Residential Additions 300 Ft or Less, or Additions That Do Not Require HERS Field Verification (Page 5 of 9) Project Name: Koch Addition Date Prepared: 09/08/2016 G. ROOFING PRODUCTS (COOL ROOF) (Section 150.1(c)11) 01 02 03 04 .05 06 07 08 09 10 it 12 Mass Roof 25lb/ft2 or Greater Roof Pitch Method of Compliance Product Type CRRC Product ID Number. Proposed Required Initial Solar Reflectance Aged Solar Reflectance Thermal Emittance SRI (Optional) Aged Solar Reflectance Thermal Emittance SRI (Optional) N/A 3.5: 12 ' SR & TE Shingles By Owner Allowed Allowed Comments Maximum 0.20 0.75 16 Calculated • or SRI Calculated Maximum U -factor SHGC based on Calculated based on Calculated Allowed ftZ Allowed ftZ Allowed % Allowed % 400 120 75 --- 60 0.32 0.25 NOTES: • Any roof area covered by building integrated photovoltaic panels and solar thermal panels are exempt from the above Cool Roof requirements. • Liquid field applied coatings must comply with installation criteria. from section 110.8(i)4. H. FENESTRATION/GLAZING AREAS ALLOWED (Section 150.2(a)1) 01 02 1 03 04 05 06 07 08 Maximum Allowed Maximum Allowed Fenestration Area For All Orientations ftZ West -Facing Fenestration Area Only ftZ The Greater The Greater Maximum Maximum Addition Type ftZ Allowed Allowed Comments Maximum Maximum Calculated • Maximum Calculated Maximum U -factor SHGC based on Calculated based on Calculated Allowed ftZ Allowed ftZ Allowed % Allowed % 400 120 75 --- 60 0.32 0.25 L'r CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification CEC-CF1 R -ADD -OSE (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification (Page 6 of 9) Project Name: Koch Addition I Date Prepared: 09/08/2016 I. FENESTRATION PROPOSED AREAS AND EFFICIENCIES 01 02 03 04 05 06 07 08 09 10 11 12 13 Tag/ID Fenestration Type Frame Type Orientation Dynamic N, Number of S E W , , Glazing Panes or Roof Proposed Fenestration Z Area ft Proposed West Facing Fenestration Area ftz Proposed U -factor Proposed SHGC Source Exterior Shading Device Combined SHGC from CF1R-ENV- 03 Operable Window Vinyl none W 2 20 20 0.32 0.25 NFRC none n/a French Doors Non -Metal none E 2 40 0.32 0.25 NFRC none n/a Operable Window Vinyl none E 2 20 0.32 0.25 NFRC none n/a Operable Window Vinyl none S 2 20 0.32 0.25 NFRC none n/a Note: As part of thi roject, 4 sf of new fenestration will be ins alled in the existing hc use. This is allowed per 3tandardsSection 15C.2 b 1. A Exception 1. New fenestration st all have a I riaximurn 0.32 U -factor and a maximum 0.25 SHGC. 14 Total Proposed Fenestration Area 1100 15 Maximum Allowed Fenestration Area 120 16 Compliance Statement Total Proposed Fenestration Area 5 Maximum Allowed Fenestration Area ® Yes ❑ No 17 Total Proposed West -Facing Fenestration Area 20 18 Maximum Allowed West -Facing Fenestration Area 60 19 Compliance Statement Total Proposed West -Facing Fenestration Area 5 Maximum Allowed West -Facing Fenestration Area ® Yes ❑ No 20 Proposed Fenestration U -factor 0.32 21 Required Fenestration U -factor 0.32 22 Compliance Statement Proposed Fenestration U -factor 5 Required Fenestration U -factor ® Yes ❑ No 23 Proposed Fenestration SHGC 0.25 24 Required Fenestration SHGC 0.25 25 Compliance Statement Proposed Fenestration SHGC15 Required Fenestration SHGC ® Yes ❑ No CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 STATE OF CALIFORNIA 9 Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification CEG-CF1 R -ADD -OSE Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions 300 Ft or Less, or Additions That Do Not Require HERS Field Verification (Page 7 of 9) Project Name: Koch Addition Date Prepared: 09/08/2016 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 CF1R-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 + Addition Existing System Existing Residence + Addition ❑ a ® b ❑ c ❑ d 0 0 11 0 0 0 0 ❑d 0 ❑b 13 11 13 0 13 11 0 0 0 0 ❑a 0 C3 0 0 . 0 0 0 0 0 0 0 13 0 0 ❑d 0 ❑b ❑c ❑d ❑a ❑b ❑c ❑d 13 11 0 D 11 a. 0 0 0 CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 r.+ STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification It CEC-CF1 R -ADD -OSE (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions 300 Ft or Less, or Additions That Do Not Require HERS Field Verification (Page 8 of 9) Project Name: Koch Addition Date Prepared: 09/0 8/2016 K. WATER HEATING SYSTEMS (Section 150.1(c)8) List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Dwelling Unit Name Water Heating System Identification or Name Water Heating System Location or Area Served Water Heating System Type Water Heater I Type q of Water Heaters in System Water Heater Storage Volume (gal) Fuel Type Rated Input Type Rated Input Value Heating Efficiency Type Heating Efficiency Value Standby I Loss (%) Exterior Insulation R -Value Back -Up Solar Savings Fraction Existing CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification GEGGFI R -ADD -OSE (Revised 06114) CALIFORNIA ENERGY COMMISSION °" CERTIFICATE OF COMPLIANCE CF1R-ADD-02-E Prescriptive Residential Additions 300 Ft or Less, or Additions That Do Not Require HERS Field Verification (Page 9 of 9) Project Name: Koch Addition Date Prepared: 09/0 8 /201 6 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Donna Wallace 0 n eLp— Company: Signature Date: 09/08/2016 Address: CEA/ HERS Certification Identification (if applicable): 399 E. 9th Avenue City/State/Zip: Phone: Chico CA 95926 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 h the documentati n the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Gary Hawkins Company: Date Signed: Gary Hawkins Architect Address: 3045 Ceres Avenue, Suite 135 License: 2 C, 601 7 City/State/Zip: Phone: Chico, CA 95973 530-892-2700 For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 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 compliance approach used. Excentinns mnv nnnty Roviaw tho rovnortiv -4. oe. i; 4 Building Envelope Measures: §110.6(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of §10-111(a). §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. §110.8(1): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of §110.8(1) when the installation of a cool roof is specified on the CF1R. §110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a §150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. §150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. §150.0(g)l: In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air -permeable insulation. §150.0(g)2: In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of §150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). §150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of §110.8 §150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)lA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible operable, and tight -fitting damper or a combustion -air control device. §150.0(e)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.04110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. §150.0(h)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. §150.0(1): Heating systems are equipped with thermostats that meet the setback requirements of §110.2(c). §150.06)lA: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.00)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: 4he first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system §150.06)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. §150.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation removal and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Snmmary §150.0(j)2C: Pipe for cooling system lines shall be insulated as specified in §150.06)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 §110.3(c)5. §150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/a 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 §150.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)13: space conditioning system must also demonstrate airflow > 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy < 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 testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency §110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat settin • a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandgtnry MPacnrPe C»mmar� §110.4(b)1:Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines or built-up connections for future solar heatin . §110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro - ammed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: §110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. §150.0(k)lA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-13, as applicable. §150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of §150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §150.0(k)1C: §130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)1D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §150.0(k)lE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. §150.0(k)1F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of §150.0(k). §150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. §150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. §150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. §150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §150.0(k). §150.0(k)2F: Lighting controls comply with applicable requirements of §110.9. An Energy Management Control System (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 §150.0(k) if: it §150.0(k)2H: functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of 130.5• and all other requirements in §150.0(k)2. §150.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to §110.9, and complies with all other applicable requirements in §150.0(k)2. §150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only §150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lijzhtinjZ if they are not separately switched from kitchen lighting. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized 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 §150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and §150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §150.0(k)9B: following requirements: i. Shall comply with §150.0(k)9A; or ii. Shall comply with the applicable re uiremenis in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. §150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §150.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in §110.9, §130.0, §130.2 §130.4 §140.7 and §141.0. §150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4 §140.7 and §141.0. §150.0(k)10: Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined according to §130.0(c). §150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in §110.9, §130.0 §130.1 §130.4 §140.6, and §141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of §150.0(k)12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: §150.0(k)12B: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §110.10(a)1: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of §110.10 through §110.10(e). §110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of §110.10 through §110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for §110.10(b)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. §110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice §110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical plane. §110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit §110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. §110.10(d): A copy of the construction documents or a comparable document indicating the information from §110.10(b) through §110.10(c) shall be provided to the occupant. §110.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a §110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric'.