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Home My WebLink AboutX2012-0349 - CalcsX-2o 12-- o -54q 4b5q co f-Hand Or Kenneth Cz. Brown # Co. ARCHITECTURE - SPACE PLANNING 25401 Cabot Rd. 0201, Laguna Hllla, CA. ffi653 DOCUMENT MUST BE STAMPED AND SIGNED TO BE VALID STRUCTURAL CALCULATIONS FOR RESIDENTIAL REMODEL PROJECT FOR: Nowparast Residence 4839 Cortland Dr. Corona Del Mar, CA. LOADING CONDITIONS: Roof Loads: Floor loads: Wall loads: Live roof load = 20 psf Dead roof load = 20 psf TOTAL roof load = 40 psf Live floor load = 40 psf Dead floor load = 15 psf TOTAL floor load =55 pet Interior wall load = 8 psf Exterior wall load =14 psf DF&rAI CRITERIA: 2010 CALIFORNIA RESIDENTIAL CODE West coast Douglas Fir Larch Rafters, ceiling joists, floor joists: #2 Douglas Fir Larch Beams and posts: #1 Douglas Fir - ASTM A53-S Std. wt. pipe 6x FB=1350 PSI: FV=85 PSI: E=1,600,000 PSI Roof deck, floor deck and exterior wall sheathing: Douglas Fir plywood, structural grade Glue Laminated members: Douglas Fir Larch, 240OF grade 24F-V3 or as otherwise noted 25401 Cabot Rd, 0201, Laguna H1115, CA., 92653 Phone (949) 110-8550 Fax (949) 110-9510 Project: nowparast Location: RRA Roof Rafter (2010 California Building Code(2005 NDS)] 1.5 IN x 7.251N x 13.0 FT(11+2)@24 O.C. #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 30.2% Controlling Factor: Moment DEFLECTIONS Centsr Richt Live Load 0.19 IN U724 0.02 IN 2L/3012 Dead Load 0.19 in 0.00 in Total Load 0.38 IN U368 0.00 IN 21JInFlnity Live Load Deflection Criteria: U240 Total Load Deflection Criteria: L/180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 110 pit 220 Ito Upper Dead Load @ A 112 plf 224 lb Upper Total Load @ A 222 plf 444 lb Lower Live Load @ B 154 pit 307 lb Lower Dead Load @ B 162 plf 324 Ito Lower Total Load @ B 316 pit 631 to RAFTER SUPPORT DATA A B BearingLength 0.47 in 0.67 in Span Length 11 ft 2 it Rafter Pitch 4 :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 #2 - Douglas -Fir -Larch Base Values Adiusted Bending Stress: Flo = 900, psi Fb' = 1428 psi Cd=1.15CF=1.20 Cr-1.15 Shear Stress: Fv = 180 psi Fv' = 207 psi C&1.15 Modulus of Elasticity: E = 1600 ksi E' = 1600 ksi Min. Mod. of Elasticity: E_min = 580 ksi E_min' = 580 ksi Comp.-L to Grain: Fc --L= 625 psi Fc --L= 625 psi Controlling Moment: 1201 ft-lb 5.389 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 400 lb At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Rec'd Provided Section Modulus: 10.09 in3 13.14 in3 Area (Shear): 2.9 in2 10.88 in2 Moment of Inertia (deflection): 23.32 in4 47.63 in4 Moment: 1201 ft-Ito 1554 ft-lb Shear: -4001b 1501 lb page Kenneth Brown Kenneth Brown and Co. 25401 Cabot Rd. #207 er Laguna Hills, CA. 92653 Uniform Roof Loading Roof Live Load: ILL = 20 psf Roof Dead Load: DL = 20 psf Non -Snow Roof Loaded Area: RLA = 0 sf Slope Adjusted Spans And Loads Interior Span: L-adj = 11.6 ft Eave Span: L-Eave-adj = 2.11 ft Rafter Live Load: wL-adj = 36 plf Eave Live Load: wL-Eave-adj = 36 plf Rafter Dead Load: wD-adj = 38 plf Rafter Total Load: wT-adj = 74 plf Eave Total Load: wT-Eave-adj = 74 plf Project: nowparast Location: RB-I Roof Beam [2010 California Building Code(2005 NDS)] 2.688 IN x 9.25 IN x 10.0 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 90.8% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.14 IN U860 Dead Load 0.15 in Total Load 0.29 IN L/411 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A_ B Live Load 1100 lb 1100 lb Dead Load 1198 Ib 1198 lb Total Load 2298 lb 2298 lb Bearing Length 1.14 in 1.14 in BEAM DATA Span Length 10 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 4 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Base Values Ad'us ed Bending Stress: Fb = 2900 psi Fb' = 3433 psi Cd=1. 15 CF=1.03 Shear Stress: Fv = 290 psi Fv' = 334 psi Cd=1. 15 Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp..L to Grain: Fc-1= 750 psi Fc --L'= 750 psi Controlling Moment: 5746 ft-lb 5.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -1977 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 20.09 in3 38.32 in3 Area (Shear): 8.89 in2 24,86 in2 Moment of Inertia (deflection): 77.56 in4 177.25 in4 Moment: 5746 ft-lb 10964 ft-lb Shear: -1977 lb 5527 lb Page Kenneth Brown / Kenneth Brown and Co. 25401 Cabot Rd. #207 Laguna Hills, CA. 92653 StruCalc Version 8.0.111.0 2/13/2012 9:52:22 AM LOADING DIAGRAM Taft ROOF LOADING - Side One: Roof Live Load: LL = 20 psf Roof Dead Load: DL = 20 psf Tributary Width: TW = 5.5 ft Side Two: Roof Live Load: LL = 20 psf Roof Dead Load: DL = 20 psf Tributary Width: TW = 5.5 It Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 110 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 10 It Beam Self Weight: BSW = 8 plf Beam Uniform Live Load: wL = 220 plf Beam Uniform Dead Load: wD_adj = 240 plf Total Uniform Load: wT= ` 460 plf project: nowparast Location: RB-2 Roof Beam [2010 California Building Code(2005 NDS)] 3.51N x 9.251N x 16.0 FT 2.0E Parallam -!Level Trus Joist Section Adequate By: 91.5% Controlling Factor: Deflection DEFLECTIONS Center '. Live Load 0.26 IN U752 Dead Load 0.30 in Total Load 0.56 IN U345 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A_ B Live Load 640 Ito 640 lb Dead Load 756 Ito 756 lb Total Load 1396 It, 1396 Ito Bearing Length 0.53 in 0.53 in BEAM DATA Span Length 16 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft .. Roof Pitch 4 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES 2.0E Parallam - !Level Trus Joist Base Values Adiusted Bending Stress: Fb = 2900 psi Fb' = 3731 psi Cd=1. 25 CF=1.03 Shear Stress: Fv = 290 psi Fv' = 363 psi Cd=1. 25 Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp.-Lto Grain: Fc--L= 750 psi Fc--L= 750 psi Controlling Moment: 5582 ft-lb 8.0 ft from left support Created by combining all dead and live loads. Controlling Shear: 1284 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Section Modulus: 17.95 !n3 49.91 in3 Area (Shear): 5.31 in2 32.38 in2 Moment of Inertia (deflection): 120.56 in4 230.84 in4 Moment: 5582 ft-lb 15520 ft-lb Shear: 1284 lb 78241b page Kenneth Brown Kenneth Brown and Co. 25401 Cabot Rd. #207 or Laguna Hills, CA. 92653 StruCalc Version 8.0.111.0 2/13/2012 9:54:45 AM LOADING DIAGRAM ROOF LOADING - Side One: Roof Live Load: LL = 20 psf Roof Dead Load: DL = 20 psf Tributary Width: TW = 2 ft Side Two: Roof Live Load: LL = 20 psf Roof Dead Load: DL = 20 psf Tributary Width: TW = 2 ft Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 64 pif SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 16 it Beam Self Weight: BSW = 10 plf Beam Uniform Live Load: wL = 80 plf Beam Uniform Dead Load: wD_adj = 94 plf Total Uniform Load: wT = ` 174 plf Project: nowparast Location: RB-3 Multi -Loaded Multi -Span Beam [2010 California Building Code(2005 NDS)] 5.25 IN x 11.875 IN x 22.0 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 63.9% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.29 IN U917 Dead Load 0.38 in Total Load 0.67 IN L/393 live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A_ B Live Load 550 Ito 550 Ib Dead Load 813 lb 813 lb Total Load 1363 lb 1363 lb Bearing Length 0.35 in 0.35 in BEAM DATA Center �I Span Length 22 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 22 ft Live Load Duration Factor 1.00 Notch Depth 0.00 2.0E Parallam - iLevel Trus Joist Base Values Adjusted Bending Stress: Fb = 2900 psi Fb' = 2903 psi Cd=1. 00 CF=1. 00 Shear Stress: Fv = 290 psi Fv' = 290 psi Cd=1.00 Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp.-Lto Grain: Fc-1= 750 psi Fc --L = 750 psi Controlling Moment: 13818 ft-lb 11.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 1346 It, At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 57.11 in3 123.39 in3 Area (Shear): 6.96 in2 62.34 in2 Moment of Inertia (deflection): 447.03 in4 732.62 in4 Moment: 13818 ft-lb 29854 ft-lb Shear: 1346 lb 120531b page Kenneth Brown Kenneth Brown and Co. 25401 Cabot Rd. #207 or Laguna Hills, CA. 92653 StruCalc Version 8.0.111.0 2/13/2012 9:58:06 AM LOADING DIAGRAM 7 ) 22 fl — UNIFORM LOADS Center Uniform Live Load 0 pif Uniform Dead Load 0 plf Beam Self Weight 19 plf Total Uniform Load 19 pif POINT LOADS - CENTER SPAN Load Number One Live Load 1100 lb Dead Load 1198 Ito Location 11 ft Project: nowparast Location: RB-4 Multi -Loaded Multi -Span Beam [2010 California Building Code(2005 NDS)) 7.0 IN x 11.875 IN x 22.0 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 49.3% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.32 IN U816 Dead Load 0.41 in Total Load 0,74 IN U358 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 990 to 990 lb Dead Load 1325 lb 1325 lb Total Load 2315 lb 2315 lb Bearing Length 0.44 in 0.44 in BEAM DATA Cents Span Length 22 It Unbraced Length -Top 0 ft Unbraced Length -Bottom 22 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Base Values Adiusted Bending Stress: Fb = 2900 psi Fb' = 2903 psi Cd=1.00 CF=1.00 Shear Stress: Fv = 290 psi Fv' = 290 psi Cd=1.00 Modulus of Elasticity: E = 2000 ksi E= 2000 ksi Comp.-Lto Grain: Fc- 750 psi Fc --L= 750 psi Controlling Moment: 19051 ft-lb 11.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -2221 lb At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Rec'd Provided Section Modulus: 78.74 in3 164.52 in3 Area (Shear): 11.49 in2 83.13 in2 Moment of Inertia (deflection): 654.22 in4 976.83 in4 Moment: 19051 ft-lb 39805 ft-lb Shear: -2221 lb 16071 lb page Kenneth Brown / Kenneth Brown and Co. 25401 Cabot Rd. #207 m Laguna Hills, CA. 92653 Uniform Live Load 40 plf Uniform Dead Load 40 plf Beam Self Weight 26 plf Total Uniform Load 106 plf POINT LOADS - CENTER SPAN Load Number One Live Load 1100 Ito Dead Load 1198 Ito Location 11 ft Project: nowparast Location: RB-5 Roof Beam [2010 California Building Code(2005 NDS)] 3.51N x 9.251N x 12.5 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 173.0% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.14 IN U1051 Dead Load 0.16 in Total Load 0.31 IN U491 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 :: REACTIONS A_ B Live Load 750 lb 750 lb Dead Load 854 lb 854 Ito ' Total Load 1604 lb 1604 lb Bearing Length 0.61 in 0.61 in BEAM DATA Span Length 12.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 4 :12 Roof Duration Factor 1.15 2.0E Parallam - iLevel Trus Joist Base Values Adjusted Bending Stress: Fb = 2900 psi Fb' = 3433 psi Cd=1. 15 CF=1. 03 Shear Stress: Fv = 290 psi Fv' = 334 psi Cd=1. 15 Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp.-L to Grain: Fc-1= 750 psi Fc-L'= 750 psi Controlling Moment: 5012 ft-lb 6.25 ft from left support Created by combining all dead and live loads. Controlling Shear: -1411 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 17.52 in3 49.91 in3 Area (Shear): 6.35 in2 32.38 in2 Moment of Inertia (deflection): 84.56 In4 230.84 in4 Moment: 5012 ft-lb 14278 ft-lb Shear: -1411 Ito 7198 lb page Kenneth Brown Kenneth Brown and Co. 25401 Cabot Rd. #207 m Laguna Hills, CA. 92653 StruCalc Version 8.0.111.0 2/13/2012 10:34:21 AM LOADING DIAGRAM - 12.5 k - ROOF LOADING Side One: Roof Live Load: LL = 20 psf Roof Dead Load: DL = 20 psf Tributary Width: TW = 6 ft Side Two: Roof Live Load: LL = 20 psf Roof Dead Load: DL = 20 psf Tributary Width: TW = 0 ft Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 75 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 12.5 ft Beam Self Weight: BSW = 10 plf Beam Uniform Live Load: wL = 120 pit Beam Uniform Dead Load: wD_adj = 137 pif Total Uniform Load: wT= , 257 plf LATERAL SEISMIC ANALYSIS Site location is : Latitude 33.588 / Longitude -117:855 -------------- Ss = 1.744g ; S1 = 0.638g Site Class type D: -------------- Fa = 1.0 =_> Sms = Fa* Ss = 1.744 -------------- Fv = 1.5 __> Srni = Fv* S1 = 0.957 Acceleration Parameters: Sds = 0.667* Sms = 0.667* 1.744= 1.163 Sdi = 0.667* Smi = 0.667* 0.957 = 0.638 Numerical coefficient R = 6.5 (Bearing wall system with plywood shear panels) Importance factor I = 1.0---------> R/I = 6.5/1 = 6.5 Approximate fundamental period = T = Ct*(h)A3/4 = 0.020 (30)A3/4 = 0.256 second < 0.5 ---- k = 1.0 Design Base Shear: Vs = Cs*W Where Cs = Sds/(R/1) = 1.163/6.5 = 0.178 <------ Govern Cs (max) = Sdi/(R/I)*T = 0.638/(6.5*0.256) = 0.384 Cs (min) = 0.044*Sds*I = 0.044*1.163*1 = 0.051 or = 0.5*Si/(R/1) = 0.5*0.638/6.5 = 0.049 >> Vs = 0.178*W-------- Strength Design >> Vs = 0.178*W/1.4 = 0.127*W ------ Allowable Stress Design (ASD) Redundancy: p = 1.30 >>> Vs = 0.178*W*1.3 = 0.231*W (ASD) Rdl Part Fdl Part Vs = 0.231 *( 20 + 8 + 0 + 0 ) = 6.46 psf WIND ANALYSIS: Basic Wind Speed = 85 mph --- 3 second gust Assume transverse load direction at 20 govern: Use conservative loads Horizontal loads: Wall end and interior zone = 15.9 psf Vertical loads: Roof end and interior zone = -13.8 psf -- Ignore (less than roof dead load) Overhang end S interior ?one = -19.3 psf -- May reduce by roof dead load Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.588 Longitude =-117.855 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.744 (Ss, Site Class B) 1.0 0.638 (SI, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.588 Longitude =-117.855 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.744 (SMs, Site Class D) 1.0 0.957 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.588 Longitude =-117,855 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.163 (SDs, Site Class D) 1.0 0.638 (SDI, Site Class D) ,S ov 1 Diaphram: Ww = 15.9 psf (9) = 143 psf Gov Ws = 6.46 psf (12.5') = 81 psf Ud = 143 (12.5/2) = 893#/16 = 55 plf sw� use 3/4" T&G plywd w/ 10d@6,6,10 Chord: Shearwall Roof: C=T= 143 (25"25/9)/16 = 620# #of 16d = 620/93(1.33) = 8.8 nails use 10 - 16d@ dbl top plate splice Line SW1 Vs = 6.46 psf (7)(23) = 1040# Vw = 15.9 (7)(9) = 1001# Wall =1040/6=173plf 14 T/C = 173 (9) = 1557# HDU2-SDS2.5 Line SW2 Vs = 6.46 psf (10)(23) = 1485# Vw = 15.9 (10)(9) = 1431# Wall = 1485 plf Simp StrgWall (2) SW16x7x4 Line SW3 Vs = 6.46 psf (11.5)(7) = 520# Vw = 15.9 (11.5)(9) = 1645# Wall = 1645 / 6 = 274 plf 14 T/C = 274 (9) = 2466# HDU2-SDS2.5 Line SW4 Vs = 6.46 psf (11.5)(7) = 520# Vw = 15.9 (11.5)(9) = 1645# Wall =1645/6=274plf 14 T/C = 274 (9) = 2466# HDU2-SDS2.5 Line SW5 GIs = 6.46 psf (11.5)(10) = 742# Vw = 15.9 (11.5)(9) = 1645# Wall = 1645 / 6 = 274 plf 14 T/C = 274 (9) = 2466 HDU2-SDS2.5 Line SW6 Vs = 6.46 psf (11.5)(10) = 742# Vw = 15.9 (11.5)(9) = 1645# Wall = 1645 / 6 = 274 plf 14 T/C = 274 (9) = 2466 HDU2-SDS2.5 Prescriptive Certificate of Compliance: CF-1 R ADD Residential Additions (Page 1 of 5 Site Address: Enforcement Agency: Date: i v 3'� God U Jr , Z as General Information Project Name Climate Zone q i # of Stl ries W 4' Building Type% Single Family ❑ ulti Family Circle the Front Orientation: E S, W or Degrees Conditioned Floor Area of Addition New Addition Size: ❑ Less than or equal to 100 ft- W Less than or equal to 1000 it (CFA): (Do not use this form for additions greater than 1000 ) - NOTE: For Alterations to an existing home, submit a completed CF-IR-ALT Form. Exception: Existing HVAC systems that are re laced or altered to serve the addition may be included on the CF-IR -ADD Form. Prescriptive Envelope Re uirements for Additions Option 1: Use Option I for standard wood and assemblies meetine the Cavity R-value only. For all other use Option 2. . For 100 ft' additions, the Proposed values must be equal or greater than the Standard column or when indicated when using Package D, "Pkg D ". Enter all values in the Proposed Columns. . For less than 1,000 flt additions must comply with 'Pkg D" requirements unless indicated in the Standard Column. To meet "Pkg D" minimum encrly compliance re uirements, see RCHAppender B, Table 151-C. Or §151 (b in the RCM Enter all values in the Proposed Columns. Size of Addition 100 ft2 or less Less than 1,000 W Component Standard Comment Standard Comment Ceiling Insulation R-19 Minimum Pkg D 9 Table 151-C Wall Insulation R-13 Minimum R-13 Minimum Floor Insulation R-13 Minimum Pkg D Table 151-C U- U- Fill out Fenestration factor SHGC Enter Proposed P factor SHGC Fenestration Proposed Areas 0.40 Pkg D 0.40 Pkg D , 4,10 , Ll o values then Skip Over Below Fill out To Roofing Package D (20% Additional Maximum Glazing z 50 ft z ft Products Q g'd WAllowed Area � BelowofCFA)+Glass Removed a Fenestration Areas Below Radiant Barrier N/A Pkg D Table 151-C Roofing Pkg D See Roofing Products Below Pkg D See Roofing Products Below O ague Surface Details For the furred portioned of Mass Walls see Furring Strips Construction Table below. A B C D E F G H I J Proposed Ni,U Standard Values From JA4 Table Framing Thickness, Framed Continuous JA4 Proposed Tag/ Assembly Name Material Spacing, U- JA4 Table Cavity insulation Assembly Assend d ID' or T el and Size or Other" factor° Numbers R-value' R-Valuet Cell Values U-factor 'Z � en G k Note: Far furred assemblies, accountingfor Continuous Insulation R-value, see Page JA4-3 and Equation 4-1. For calculatingfurred walls use the Mass and Furring Construction table below. 1. For Tag/ID indicate the identification name that matches the building plans. _ 1. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc... indicate the Frame type and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4, 1x6, or etc... see JA4for other possible frame type assemblies. 3. Enter the thickness for mass in inches or Spacing between framing members enter, 16 "or 14 "OC; or Other for all other assembly description such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel and etc.... 4. Based on the Climate Zone; enter the Standard U factor from Table 151- Cfor each different assembly Name or type. 5. Enter- the Table number that closely resembles the proposed assembly. 6. Enter the R-value that is being installed in the wall cavity or between the framing; otherwise, enter "0 ". '. Enter the Continuous Insulation R-value for the proposed assembly,- otherwise, enter "0 ". ,i. Fnier the row and columm of the U factor value has on Column F Table Number and enter due Assembly U factor in Column J. 9. The Proposed .4.ssemb/y U floor, Column J, must he equal to or less than the Standard G facto in Column E to comply. Registration Number: Regisa'alion Dare/Tlow 200R Residevinal Compliance Founts HERS Provider. Atntaust 2009 Prescriptive Certificate of Compliance' CF-I R ADD Residential Additions (Page 2 of 5 Site Address: Enforcement Agency: Date: f I cm Z'v)-P�.—v I of Furring Strips Construction Table for Mass Walls O 31 A 6 C D E F G H I J K L M Proposed Properties of Masonry and Concrete Added Interior or Exterior Insulation Walls From Reference in Furring Space from Reference Joint Appendix Table 4.3.5, 4.3.6, 4.3.7 Joint A endix Table 4.3.13 U T j C ; v � T y Assembly iY � G 2.� L u T u v� c ? .E ?�� "N' Final Assembly Mass Name or JA4 Table ' m d a o i v —' Q> u> U-factorb'' Comment Thickness Type' Number' I 1. Indicate the Mass Thickness from Reference Joint Appendix JA. .Indicate the Assembly Name or type: Roof/Ceiling, fValls, Floors, Stabs, Crawl Space, Doors and etc_.Indicate the Frame type and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or etc... see J44 for other possible frame type assemblies. . Enter the Table number that closely resembles the proposed assembly. 4. Enter the row and column of the Ufactor value. . Enter the Effective R-value listed in the JA4 Table Number. 6. The Final Assembly is calculated by using Equation 4-1 or Equation 4-4 of the Reference Joint Appendix JA4. Enter the value in Column L. 7. Thethe Final Assembly U- actor value back on to the Opaque Surface Details table in Column J. FENESTRATION PROPOSED AREAS ' Fenestration Type and Frame Window, Glass Door or S li t Orientation (North, East, South, West PropsedArea� fl U-factorZ' Maximum Maximum SHGC' ' NFRC or s Default Values -YVC b ' L10 0 Total % 1. Fenestration area is the area of total glazed product (i.e. glass plus frame). Exception: When a door is less than 50% glass, the fenestration area may be the glass area plus a "2 inch frame" around the glass. 2. Enter valuefrom Component Package D Requirements in Table 151-C p 3. Actual fenestration products installed and as indicated in CF-6R-ENV Form shall be equivalent to or have a lower U-factor and/or a lower SHGC value than that specified on the CF-I R ADD Form. 4. Submit a completed WS-31? Form if a reduced SHGC is calculated with exterior shading. S.applicable at this stage enter "NFRC" or NFRC Certified windows or CEC "Default" valuesfound in Table 116-A or B. 1 Re+istralion NumberRe isi"Mon Dul"Time: HERS Pros irlcr: 'DOb Re iderm rl Compliance Furors August 2009 Prescriptive Certificate of Compliance: CF-I R ADD Residential Additions (Page 3 of 5) Site Address: Enforcement Agency: Date Ccs ADDITION ALLOWED FENESTRATION AREAS A B C D E P CFA of Allowed% Allowed Area Area z Removed Total Area Allowed Proposed Area '° P Addition oCCFA (A x B) ftz + D (Table .46ove) ftz (C Total Fenestration Area Zs L> L O West Fenestration Area .05 > (Required In CZ's 2, 4 & 7 -15 1. West Fenestration Area includes west -sloping skylights and any skylights with a pitch less than 1: 12. 2. West facing glazing area removed cannot be "counted" ooice. " In order to distribute the west glazing area removed to the other orientations, input the west glazing area removed in the Total Fenestration Area row, column D. 3. Include the Proposed Area of the West facing fenestration in both Area columns below. 4. To meet compliance, the Proposed Area must be less than or equal to the Total Allowed Area for BOTH the Total and West Fenestration Areas. ROOFING PRODUCTS (COOL ROOFS) §151(011 Check applicable box below if the roof addition is exempt from the roofing product "Cool Roof' requirements. Note: if any one of the boxes are checked below, the Aged Solar Reflectance and Thermal Emithince requirements for roofing products in §118(i) are not applicable. Do not fill table below. ❑ Roofing compliance Not Required in Climate Zones 1-12, 14, and 16 with a Low Slope. Less or 2:12 pitch. ,Roofing compliance Not Required in Climate Zones I through 9 and 16 with a Low -Sloped. Roofs pitch greater than 2:12 and product weight less than 5lb/ft2. ❑ Roofing area covered by building integrated; photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria ❑ Roof constructions that have thermal mass over the roof membrane with at least 25 Ib/ft' is exempt from the above Cool Roof criteria. )te: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, check ate applicable box below if Exempt from the Roofing Products "Cool Roof' Requirement: Roof Slope Product Weight Product Aged Solar Thermal CRRC Product ID Number < 2:12 > 2:12 _❑ < 5lb/ft> 51b/ft2 — z Refectance3'4 Emittance SRIS ❑ i ❑ ❑4 ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑4 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www coolroo(s ore/nroductslsearch vho 2. Indicate the type of product is being used for the roof top, i.e. single -ply roof, asphalt roof, metal roof, etc. . If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.240.7(pMatvt-0,2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance. . Check box if the Aged Reflectance is a calculated value using the equation above. 5. Calculate the SRI value by using the SRI- Worksheet at him 11www energy ca govlude,24/ and enter the resulting value in the SRI Column above and attach acopy of the SRI- Worksheet to the CF-IR. o apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: ❑ Aluminum -Pigmented Asphalt Roof Coating ❑ Cement -Based Roof Coating ❑ Other Re niranun Number _ RcQ,,I,,ni i OW, '1 irn, 111iKS Provider': _ _004 RcsId, 'nn 1/ (brnp(i,mt r I otlnv :lll,Rlal 1009 Prescriptive Certificate of Compliance: CF-1R ADD Residential Additions (Page 4 of 5 Site Address: Enforcement Agency: Date: HVAC SYSTEMS - HEATING G Du t or Configuration Heating Equipment Type and Capacity""' Minimum Efficiency AFUE or HSPF Distribution Type and Location° Piping Insulation R-Value Thermostat Type (Central, Split, Space, Package or H dronic 1. Indicate Heating Tvpe (Central Furnace, Wall Furnace, Heat pump, Boiler, Electric Resistance, etc.) 2. Electric resistance heating is allowed only in Component Package C, or except where electric heating is supplemental (i. e., if total capacity < 2 KW or 7,000 Btu/hr electric heating is controlled by a time -limiting device not exceeding 30 minutes). See §151(b)3 exception. 3. Refer to the HERS Verification section on Pages 3 and 4 of the CF-IR-ADD Form for additional requirements and check applicable boxes. 4. Indicate Type or Location (Ducts, H dronic in Floor, Radiators, etc. HVAC SYSTEMS - COOLING [i Configuration Cooling Equipment Type and Capacity" Minimum Efficiency (SEERIEER or COP) Distribution Type and Location' Duct or Piping Insulation R-Value Thermostat Type (Central, Split, Space, Package or H dronic) 1. Indicate Cooling Type (A/C, Heat pump, Evap. Cooling, etc). 2. Refer to the HERS Verification section on Pages 3 and 4 of the CF-I R-ADD Form for additional requirements and check applicable boxes. 3. Indicate Type or Location (Ducts, H dronic in Floor, Radiators, etc. WATER HEATING , /. W� NJ glj %� 07 dronic heating. Individual dwelling DHW heaters must be List water heaters and boilers for both damesu of water (D ) hea rs and h space gas or propane fired, and may not exceed 50 gallons. Hot water pipe insulation from the DHW heater to the kitchens) and on all underground hot water pipes is required in all com onent acka es in all climate zones. External Tank Water Heater Type/Fuel Distribution Type Number In Tank Energy Factor or Insulation T Standard, ReeinailatingfSystem Capacity al Thermal Efficient R-Value' L Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc.) 2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of§150(n). The Prescriptive requirements do not allow the installation of a recirculating water heating systemfor single dwelling units. 3. The water heating tank and i es shall be insulated to meet the requirements o 150 ' . SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These items may require written justification and documentation and special verification. Radiant Barrier (Roof) '0 YES ❑ NO YES: Required in Climate Zones 2, 4, and 8-15 for additions larger than 100 ft. Slab Edge (Perimeter) Insulation ❑ YES F9 NO YES: In Climate Zone 16 under Component Packa a D, R-7 insulation is required. Heated Slab Insulation ❑ YES NO YES: Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation ❑ YES M NO YES: In Climate Zones 1, 2, 11, 13, 14 & 16 R-8 insulation is required, and in Climate Zones 12 & 15 R-4 insulation is required under Component Package D. Thermal Mass - To obtain Compliance Credit for the installation of thermal mass, use the Performance Approach. Re is(ration Nurnbe,, Regi,oation Dun,Timr- IIERSP,,mder: 004 Residential Compliant Fnrrns. tugma 7009 Prescri tive Certificate of Compliance: CF-1 R ADD Residential Additions _ _(Page 5 of 5) Site Address: Enfm-cemenf Agency: Dale: ' HERS VERIFICATION SUMMARY - The enforcement agency should pay special attention to the HERS Measures specified in this checklist below. A completed and signed CF-4R Form for all the measures specified shall be submitted to the building inspector before final inspection. Duct Sealing & Testing HERS verification is required for oils measure. ❑ YES ($ NO YES: In all Climate Zones, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the addition alone, the ducts are to be sealed and tested per § 151(I)10. ❑ YES 4l NO YES: in Climate Zones 2 and 9-16, if more than 40 linear feet of new or replacement ducts are installed in unconditioned space to serve the addition, the ducts are to be sealed and tested per § 152(b)I D. ❑ EXCEPTION: Existing duct systems that are extended, which are constructed, insulated or sealed with asbestos. ❑ YES iW NO YES: In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, the ducts are to be sealed and tested per § 152(b)1 E. - ❑ EXCEPTION: Duct systems that are documented to have been previously sealed confirmed through HERS verification in accordance with procedures in the Reference Residential Appendix RA3. ❑ EXCEPTION: Duct systems with less than 40 linear feet in unconditioned space. ❑ EXCEPTION: Existing ducts stems constructed, insulated or sealed with asbestos. Refrigerant Charge - Split System HERS verification is required for this measure. ❑ YES gd NO YES: In Climate Zones 2 and 8-15, if newly ducted split A/C or heat pump is installed to serve the addition alone, a refrigerant charge measurement shall be verified per § 151(07A. �-�/ ❑ qI YES NO YES: in Climate Zones 2 and 8-15, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, a refrigerant charge measurement shall be verified per 152(b)I F. Central Fan Integrated Ventilation System - Airflow and Fan Watt Draw - do not apply for additions 1,000 fe or less. Ducted Split Systems - Air Conditioners and Heat Pumps: Airflow and Fan Watt Draw HERS verification is required. ❑ YES 9 NO YES: In Climate Zones 10 through 15, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the addition alone, the airflow, and fan watt draw shall be verified per § 151(f)7B. 3 YES '6 NO YES: In Climate Zones 10 through 15, if the existing space -conditioning system (HVAC equipment and ducting) is replaced and will serve the addition, the airflow, and fan watt draw shall be verified per § I52(b)1 F. Documentation Author's Declaration Statement ' • I certify that this Certificate of Compliance documentatio accurate lete. Name: NET Sign Company: � � 14 Da S U � N Address: Zrgq ��"`:4 CEA r ❑ CEPE If Applic ble #) (Certific tion :30"asCR9ZG53 City/state/zip: (9?-- So 49 Responsible Building Designer's Declaration Statement • 1 am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliancereonforrn to the requirements of Title 24, Parts I and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and sp cific submitted to the enforcement agency for approval with this building ermit application. Name:�//�,�� .,,,\ r�N�� U. BqOV-) Sig lure: Company: KF NN�T11 (4. FLt,00 Comp Date: U Address: License: City/State/Zip: c� az�53 Phone: o48sso l c�o VU For assistance or questions regarding the Energy Standards, contact the Energy f/otline at: 1-800-772-3.100. ltc >eetralion Ahrmber-; Kcpirrrariun (7we%l�imc _._ 11E2S'I'rurrc cr: ZOOS Rrcidrrvr rl <,mipli rnt c Fw m, .drrt u.el 2009 Mandatory Measures Summary MF-1R Residential (Pa e 1 of 3) Site Address: Enforcement Agency: Date: NOTE. Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed at the Certificate of Compliance (CF-IR, CF-IR-ADD, or CF-IR-ALT Form) shall supersede the items marked with an asterisk(*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicablefeatures shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-IR Form with plans. DESCRIPTION Building Envelope Measures: 116(a) I: Doors and windows between conditioned and unconditioned s aces are manufactured to limit air leakage. I 1 a 4: Fenestration pro ucts except re - a near a winows aveeaMel listing Lne ceruilea U-IIHUMT' Certified SHGC), and infiltration that meets the requirements of § 10-11 I la). § 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. § 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R For. §I 18(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of § 118(1) when the installation of a Cool Roof is specified on the CF-I R Form. *§ 150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§ 150(c): Minimum R-13 insulation in wood -frame wall or equivalent U-factor. *§150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U-Factor. § 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E 1677-95(2000) when specified on the CF-1 R Form. § 150(g): Mandatory Vapor barrier. installed in Climate Zones 14 or 16. § 150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no eater than 2.0 permlinch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150(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 with a readily accessible, o rable, and tight -fitting dam er and or a combustion -air control device. § I50(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor au is vented to the outside of the building, are prohibited - Space Conditioning, Water Heating and Plumbing System Measures: § 1 l0-§ 113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow -prevention, pump isolation valve, and recirculation 1002 connection requirements of § 113(c)5. - § 115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot li bts that consume less than 150 Btuflu are exempt , and pool ands a heaters. § 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). § 1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)IB: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. § 1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. § 1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. § 1506)2: Pipe insulation for steam hydronic heating systems or hot water systems > 15 psi, meets the requirements of Standards Table 123-A. § 1500)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. § 150Q)3A: Insulation for chilled water piping and reftieerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space_ 3005 Residential Compliance Fors Au'ctr'r -,,, Mandatory Measures Summary MF-1R Residential (Pare 2 of 3) Site Address: Enforcement Agency: Date: J-/ 150604: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. I Ducts and Fans Measures: § 150(m) I: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. if mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or toe shall be used § 150(m) I : 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 coin ressed to cause reductions in the cross -sectional area of the ducts. 150 m 2D: Joints and seams of duct systems and [ heir components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw ban s. § I50(m)7: Exhaust fan systems have back draft or automatic dampers. § I50(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § 150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. § I50(m)l0: Flexible ducts cannot have porous inner cores. § 150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: § 114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater, a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. § 114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and remm lines, or built-up connections for future solar heating § 114(b)2: Outdoor pools or spas that have a heat punr or gas heater shall have a cover. § 114(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 programmed to rnn only during off-peak electric demand ptiriods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: §150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy lunamaire as specified by § 150(k)2. § 150(k)3: The wattage of permanently installed luminaires shall be determined as specified by § 130(d). § I50(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. § 150(k)5: Permanently installed night lights and night lights integral to a permanently installed lummaure or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line -voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by § 130(d), and shall not contain a medium screw -base socket. § 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of § 150(k). §150(k)7: All switching devices and controls shall meet the requirements of §d50(k)7. - § I50(k)8: A minimum of 50 percent of the total rated wattage of permaaently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft or 100 watts for dwelling units larger than 2,500 ti' may be exempt from the 5091. high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. § 150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. § 150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacv. August 100` 200,b Residentialr Compliance Foms r Mandatory Measures Summary MF-1R Residential (Page 3 of 3) Site Address: Enforcement Agency: Date: EXCEPTION I: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupant sensor. § 150(k)1 I: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luminaires. EXCEPTION I: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of § 119, or by a manual -on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §I50(k)]1. § I50(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then at 75 Pascals when tested in actor ante wtt ; an a sea een e ummaae housing t etw and ceiling, § I50(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exception to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. § 150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to § 130(d). § 150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146 § 150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of § 119. 2008 Reeidewiol ( onplimrcc Furors August 2001.