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Home My WebLink AboutB16-0692 000-000-000JAStructural\Design Data - Residential.doc DESIGN DATA Code used: 2013 California Building Code Floor loading: Live loads: Uninhabitable attics w/o storage: 10psf Uninhabitable attics w/ limited storage: 20psf Habitable attics and sleeping areas: 30psf All others except balconies and decks: 40psf Dead load -10lbs/square foot Roof loading: Live loads: 20lbs/SF Dead loads: Typical roof-14lbs/SF Composition shingles or metal roof Wind loading: Basic 3 -second gust wind speed (mph) 110 Wind importance factor, 1 1.00 Wind exposure category C Internal pressure coefficient, GCpi Seismic: Seismic importance factor, 1. 1.00 Mapped spectral response acceleration; Ss 0.70 S] 0.25 . Site class D Design spectral response coefficients; SDS 0.579 SD 1 0.317 Seismic design category D Basic seismic -force -resisting system(s) Bearing wall system - plywood shearwalls Seismic response coefficient(s), Cs 0.089 Response modification factor(s), R 6.5 Analysis procedure; Equivalent lateral force procedure 2 Simplified Envelope Procedure Per ASCE 7-10, Chapter 28. 1. Risk category 2 (table 1.5-1) 2. Basic wind speed:. 110 mph (figure 26.5-1A) 3. Exposure: C (section 26.7) 4. Kzt = 1.0 (section 26.8) 5. X = 1.29 (figure 28.6-1) { 6. Roof slopes: 26.570 (6/12) r 7. Mean roof height: 20 ft. PS = X K -A POO ( eq. 28.6-1) Wind Pressures ` Roof internal zone: (8.32 psf) (.6) = 4.99 psf Roof end zone: (9.46 psf) (.6) = 5.67 psf Wall internal zone: (22.37 psf) (.6) = 13.42 psf Wall end zone: (30.09 psf) (.6) = 18.05 psf V) Cl) Wl wriiw www rmx cn cn Cl) (DoG L7 OC Y N ^C1� C ( N N N leo i�c� 7 y' L /�� ►� / i? Obi G -e v� c C p o� i f� �. e �c r 3t, w^ vo " � Ct � � V`G GZ !!i� G Com✓`-� Gl/�I "'� (�7'"l �. f>"�' �-y LINE R = (e !�. HALLS= 4, ( ": i C • eL- SHEARWALLS GDX p ly. w/ ad's ® ,12 o.c. ❑ 5 coat plaster ❑ ( ) gyp. bd. w/ ( )@ ( ), AT ALL SUPPORTS, BLOCKED ANCHOR BOLTS ❑ GBG specified Y2" 4> a.b.'s @ 6-0" o.c. w/ min. (2) a.b.'s per wall is adequate ❑ Y2" (P anchor bolts @ O.C. A35 / RBC ❑ RBC's @ 0.6. ❑ ❑ NONE REa V OVERTURNING _,g `f 6 F l2� i 17 � � �! Cot/z� - _ C-) �l `�- ❑ No ho ldown's recL'd.-, 1 0516 Holddown Straps to-R"2--=3[er below ❑ Portal Frame w/ "Simpson" 5T6224 straps from 4x post to continous header. ❑ HDU2, 55TB16 @ Single pour, 55TB20 @ 2 Pour ❑ HDU4, 55TB20 @ Single pour, 55TB24 @ 2 Pour COLLECTOR / CHORD ❑ ( ) 16d's per top p splice, ❑ G516 strap splices ❑ 5T6224 strap splices 1771 Drag Truss Project: Location: RIDGE BEAM Roof Beam [2012 International Building Code(2012 NDS)] 5.25INx11.875INx17.7FT Versa -Lam 3100 Fb - Boise Cascade Section Adequate By: 114.0% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.27 IN U783 Dead Load 0.28 in Total Load 0.55 IN U385 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 1593 Ib 1593 Ib Dead Load 1645 Ib 1645 Ib Total Load 3238 Ib 3238 Ib Bearing Length 0.82 in 0.82 in BEAM DATA Span Length 17.7 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES Adjusted Beam Length: Versa -Lam 3100 Fb - Boise Cascade 17.7 Base Values Adjusted Bending Stress: Fb = 3100 psi Fb' = 3880 psi Cd=1.25 CF=1.00 Roof Dead Load: _ Shear Stress: Fv = 285 psi Fv' = 356 psi Cd=1.25 psf Modulus of Elasticity: ' E= 2000 ksi E'= 2000 ksi Comp. -L to Grain:' Fc -1= 750 psi Fc - J-= 750 psi Controlling Moment: 14329 ft -Ib Total Uniform Load: 8.85 ft from left support 366 Created by combining all dead and live loads. LL = Controlling Shear: 3238 Ib psf At support. DL -= Created by combining all dead and live loads. psf Comparisons with required sections: Read Provided Section Modulus: 44.32 in3 123.39 in3 Area (Shear): 13.63 in2 62.34 in2 Moment of Inertia (deflection): 342.33 in4 732.62 in4 Moment: 14329 ft -Ib 39891 ft -Ib Shear: 3238 lb 14807 lb page StruCalc 9.0 / StruCalc Version 9.0.1.3 3/22/2016 2:32:06 PM of Side One: Adjusted Beam Length: Ladj = 17.7 Roof Live Load: LL = 18 psf Roof Dead Load: _ DL= 15 psf Tributary Width: TW = 5 ft Side Two: Total Uniform Load: WT = 366 Roof Live Load: LL = 18 psf Roof Dead Load: DL -= 15 psf Tributary Width: TW = 5 ft Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 177 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 17.7 ft Beam Self Weight: BSW = 18 plf Beam Uniform Live Load: wL = 180 plf Beam Uniform Dead Load: wD_adj = 186 Of Total Uniform Load: WT = 366 plf page Project: I I StruCalc 9.0 Location: RIM JOIST SUPPORTING RIDGE BEAM StruCalc Version 9.0.1.3 3/22/2016 2:42:09 PM / Multi -Loaded Multi -Span Beam or [2012 International Building Code(2012 NDS)] 1.75 IN x 11.875 IN x 6.2 FT Versa -Lam 3100 Fb - Boise Cascade Section Adequate By: 142.6% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN U2371 Dead Load 0.03 in Total Load 0.06 IN U1173 Live Load Deflection Criteria`: U360 Total Load Deflection Criteria: U240 REACTIONS A_ B Live Load 951 Ib 951 Ib Dead Load _ 965 Ib 965 Ib Total Load 1917 Ib 1917 Ib Bearing Length 1.46 in 1.46 in BEAM DATA Center ��+*•� " °` Span Length 6.2 ft Unbraced Length -Top 0 ft 6.2 ft Unbraced Length -Bottom 6.2 ft Live Load Duration Factor 1.25 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 50 plf Versa -Lam 3100 Fb - Boise Cascade Uniform Dead Load 40 plf Base Values Adjusted Beam Self Weight 6 plf Bending Stress: Fb =, 3100 psi Fb' = 3880 psi Total Uniform Load 96 .plf Cd=4.25 CF=1.00 Shear Stress: Fv = 285 psi Fv' = 356 psi - POINT LOADS -'CENTER SPAN Cd=1.25 • Load Number One Modulus of Elasticity: E 2000 ksi E'= 2000 ksi Live Load 1593 Ib Comp.1 to Grain: - Fc -1= 750 psi Fc --L=. - 750 psi Dead Load 1645 Ib Location 3.1 ft ` Controlling Moment: 5480 ft -Ib 3.1 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -1917 Ib t ! 6.0 Ft 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: 16.95 in3 41.13 in3 Area (Shear): 8.07 in2 20.78 in2 Moment of Inertia (deflection): 49.95 in4 244.21 in4 Moment: 5480 ft -Ib 13297 ft -Ib ' Shear: -1917 lb 4936 Ib t Project Location: UPSTAIRS SLIDING GLASS DOOR HEADER Multi -Loaded Multi -Span Beam [2012 International Building Code(2012 NDS)] 3.5 IN x 11.25 IN x 6.2 FT #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 38.6% Controlling Factor: Moment StruCalc 9.0 page StruCalc Version 9.0.1.3 3/22/2016 2:41:03 PM DEFLECTIONS Center Read LOADING DIAGRAM Section Modulus: Live Load 0.02 IN U3225 73.83 in3 Area (Shear): 12.83 int Dead Load 0.02 in Moment of Inertia (deflection): 62.61 in4 415.28 in4 Total Load 0.05 IN U1592 5492 ft -Ib 7614 ft -lb Shear: Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 5906 lb REACTIONS A B Live Load 951 Ib 951 Ib Dead Load 973 Ib 973 Ib Total Load 1924 Ib 1924 Ib Bearing Length 0.88 in 0.88 in . . _ _ _R. BEAM DATA Center F-:=-� `,, •: + ,.� �� p Span Length 6.2 ft Unbraced Length -Top 0 ft 6.2ft Unbraced Length -Bottom 6.2 ft Live Load Duration Factor 1.25 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center #2 - Douglas -Fir -Larch Uniform Live Load 50 plf Uniform Dead Load 40 plf Base Values Adjusted Beam Self Weight 9 plf Bending Stress: Fb = 900 psi Fb' = 1238 psi Total Uniform Load 99 plf Cd=1.25 CF= 1.10 Shear Stress: Fv= 180 psi Fv' = 225 psi POINT LOADS - CENTER SPAN Cd=1.25 Load Number One Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Live Load 1593 Ib Comp. -L to Grain: Fc -1 = 625 psi Fc - L' = 625 psi, Dead Load 1645 Ib Location 3.1 ft Controlling Moment: 5492 ft -Ib 3.1 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 1924 Ib At 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: 53.26 in3 73.83 in3 Area (Shear): 12.83 int 39.38 in2 Moment of Inertia (deflection): 62.61 in4 415.28 in4 Moment: 5492 ft -Ib 7614 ft -lb Shear: 1924 lb 5906 lb • M Project: yt`�F1S'zGregory A Peitz, Architect T Location: FLOOR JOISTS z Multi -Loaded Multi -Span Beam [2015 International Building Code(2012 NOS)] - 1_75 IN x 9.51N x 21.6 FT (3.7+. 13.7 + 4.2) r ti Versa -Lam 3100 Fb -Boise Cascade - i ; StruCalc Version 9.0.2.5 3115/2016 11:05:53 PM Section Adequate By: 12.6% .� Controlling Factor: Deflection ch DEFLECTIONS Left , Center UNIFORM LOADS Right Center Live Load -0-22 IN 20406 025 IN U648 -025 IN 20406 'Dead Load -0.03 in '0.05 in -0.03 in =. plf Total Load -025 IN 20354 0.30 IN U547 -0.28 IN 20362 Live Load Deflection Criteria: 0360 Total Load Deflection Criteria: 0240 REACTIONS A B plf 20 plf 20 ptf Live Load 884 tb 936 lb _ Dead Load 259 Ib 278 Ib ' • 5 plf 5 plf Total Load 1143 lb 1214 Ib Bending Stress: - Fb =' 3100 psi FtY = 1257 psi - Bearing Length 0.87 in 0.92 in ptf 105 plf � -105 pif - ' BEAM DATA Left, ' Center Right Cd=1.00 Ct-O 40 CF= 1.03 Span Length f 3.7. ft 13.7 ft 4.2 It ' Unbraced Length -Top 0 It O ft O ft , Shear. Stress: Fv = ., 285 psi Fv' = 285 psi Unbraced Length -Bottom 3.7 ft 13.7 It 4.2 ft Live Load Duration Factor 1.00 N Deof th 0 Oa Cd=1.00 _ .. p UNIFORM LOADS Left Center Right MATERIAL PROPERTIES Uniform Live Load 80 plf 80 plf 80 ptf Versa -Lam 3100 Fb - Boise Cascade p _ Uniform Dead Load 20 plf 20 plf 20 ptf ' Base Values Adiusted Beam Self Weight 5 °plf • 5 plf 5 plf r Bending Stress: - Fb =' 3100 psi FtY = 1257 psi - Total Uniform Load 105 ptf 105 plf � -105 pif - ' , Cd=1.00 Ct-O 40 CF= 1.03 Shear. Stress: Fv = ., 285 psi Fv' = 285 psi Cd=1.00 _ .. Modulus of Elasticity: E _ {�' 00 ksi E' = r 2000 ksi.� 20 Comp. -L to Grain: . , Fc -LL.= 750 psi - Fc - J- = , 750 psi ► - �' • _ - c r « _ Controlling Moment: -925 ft -lb' . ' TMV't F't� f' # � } 13.7 Ft from left support of span 2 (Center Span) `• , - a .. Created by combining all dead loads and live loads on span(s) 2,'3 Controlling Shear: -773 Ib ' ? ` 14.0 Ft from left support of span 2 (Center Span) a ' Created by combining all dead loads and live loads on sl an(s) 2, 3 Comparisons with required sections:` Reg'd' Provided ♦ , i Section Modulus: 8.83 in3 26.32 in3 ' Area (Shear): 4.07 int 16.63 int r ti Moment of Inertia (deflection): 111.07 in4 125.03 in4 Moment: -925 ft -Ib 2757 ft -Ib Shear: -773 Ib 3159 Ib NOTES : Project ` •�'1 Jg`f Gregory A Peitz, Architect - vase Location: BEDROOM WINDOW HEADER SUPPORTING NEW FLOOR JOI ' Multi -Loaded Multi -Span Beam [2015 International Building Code(2012 NDS)],;;_ 3.5 INx1125INx7.2FT e #2 Douglas -Fir -Larch - Dry Use StruCalc Version 9.0.2.5 \ 3/15/2016 11:09:30 PM Section Adequate By: 31.2% - Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN 1-12029 Dead Load 0.02 in Total Load 0.07 IN U1325 _ Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 . REACTIONS A B Live Load 1685 lb',' 1685 m , Dead Load 895 lb 895 Ib ' Total Load 2580 Ib 2580 Ib - Bearing Length 1.18 in 1.18 in - BEAM DATA Center f Span Length + e ' Unbraced Length -Top -0 ft.zzft A . t _ Unbraced Length -Bottom 72 ft _ Live Load Duration Factor 1.00 < ' Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center Uniform Live Load 468 pf #2 - Douglas Douglas -Larch Uniform Dead Load 240 plf ' Base Values Adidsted Beam Self Weight9 plf Bending Stress: Fb = 900 psi FlY = 990 psi �:. Total Uniform Load `•'717, plf "' r -'GdCF=1.10 Shear Stress. Fv = ' 180 psi Fv' _ 180 psi Cd=1.00 Modulus of Elasticity:" E= 1600 ksi E'= 1600 ksi ' Comp. -L to Grain:' Fc =,1= 625 psi Fc --L=' 625 psi - r Controlling Moment: 4643 ft -Ib w 3.6 Ft from left support of span 2 (Center Span) _ Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -2580 Ib 7.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on spans) 2 Comparisons with required sections: Rea'd Provided ":' ^ ' *` - • l Section Modulus: 56.28 in3 73.83 in3 °' e Area (Shear): 21.5 int 39.38 int Moment of Inertia (deflection): 75.21 in4 415.28 in4 - Moment: 4643 ft -Ib 6091 ft -Ib Shear: -2580 Ib 4725 Ib NOTES. 0 STATE OF CALIFORNIA Prescriptive Residential Additions 300 F t 2 or Lessi or Additions That Do Not Require HERS Field Verification -EC-CF1 R -ADD -02-E (Revised 01/15) 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 1 of 9) Project Name: Stolp Addition - Date Prepared: 3-16-16 This compliance document is only applicable to additions 300 ft or less, or additions that do not require HERS field verification for compliance. When HERS verification is required, a CF1R-ADD-01 shall first be registered with a HERS Provider Data Registry. ' r Y y Alterations to Space Conditioning Systems that are exempt from HERS verification requirements may use the CF1R-ADD-02 and CF2R- ADD -02 Compliance Documents. Possible exemptions from duct leakage testing include: less than 40 ft of ducts were added or replaced; or the existing duct system was insulated with asbestos; or the existing duct system was previously tested and passed by a HERS Rater. If space conditioning systems are altered and are not exempt from HERS verification, then a CF1R-ADD-01 must be completed and registered with a HERS Provider Data Registry. Additions or alterations that utilize Closed Cell Spray Polyurethane Foam (ccSPF) with a density of 1.5 to less than 2.5 pounds per cubic foot having an R -value other than 5.8 per inch, or Open Cell Spray Polyurethane Foam (ocSPF) with a density of 0.4 to less than 1.5 pounds per cubic foot having an R -value of 3.6 per inch, shall complete and register a CFIR ADD -01 with a HERS Provider Data Registry. If more than one person has responsibility for installation of the items on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction for which they are responsible. Alternatively, the person with chief 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 03 Project Name: Stolp Addition 02 Date Prepared: 3-16-16 03 Project Location: 2911 Grainland Rd. 04 Building Front Orientation (deg): 270 05 CA City:' Durham 06 Number of Dwelling Units with Additions: 1 07 Zip code: 95938 oa Fuel Type: propane 09 Climate Zone: 11 10 Total Conditioned Floor Area (ft) (Addition): 404 11 ' Building Type Single Family 12 Slab Area (ft): NA 13 Project Scope: 400-700 sq. ft. CA Building Energy Efficiency Standards - 2013 Residential Compliance r PERMIT # TE BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COUNTY CODE C MPLIANCE APR 0 7 2016 DATE BY'}7. fja-- . DEVELOPMENT SE ICIQ j ~ -�--- January 2015 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification ;EC-CF1 R -ADD -02-E (Revised 01/15) 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: Stolp Addition - -3-16-16 Date Prepared: B. OPAQUE SURFACE DETAILS — Framed (Section 150.2(a)) 01 02 03 04 05 06 07 08 09 7 10 11 Tag/ID Assembly Type Frame Type Frame Frame Depth (inches) Frame Spacing (inches) Proposed , Required'— Comments Cavity R -value Continuous Insulation R -value LI -Factor Appendix 1A4 Reference LI -Factor Table Cell wall wood 4 16 13 NA NA NA NA NA only R-13 req'd Cathedral clg wood 12 24 38 NA 0.025 4.2.1 A21 0.025 CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification CEC-CFIR-ADD-02-E (Revised 01/15) 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) Project Name: Stolp Addition 3-16-16 Date Prepared: 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 U -Factor Appendix JA4 Reference U -Factor from Package A Table Cell LI -factor R -value LI -factor Table Cell R -value LI -factor R -value U -factor D. OPAQUE SURFACE DETAILS — Mass Walls (Section 150.1(c)1) 01 02 03 04 05 06 07 08 09 10 11 Tag/ID Walls Above Grade 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 U -factor CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification la CEC-CFIR-ADD-02-E (Revised 01/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF111-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: Stolp Addition - - 3-16-16 Date Prepared: 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 Ll -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 January 2015 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification CEC-CF1 R -ADD -02-E (Revised 01/15) 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 5 of 9) Project Name: Stolp Addition Date Prepared: 3-16-16 G. ROOFING PRODUCTS (COOL ROOF) (Section 150.1(c)11) 01 02 03 04 05 06 07 08 09 10 11 12 Mass Roof 25lb/ft2or 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) NO 6:12 ASR/TE asphalt Addition Type ft NA 0.20 0.75 Maximum 0.20 0.75 Calculated Maximum Calculated Maximum Ll -factor SHGC Calculated Calculated based on based on Allowed ftZ Allowed ftZ Allowed % Allowed 400-700 sq. ft. 101 120 NA 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(1)4. H. FENESTRATION/GLAZING AREAS ALLOWED (Section 150.2(a)1) 01 02 1 03 04 OS 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 ft Allowed Allowed Comments Maximum Maximum Calculated Maximum Calculated Maximum Ll -factor SHGC Calculated Calculated based on based on Allowed ftZ Allowed ftZ Allowed % Allowed 400-700 sq. ft. 101 120 NA 60 0.32 0.25 CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification CEC-CFIR-ADD-02-E (Revised 01/15) CALIFORNIA ENERGY COMMISSION 'qdo' CERTIFICATE OF COMPLIANCE CF111-ADD-02-E Prescriptive Residential Additions 300 Ft or Less, or Additions That Do Not Require HERS Field Verification (Page 6 of 9) Project Name: Stolp Addition Date Prepared: 3-16-16 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 Dynamic GlazingN, Orientation S, W, E or Roof Number of panes Proposed Fenestration z Area ft Proposed West Facing Fenestration Area ftz Proposed LI -factor Proposed SHGC Source Exterior Shading Device Combined SHGC from CF1R-ENV- 03 SGD Sliding Glass Door vinyl ------------- E 2 40 0 0.32 0.25 NFRC none 0.25 6018 tr Fixed window vinyl ------------ E 2 10 0 0.32 0.25 NFRC none 0.25 3040xo operable window vinyl ------------ E 2 12.5 0 0.32 0.25 NFRC none 0.25 2650 st operable window vinyl ------------- E 2 12.5 0 0.32 0.25 NFRC none 0.25 14 Total Proposed Fenestration Area 75 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 0 18 Maximum Allowed West -Facing Fenestration Area 60 19 Compliance Statement Total Proposed West -Facing Fenestration Area15 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 SHGC <_ Required Fenestration SHGC ® Yes ❑ No CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification CEC-CFI R -ADD -02-E (Revised 01/15) 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: Stolp Addition Date Prepared: 3-16-16 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 CF113-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 Addition existing HVAC existing house + addition ❑ a 10 b ❑ c ❑ d 0 0 0 ❑d ❑a ❑b ❑c ❑d ❑a ❑b ❑c ❑d ❑a ❑b ❑c ❑d ❑a ❑b ❑c ❑d ❑a ❑b ❑c ❑d " ❑a ❑b ❑c ❑d 0 0 ❑c ❑d ❑a 0 ❑c ❑d ❑a 0 ❑c ❑d ❑a 0 ❑c 0 ❑a 0 ❑c ❑d ❑a 0 ❑c, ❑d CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Require HERS Field Verification CEC-CFIR-ADD-02-E (Revised 01/15) 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 8 of 9) Project Name: Stolp Addition Date Prepared: 3-16-16 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 Type # 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 Loss (%) Exterior Insulation R -Value Back -Up Solar Savings Fraction NA CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 STATE OF CALIFORNIA Prescriptive Residential Additions 300 Ft2 or Less, or Additions That Do Not Reauire HERS Field Verification 61% CEC-CF1 R -ADD -02-E (Revised 01/15) CALIFORNIA ENERGY COMMISSION �120i` 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: Stole Addition3-16-16 Date Prepared: DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Sign ure: Gregory A. Peitz Company: Signature Date: Gregory A. Peitz, Architect 3-16-16 Address: CEA/ HERS Cer ' cation Identification (if ap icable): 383 Rio Lindo Ave. City/State/Zip: Phone: Chico, CA 95926 530 894-5719 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 thebuild' , 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 uded with the d um tation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designe Si ature: Gregory A. Peitz —/ --� Company: Date Signed, Gregory A. Peitz, Architect 3-16 6 Address: License: 383 Rio Lindo Ave. C21283 City/State/Zip: Phone: Chico, CA 95926 (530) 894-5719 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 January 2015 MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBIN6 LE55 THAN ONE ACRE C-10 ✓'. THE 5MPS ($EST �T PRACTICES) LISTED BELOW 1 MUST BE IN PLACE DURING THE RAINY SEASON (OCTOBER 15 r THROUGH APRIL 15) AND MAY BE R>=OUIRED AT OTHER TIMES 1 BASED ON WEATHER AND SITE CONDITIONS THROUGHOUT THE 1 1 YEAR THE BMP5 LISTED ARE MINIMUM REQUIREMENTS AND ADDITIONAL BMPS CCULD BE REQUIRED BASED ON SITE CONDITIONS. \-5EE ENLARC7ED I. STABILIZED ENTRY: PROVIDE 1 517E PLAN FOR 1 + MINIMUM 3° TO 61 FRACTURED I , NOTE5 I ROCK 50' LONG x IS' WIDE BY 6' DEEP OVER CONSTRUCTION GRADE FABRIC. f I 1 2. ALL SOILS TRACKED ONTO 1 1 PAVED ROADWAYS MUST BE I I CLEANED ON A DAILY BASIS. h4HgN STREETS ARE NET OR DURING A RAIN EVENT.THERE SHALL BE NO TRACKING OF 1 I • SOILS ONTO THE STREET. 1 1 r 3. WATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR ;+ SIDEWALKS. 4. ROCK BAGS (MINIMUM 2 PER �` I SIDW AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE 1 I tV PROJECT SITE I In5. INTERNAL FILTERS SHALL BE I PLACED INSIDE EACH DRAIN INLET. 1 /b. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. T. STABILIZE ALL DISTURBED I SOILS IN THE FRONT YARD I AREAS WITHIN IS' OF THE BACK CURB OR SIDEWALK (STRAW OR 1 EROSION BLANKETS MAY BE 1, i USED FOR THIS APPLICATION) 8. STABILIZE ALL SLOPES WHERE - I EROSION COULD OCCUR AND ; CAUSE SILT RUN OFF. (STRAW, I VISGUEEN OR EROSION 1 1 BLANKETS MAY BE USED FOR 1 THIS APPLICATIOW ti 4. ALL PAINT, FUEL, CONSTRUCTION I I PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM 1 SIIVEKALKS AND STORM DRAIN 1 10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST I 'OE KEPT OFF OF STREETS AND r 5105'IALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN. 1 . II. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOSS, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS, ETC. 1 COME IN CONTACT WITH ANY I RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DESIGNATED AREA 1 FOR CONCRETE WAS f. HAY BAILS LINED WITH VISQUEEN 1 MAY BE USED FOR THIS I APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE t PAVED STREETS, 13° AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, - A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMPS. 51 TE PLAN 1 " = 600'-0 51 TE PLAN'' I'"= 100'-0 COUNTY APR 0 7 2016 DEVELOPMENT SERVICES GREGORY A. P E I T Z OWNER: FRED STOLP 5 021111 GRAINLAND RD. SHEET ADDRE55: 21111 C-RAINLAND RD. DURHAMCA ARCHITECT DURHAM CA 315 ACRE -5 1. 387 Rio Undo Ave Chico, CA 95926 (530) 894-5719 PHONE: 1 on two a to T Lf) 7i 0) 0 N N \ M