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Butte County Fire Department `Y Fire Prevention, Bureau _ • . s 176 Nelson Avenue Oroville, CA 95965 Office (530) 538-7888 Fax (530) 538-2105 • A l I f O R N I A www.buftecounty.net/fire PLAN REVIEW LETTER Permit #: 616-1164 Project: Tenant Improvement at 5646 Lincoln Blv. Oroville, Ca. The Plans that you have recently submitted have been reviewed by the Fire Department referencing the 2013 edition of the California Fire Code (CFC). The numbered comments listed below in the body of this letter must be addressed prior to Fire Department Approval of your project. 1. Two fire extinguishers are required: a. One, 2-A:10-B:C fire extinguisher is required in the office area. b. One, 4-A:40B:C fire extinguisher is required in the shop area. c. Fire Extinguishers shall be located in a conspicuous location where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel unless approved by the Fire Marshal d. Fire Extinguishers shall be unobscured from view. If this cannot be avoided, signage shall be provided to indicate fire extinguisher location. Skip Sannar r Deputy Fire Marshal CALFIRE/BCFR ' 530-538-7888 Skip.sannar@fire.ca.gov BUTTE COUNTY JUN 01 2016 DEVELOPMENT SERVICES X16 -I ��1 STRUCTURAL CALCULATIONS FOR OFFICE .REMODEL FOR OROVILLE CEMETERY DISTRICT 5646 LINCOLN BLVD. OROVILLE, CA. 95966 prepared by A R C A D E M E. 355 EAST NINTH STREET Chico, .CA 95928 Patrick Cole - Principal Architect Phone: 530 343 5709 PERMIT # ��nL BUTTE COUNTY D ELOPMENT SERVICES Date prepared: MAY 16, 2016 .. REVIEWED FOR CODE COMPLIANCE Q DATE — ��FESS I.p°N44 . 4u T \F OF CI�� FOR REViEwE OpE COMPL ANCE D SEP 2 2 201 . 6 CON V�TRWEsr NG GROUP JUS' 07 ZDl6 INTERWEST A' R C A D E M E Design: General Design Data Project Name: Oroville Cemetery District S t u d i o ... . .. ... 5 3 0. 3 4 3. 5 7 0 9 Project Number: 1503 355 East Ninth Street Date: May 16, 2016 • Chico, California 95928 Page: of BUILDING DEPARTMENT: County of Butte TELEPHONE: CONTACT: DATE: . 3 - LOCATION: Oroville CA ELEVATION: approx 100' ROOF LOADING: Standard CBC loading =20 psf live load plus dead plus seismic or wind effect REDUCTION: none SOIL SITE CLASS: D -SEE USGS REPORT HEREIN % OF SNOW LOAD: none WIND SPEED: 110 mph EXPOSURE: B - HEAVY TREES, IN LEE OF HILL SOILS REPORT REQ'D.?: NO - EXISTING'BLDG - SOIL BEARING: 1500 psf Use county Std. FREEZE DEPTH: 12 INCHES CLIMATE ZONE: N/A SPECIAL CONSIDERATIONS: A R C A D E M E Design: General Loads LIVE LOAD: 4.0: 12 SLOPE 20.0 PSF Project Name: Oroyllle Cemetery District S t u d i o . . . . . . . . . 5 3 0. 3 4 3. 5 7 0 9 Project Number: 1503 355 East Ninth Street Date: May 16, 2016 BEAMS - 4X8" @ 48" OC - 1.5 PSF MISC. 2.0 PSF 7J7L0 Page: of ROOF LOADS: (ULAU LUAU) LIVE LOAD: 4.0: 12 SLOPE 20.0 PSF DEAD LOAD:; ROOFING - MTL ROOF 1.0 PSF , SHEATHING - 5/8" PLYWOOD. 2.5 PSF SLEEPERS - 2X4" @ 24" OC 2.8 PSF INSULATION - 3" EPs 0.8 PSF CEILING -. 2X6" @ 6" OC 4.4 PSF BEAMS - 4X8" @ 48" OC - 1.5 PSF MISC. 2.0 PSF 0.0 ROOF DEAD LOAD: 15.0 PSF 4. TOTAL ROOF LOAD:. 35.0 PSF WALL LOADS: DEAD LOAD: EXTERIOR FINISH - 3/8" PLASTER + 1" EPs 4.0 PSF SHEATHING - 1/2" PLYWOOD 2.0 PSF FRAMING - 2X6" @ 16" OC 1.7 PSF INTERIOR FINISH - 5/8" GYP BD 2.5 PSF misc. 1.8 PSF WALL DEAD LOAD: 12.0 PSF ALLUYYAOLC 0 1 Kt.7J KUUr LUAU UUMMINA I IUNb U= .1 b.0 (ULAU LUAU) 1. 15 D+F E= 3.0 (EARTHQUAKE=(Ev*DL)) 2. 35 D+H+F+LR+T F= 0.0 (FLUID) 3. 35 D+H+F+(LR or S or R) H= 0.0 (LATERAL EARTH,WATER,BULK) 4. i 30 D+H+F+.75(LF +T)+.75(LR or S or R) LR= 20:0 (ROOF LIVE) 5. -40:. D+H+F+(W or 0.7E)' L= 0.0 (FLOOR LIVE) 6. 30 D+H+F+.75(W or 0.7E)+.75LF+.75(LR or S or R) R= 0.0 (RAIN) 7. -45.6 0.6D+W+H S= 0.0 (SNOW) 8. 11.1 0.6D+0.7E+H T= 0.0 (SELF STRAIN) + W= -54.6 (WIND) SOUTH ELEVATION 1 I . Nk 0 RIS Project: outriggers , Patrick Cole Location: outriggers A R C A D E M E Multi -Loaded Multi -Span Beam 355 East 9th Street [2010 California Building Code(2005 NDS)] Chico, CA 95928 5.5 IN x 7.5 IN x 19.0 FT (7 + 12) S Version 8.0.113.0 #1 - Douglas -Fir -Larch - Dry Use LOADING DIAGRAM Section Adequate By: 58.5% Controlling Factor: Deflection DEFLECTIONS Left Center Live Load 0.24 IN 21J694 0.03 IN U4723 Dead Load 0.20 in 0.03 in Total Load 0.44 IN 21J380 0.06 IN U2593 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: L/240 REACTIONS A_ B Live Load 1354 Ib 356 Ib Dead Load 1112 Ib 293 Ib Total Load 2466 Ib 649 Ib Bearing Length 0.72 in 0.19 in-7ft BEAM DATA Left Center Span Length 7 ft 12 It Unbraced Length -Top 0 ft 0 ft UNIFORM LOADS Left Cent Unbraced Length -Bottom 7 It 12 ft Uniform Live Load 90 plf 90 .pif Live Load Duration Factor 1.25 Uniform Dead Load 65 pif 65, plf Notch Depth 0.00 Beam Self Weight 9 pif 9 pif MATERIAL PROPERTIES Total Uniform Load 164 plf 164 plf #1 - Douglas -Fir -Larch. Base Values Dusted Bending Stress: Fb = 1200 psi Fb' = 1488 psi Cd=1.25 C1=0.99 CF= 1.00 Shear Stress: Fv = 170 psi FW = 213 psi Cd=1.25 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 -1= 625 psi Fc -1' = 625 psi Controlling Moment: -4017 ft -Ib Over left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: 1220 Ib At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 1, 2 Comparisons with required sections: Read Provided Section Modulus: 32.4 in3 51.56 in3 Area (Shear): _ 8.61 int 41.25 in2 Moment of Inertia (deflection): 121.96 in4 193.36 in4 . Moment: -4017 ft -Ib 6393 ft -Ib Shear: 1220 Ib 5844 Ib I page o� 4/6/2016 2:24:34 PM 2 f Project: outriggers page Patrick Cole Location: outriggers A R C A D E M E Multi -Loaded Multi -Span Beam 355 East 9th Street or [2010 California Building Code(2005 NDS)] Chico, CA 95928 5.5 IN x 7.5 IN x 19.0 FT (7 + 12) StruCalc Version 8.0.113.0 4/6/2016 2:24:34 PM #1 - Douglas -Fir -Larch - Dry Use Section Adequate By: 58.5% Controlling Factor: Deflection VMD DIAGRAM 2000 1318 lbs @ 7 It ` 1000— 000Shear(Ibs) Shear (Ibs) .. . 0— _1000— -1000-2000 .2006— -1148 lbs @ 7 ft 5000 .. - •1284 ftdbs 15 ft ! ' 500 2500— Moment Moment (ftab) 0 -2500 - i 5000 4017 ftabs @ 7 ft -05 -0.015 n@8.3ft 0.26 -0.26— Deflection Deflection (in) . 0 0.26 0.5 I 0.442 In@Oft 7 I 12ft i , A R C A D E M E Studio. . . . . . . 53 0.343 . 5709 355 East Ninth Street Chico, California 95928 Design: 4/K TTUA : 0 r%et w m Project Name: Oroville Cemetery District Project Number: 1507 Date: 00 -Jan -00 Page: of __ 0 I A R C A D E M E Studio. . . . . . .. . 530.343.5709 355 East Ninth Street Chico, California 95928 BASED ON 2010 CBC & ASCE 07-10 SEISMIC FORCE -RESISTING SYSTEM: Design: SEISMIC DESIGN Project Name: Oroville Cemetery District Project Number: 1507 Date: October 3, 2015 Page: of SEE USGS SEISMIC REPORT ATTACHED ( ASCE 07 -table 12.2.1 ol22) g w Z U) o can LU Site location= OROVILLE short period spectral response 1 sec period spectral response Occupancy Risk Category Importance Factor Soil Site Class Site coefficient -short period Site coefficient -1 sec period Spectral response accel'n-short period Spectral response accel'n-1 sec period Spectral design parameter -short period Spectral design parameter -1 sec period Seismic Design Category Lat= Ss= St= Occ= I= = Fa= Fv= SMs= SMi= SDs= SDI= SDC= 39.4800 0.591 0.260 II 1.0 D 1.327 1.888 0.784 0.491 0.518 0.329 D Long= 121.5600 site class D USGS REPORT USGS REPORT (ASCE 07 -table 1.5-1 p2) (ASCE 07 -table 1.5-2-p5) (ASCE 07 -Ch 20 & bldg official) (ASCE 07 -table 11.4-1 p66) (ASCE 07 -table 11.4-2 p66) (ASCE 07 - Eq 11.4-1 p65) T7= 07 - Eq - p65) - Eq - p65) (ASCE 07 - Eq 11.4-4 p65) (ASCE 07 -table - -p I Choose Seismic Analvsis Procedure (SAP) = I a equivalent Lateral Force Analysis (AbUl= U/ section 11.6) b Modal Response Spectral Analysis (ASCE 07 section 12.9) c Seismic Response History Procedures (ASCE 07 chapter 16) a Equivalent Lateral Force Analysis (ASCE 705 section 12.8) Seismic Base Shear V = CSW I(ASCE 07 -eq 12.8-1) p89 CS= SDS R \ I(ASCE 07 -eq 12.8-2) p89 l I J SDS = 0.52 from above wood frame wood shear panel R = 6.50 F_(ASCE 07-10 -table 12.2.1 -p73) item A-17. I = 1.00 from above V = 0.080 W seismic effect for vert load combos Ev = 0.20 SDS D ( ASCE 07 - Eq 12.44 p86) Ev = 0.10 D U ;I. A R C A D E M E Design: SHEARWALL DESIGN Project Name: Oroville Cemetery Distric S t u d i o . . ..... 5 3 0. 3 4 3: 5 7 0 9 Project Number: 1503 355 East Ninth Street Date: May 16, 2016 Chico, California 9592-8 Page: of VERTICAL BLOCKED DIAPHRAGM - 1/2" PLYWOOD WITH 1/2" ANCHOR BOLTS (INCLUDES 318" WITH STUDS @16"OC MAX) (NOTE: WOOD & FASTENER VALUES BASED ON NATIONAL DESIGN SPEC NDS) ANCHOR BOLTS = 1/2" (TABLE 8.2E) (A307 BOLTS MEET CODE REQ'D FY=45000PSI) 11/2" DOUGLAS FIR LOADED PARALLEL TO GRAIN= 620 LBS/BOLT X 1.33 = 825 #/BOLT 21/2" DOUGLAS FIR LOADED PARALLEL TO GRAIN= 730 * LBS/BOLT X 1.33 = 971 #/BOL.T 16d BOX NAILS = (79#)(1.33) = 105 #/NAIL (TABLE 12.3A) (ADJUSTED PER TABLE 7.3.1) SIMPSON A-34 CLIP = (345#)(1.25) = 431 #/CLIP (SIMPSON 125% MAX INCREASE) 1/2" OSB OR CDX PLYWOOD WITH 8d @ 6"/12" (CBC TABLE 2306.2.1) _ 270 #/FT ANCHOR BOLTS = 825 / 270 = 3.05 FT = 36.6 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 270 = 0.39 FT = 4.7 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 431 / 270 = 1.60 FT = 19.2 INCHES ON CENTER MAXIMUM 1/2" OSB OR CDX PLYWOOD WITH 8d @ 4"/12" (CBC TABLE 2306.2. 1) = 360 #/FT ANCHOR BOLTS = 825 / 360 = 2.29 FT = 27.5 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 360 = 0.29 FT = 3.5 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 431 / 360 = 1.20 FT = 14.4 INCHES ON CENTER MAXIMUM 1/2" OSB OR CDX PLYWOOD WITH 8d @ 2-1/2"/12" (CBC TABLE 2306.2.1) = 530 #/FT ANCHOR BOLTS = 971 / 530 = 1.83 FT = 21.983 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 530 = 0.20 FT = 2.38 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 431 / 530 = 0.81 FT = 9.7642 INCHES ON CENTER MAXIMUM AD( REQUIRES 3X NOMINAL SILL AND PANEL EDGE MEMBERS) 1/2" OSB OR CDX PLYWOOD WITH 8d @ 2"/12" (CBC TABLE 2306.2.1) = 600 #/FT ANCHOR BOLTS = 971 / 600 = 1.62 FT = 19.418 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 600 = 0.18 FT = 2.10 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP= 431 / 600 = 0.72 FT = 8.625 INCHES ON CENTER MAXIMUM ( REQUIRES 3X NOMINAL SILL AND PANEL EDGE MEMBERS) A R C A D E M E Design: SHEARWALL FOOTING Project name: Oroville Cemetery. District S t u d i o . . . . . . . . . 5 3 0. 3 4 3. 5 7 0 9 Project Number: 1507 355 East Ninth Street Date: May 16, 2016 Chico, California 95928 Page: of SPREAD FOOTING (RECTANGULAR) FOOTING WIDTH (x) = 144.00 (W = inches) 12.00 Wf= FOOTING LENGTH (y) = 16.00 (L = inches) 1.33 Ws= EQUIVALENT FOOTING THICK (z) = 18.00 (T = inches) 1.50 Nx= VOLUME OF FOOTING = 24.00 (V = C.F.) FOOTING DENSITY.= 145.00 (@c = P.C.F.) Ex=' 0.00 0.00 FOOTING WEIGHT= 3480.00 (Wt= pounds) SOIL DENSITY = 110.00 (@s = P.C.F.) Ey= 0.50 0.17 SOIL DEPTH ABOVE FTG = 0.00 (inches) 0.00.. WL= 0.33 0.00 AXIAL COLUMN DEAD LOAD = 4227 (Pz --i-pounds) 161 0 LOAD dx FROM Y AXIS = 0.00 (dx = INCHES) 0 Pz*dx/Nz= LOAD dy FROM X AXIS = _ 0.00 '(dy = INCHES) 0 Pz*dy/Nz= APPL MOMENT ABOUT X = 0.00 (Mx = inch pounds) 0 APPL MOMENT ABOUT Y = 45816.00 (My = inch pounds) 3818 APPLIED SHEAR X =(+X DIR) 888.00 (Vx = pounds) APPLIED SHEAR Y =(+Y DIR)_ 0.00 (Vy = pounds) :CAUTION SIGN CONVENTION generally: negative shear in Y direction :RIGHT HAND RULE produces positive moments about X axis SOIL STRESS CORNER QUADRANT 1 = 643 P.S.F. +,+=1 COUNTERCL SOIL STRESS CORNER QUADRANT 2 = '321 P.S.F. SOIL STRESS CORNER QUADRANT 3 = 321 P.S.F. . . SOIL STRESS CORNER QUADRANT 4 = f 643 P.S.F. EQUATIONS: Sx = Ix/Cy Nz = Pz + WLT@c +' WLD@s Eccentricity Ex = My/Nz + T*Vx/Nz + Pz*dx/Nz .Ey = Mx/Nz T*Vy/Nz + Pz*dy/Nz SOIL,STRESS = Nz/A ± MyCx/ly ± MxCy/Ix = Nz/LW ( 1 ± 6Ey/W A 6Ex/L ) NOTE: Soil stress must be above zero, otherwise Nz is outside the kern and part of footing uplifts. 41 De! lgn Maps, Summary Report c , t http //ehp2 earthquake.wr ilsgsgov/designmaps/us/summary.php?temp �. ('�, Design Maps-Sum maryReport -. User-Specified Anput.. Report Title Orovilie Cemetery 20.16 t 19:37:41' UTC Tue January 6,'2016 , ` `.; ' y Building Code Reference Document'ASCE,7-10`Standerd' (which'utllizes;USGS hazard data available In 2008) r , r , Site Coordinates 39.480N, 121.56-W, s Site Soil Classification Site "Class D-' "Stiff, Soil" r Risk- Category I/II/III' - i..... S�I+SFF*fng JAW' the W # gtrrYllx' Ism i #:a U" J ft � � } •� {Z '..,� '"� i�'? x � � alk 9� ��+ r �"' �>f • J a a ,�' USGS=Provided Output Ss; = 1 0.591 g S, = 0,'784.9 i Sus '= 0:523 g Sl 0.260-6 SMS 0.489.9 Soy = 0.326 g-71 R�� r'" E' For information on how the SS and S1 values above h@ve been calculated from probabilistic (risk targeted) and . a r deterministic ground motions in the direction-'of maximum horizontai response; please retum to the application and { select the`-" 2009. NEHRP" building code reference document , t ` "MCER Response S estrum ':. �. be,siin•Response Spectrum.- o.sia - O.Bp " 0. 54. 4 j. Y O.73 o� ' �.� -.[ - . 'r 0.4B c - ■' - 0.64 r ae ^..�7 0.43 • 0.56 i - �' �� •! ' � S r� � + i "` 0.36 � �• a - .IM r . 0.30 -''6.40 ` ; a Ln 0 24 " 0.32 a' 1 0.24 0.16 s 9.i 012 F 0.08 i F 0.06 0.00 0.00 .i 0.00 0:20, 0:40 0.60 O. B0 ' 1.00 1.20 1.40 1 `. 60' 1 B0 2.00 0:00 ' 0.30 - 0.40 0.60 0.60 1.00 1:20 1.40 ' 1.60 1.80 2.00 , a. r; Period, T (sec) 4 �y Period, T (seg) } , ;For PGAM,1T�, CRS, and CR1 values, pleasewiew he detailed report ' �.: a t } ��,Y.. is '4' � � 1 ,y � •� =, ~ �'* �" � ` w" .. oft 1/26/2016 11:39 AM Design Maps Detailed Report http://ehp2-earthquake.wr.usgs.gov/designmaps/us/report.php?ternpla... S Design Maps Detailed Report ASCE 7-10 Standard (39.48°N, 121.56°W)' Site Class D - "Stiff Soil", Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain SS) and 1.3 (to obtain Sl). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 hI Ss = 0.591 g From Figure 22-2121 S1 = 0.260 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance witli Chapter 20. Table 20.3-1 Site Classification Site Class vs IV or Nu, s„ A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with -more than 10 ft of soil having the characteristics: . • Plasticity index PI > 20, • Moisture content w >- 40%, and • Undrained shear strength su < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: 1ft/s = 0.3048 m/s 11b/ft? = 0.0479 M/m2 ' 1/26/2016.11:48 AM Design Maps Detailed Report http://ehp2-earthquake.wr.usgs.gov/designmaps/us/report.php?templa... Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCEQ),Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient F,, Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period Ss <_ 0.25 SS = 0.50 SS = 0.75 SS = 1.00 SS >- 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 ' D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 1.3 D Note: Use straight-line interpolation for intermediate values of Ss 2.0 1.8 A6 1/26/2016 11:48 AM For Site Class = D and.Ss = 0.591 g, Fa = 1.328 ` Table 11.4-2: Site Coefficient Fv Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period S,:50.10 S1=0.20 S,=0.30 S,=0.40 S,>_0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 -1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.260 g, F„ = 1.880 A6 1/26/2016 11:48 AM Design Maps`Detailed Report http://ehp2-earthquake.wr.usgs.gov/desigmnaps/us/report.php?templa... Equation (11.4-1): SMS = F,,Ss = 1.328 x 0.591 = 0.784 g Equation (11.4-2): SMI = F„SI = 1.880 x 0.260 = 0.489 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): SDS —,Z� SMS = s3 x 0.784 = 0.523 g Equation (11.4-4): SDI = Z/ SMI = Z/ x 0.489 = 0.326'g . Section 11.4.5 — Design Response Spectrum From Figure 22-12 (3) TL = 16 seconds Figur 11.4-1: Design Response Spectrum ' TaT, Sa=S.(0.4+0.6T/Tp) SDS =0.523 -- T9STS T0 Sip =Sops TS<T3T�:So=Spy/T c T > T,. = S. ` SnjTt �` m ! � S,), 0.326 -r-------- ---!--------- i ! ! ! ! ! d i ! ! ! I 1 1 I i ! ' To = 0.125 Ts 0.623 1.000 Period, T (sec) of 6 1/26/2016 11:48 AM 1)6ign Mapg Detailed Report http://ehp2-earthquake.wr.usgs.gov/designmaps/us/report.php?templa... Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCER) Response Spectrum The MCER Response Spectrum is determined by multiplying the design response spectrum above by 1.5. Ste= 0.78.4 a A C 0 a 5m, = 0.489 4 d N C 0 a N d cc A yV Y W CL IA T, = 0.125 TS = 0.624 1.000 Period, T (sec) of 6 1/26/2016 11:48 AM De4ign Maps Detailed Report http://ehp2-earthquake.wr.usgs.gov/designmaps/us/report.php?templa... • Section 11:8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7141 PGA = 0.228 Equation (11.8-1): PGAM = FpcAPGA = 1.344 x 0.228 = 0.307 g Table 11.8-1: Site Coefficient FPGA Site Class MaDDed MCE Geometric Mean Peak Ground Acceleration- PGA PGA -< 0.10 PGA = 0.20 PGA = 0.30 PGA = 0.40 PGA >: 0.50 A 0.8 0.8 0.8 0.8 0.8 i B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1:2 0.9 0.9 F See Section 11.4.7 of ASCE.7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.228 g, FPGA = 1.344 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17151 CRS - 1.015 From Figure 22-1816) CRI = 1.041 of 1/26/2016 11:48 AM Design Map% Detailed Report http://ehp2-earthquake.wr.usgs.gov/designmaps/us/reportphp?templa... Section 11.6.- Seismic Design Category • 9• Table 11.6-1 Seismic Design Cateaory Based on Short Perind Resnnnca.ArrP1Praflnn D;;mrm- Pr VALUE OF SDs RISK CATEGORY I or II III IV SDs < 0.167g A A A 0.167g 5 SDs < 0.33g B B C 0.33g <_ SDs < 0.509 C C D 0.50g 5 SDs D. D D . For Risk Category = I and SDs = 0.523 g, Seismic Design Category= D Table 11.6-2 Seismic Design Cateaory Based on 1-S Period Resoonse Acceleration Parameter VALUE OF SM RISK CATEGORY I or II III IV SDl <`0.0679 A A A ' 0.067g <_ SDl < 0.133g B B C 0.133g 5 SM < 0.20g C C D 0.20g 5 SM D D D For Risk Category = I and S., = 0.326 g, Seismic Design Category = D Note: When Sl is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F -for those in Risk Category IV, irrespective of the above. ' Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = D Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References 1. Figure 22-1: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE- 7_Figure_22-1. pdf 2. Figure 22-2: http://earthquake.usgs.gov/hazards/d6signm'aps/downloads/pdfs/2010_ASCE- 7 Figure_22-2.pdf 3. Figure 22-12: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE- 7_Figure_22-12. pdf 4. Figure 22-7: http://earthquake.usgs.gov/hazards/designmaps/downloads/p•dfs/2010 ASCE- 7_Figu re_22-7. pdf 5. Figure 22-17: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE- 7_Figure_22-17. pdf 6. Figure 22-18: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010 ASCE- 7_Figure_22-18. pdf of 1/26/2016 11:48 AM Project: Oroville Cemetery Prepared by: P Cole. 4/3/2016 Software licensed to: ARCADEME Phone: 530 343 5709 1 Email: patrick@arcademe.com Wind Simple Version 1.0.0 .small 1 story CNW' office bldg. Input See ASCE 7-10 Section 26.3 for symbol definitions V= 110 mph Exposure Category B h=10ft L=60ft B=32ft Gable Roof: Pitch = 4:12 This .is a valid Class 1 building Topographic Factor Specify Kzt directly Kzt for walls = i.00 Kzt for roof =1.00 Main Wind -Force Resisting System ASCE 7-10 Directional Procedure, MWFRS - Chapter 27, Part 2 This procedure applies to wind loads of enclosed simple diaphragm buildings, as defined in Section 26.2 MWFRS Wall Pressures (psf) �Wa11KWlndwaid,AULeeward Tg1x'F � ?' � � Side . Irit rnal Loadasei' 14.8 13.3 -16.0 -14.3 -11.7 -6.9 -12.0 +/-2.7 LoadCasek2 14.8 13.3 0.0 0.0 0.0 MWFRS Roof Pressures (psi) X. +Zone��„{,,12 Tg1x'F � ?' � Loadasei' -12.9 -10.4 -16.0 -14.3 -11.7 LoadCasek2 4.5 -4.6 0.0 0.0 0.0 MWFRS Roof Overhane Pressures povh @ Zone 1 = 9.7 psf povh @ Zone 3 = 12.0 psf Pressures indicated are applied to underside of overhang on windward side only, simultaneously with other roof pressures 1 S.K. Ghosh Associates Inc. 334 E Colfax Street, Palatine, IL, 60067 Page lof 2 1 Nowww.skghoshassociates.com t Y Project: Oroville Cemetery Prepared by: ,,'P Cole ' ;� 1 .f u : 4/3/2016 Software licensed toi ARCADEME .'' • ' Phone: 530.343 5709`` ,� Email: Patrick@arcademe.eom rr + Wind Simple Version 1.0.0 j t small 1 'story CMU office: bldg. `Components and'Cladding ASCE 7-10 Directional Procedure, C&C Chapter 30, Part 4 , This procedure applies to wind loads of enclosed buildings, as defined in Section 262: C&C Wall and Roof Pressures (psf) {. k r 'Load Zone :1; Load Z�one� Load'f ... LoadLoad Zone �3 z. �b�i9 usih'r Load ` Z`°4 S4tiAie' Load LoadN�Load-4 ZneS� . :yfl�AY"y'tLf:" Y Load { a d�Area (s ,t Cased Case 2 �, ;Case'1 Case 2 K I � �4 NICpasexl Case,2Casek,l 12.5 . Case 2'Ca ; e1� , Ca se 500 , ml 10.8 ",�"�r _ t �g�, x{492 ` '049 t '11.2 '._F 13.2 Ww-�,i.4Ml 10 8 r 10.8' . h +. cF ri X31 6Yti 10:8 x 447E 5 10.8 Lu* Lix—•t , X18.8 ^g, �w •s.�r 17 2'- X18 y , � s20Z4 500. 9 8 255 3 98 8 0 9.8 163T ,13 mss.+Yaux _ G .2 C&C, Roof Overhang Pressures (psf)' t t .f M Effect»ie Wind �`:ea (sf) y z , ouh r., Y° i @ Z�one2. @g2o I d345"'XA1 "' . ' � � %t ^asii' Load Load Loads h� Case 2 Cased D' ;` . ps 4at'�l:G' 'V` ' �4. e3. i5R4Yiw ,. Load ' Case 2 .Y+$vY{" ,.i� �'✓�'Y `/W�L/one 'ra t...��a�J�. r.%dr�,.4".: 'E `Load �Case 1��� 4� Load Case 2 .x . Load Load �nCase�l� r� Case 2 10.8 546W 12.5 4, 18.8" .... 316; 17:2 500 , GO c� ax, 4 316am 10.8 ",�"�r _ t �g�, x{492 ` '049 t '11.2 viSs , l63 13.2 ��y 4t k� n 19 OM _ i2.0. �x. • �' � a �' x 1�. {; • .�. ham, . � w '~ '� ': n { ' •. ;„' _ ` �•i Y . � )•M .moi 't', n • d'e �... s = .� 1+;,,' +• I r J 'x` * �I !4 ,• I�,,t- ��. x• ; wiry Page 2of 2 ; ee S.K. Ghosh Associates Inc. 1'33'4,E Colfax Street, Palatine, IL, 60067 T t x wwwskghoshassociate`s com;:; 1 , Main Wind Force Resisting System —Part 2 h!5 160 ft. Table 27.6-2 Wind Pressures -Roof Enclosed Simple Diaphragm Buildings Application of Roof Pressures OFlat Roof h (0 < 10 deg) . 3O ................... \ O.Sh Wind \ n 2 < Q O Gable Roof 0 / O.Sh Wind h ` . Mud r, Ind i I I O I Z 8 h n \ Wind \ I Hip Roof wino 1 I OI 5 I 3 Monoslope h � Roof o.sn O.Sh Wind z 3 Mansard Roof O.Sh O.Sh h Wind \Vlod ,' 283 A R C A D E M E Design: Project Name: Oroville Cemetery District S t u d i o . . . . . . . . . 5 3 0. 3 4 3. 5 7 0 9 Project Number: 1507 3 5 5 E a s t Ninth Street Date: 00 -Jan -00 Chico, California 95928 Page: of LIS A RAC ARD EGM E D E M E tudio......... 530.343.5709 5 East Ninth Street Chico, California 95928 Design: Project Name: Oroville Cemetery District Project Number: 1507 Date: 00 -Jan -00 Page: of Fes' Project: 1503 CEMETERY Patrick Cole page Location: MAIN OUTRIGGER BEAMS WITH WIND UPLIFT A R C A D E M E Multi -Loaded Multi -Span Beam 355 East 9th Street or [2010 California Building Code(2005 NDS)] Chico, CA 95928 5.5 IN x 7.5 IN x:19.0 FT (7 + 12)' 7 ft Bearing Length 0.33 in 0.16 in #2 - Douglas -Fir -Larch - Dry Use StruCalc Version 8.0.113.0 7/29/2016 4:18:36 PM Section Adequate By: 9.3% LOADING DIAGRAM Controlling Factor: Deflection Unbraced Length -Bottom 7 ft 12 ft Uniform Live Load 126 plf -72 plf' DEFLECTIONS Left Center Uniform Dead Load 68 plf 68 plf Notch Depth 0.00 Live Load -0.85 IN 2L/196 '0.20 IN Ll135 Dead Load 0.25 in 0.03 in Total Load -0.60 IN 2L/280 0.22 IN U662 Live Load Deflection Criteria: U180 Total Load Deflection Criteria: L/180 REACTIONS A_ B Live Load -432 Ib '257 Ib Dead Load1150 Ib 303 Ib _ Total Load 1150 Ib 560 Ib Uplift (1.5 F.S) -805 Ib -230 Ib 7 ft Bearing Length 0.33 in 0.16 in BEAM DATA Left Center Span Length 7 ft 412 ft Unbraced Length -Top 0. ft. 0 ft UNIFORM LOADS Left Center Unbraced Length -Bottom 7 ft 12 ft Uniform Live Load 126 plf -72 plf' Live Load Duration Factor 1.60 Uniform Dead Load 68 plf 68 plf Notch Depth 0.00 Beam Self Weight 9 plf 9 plf Total Uniform Load -50 plf 4 plf MATERIAL PROPERTIES #2 - Douglas -Fir -Larch BaseValues- ' Adjusted Bending Stress: Fb = 750 psi Fb' = 672 psi C&0.90 C1=1.00 CF=1.00 Shear Stress: Fv = 190 psi FV = 153 psi Cd=0.90 Modulus of Elasticity: x E = 1300 ksi E'= 1300 ksi Min. Mod. of Elasticity: E_min = 470 ksi E. min' = 470 ksi Comp. -L to Grain: Fc -1= 625 psi Fc -1' = 625 psi Controlling Moment: -1873 ft -Ib Over left support of span 2 (Center Span) Created by dead loads only on all span(s). Controlling Shear: 569 Ib At a distance d from left support of span 2 (Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Reo'd Provided Section Modulus: '33.44 in3 51.56 in3 Area (Shear): 5.58 int 41.25 int Moment of Inertia (deflection): 176.95 in4 193.36 in4 Moment:' -1873 ft -lb 2888 ft -Ib Shear: 569 Ib 4208 Ib ft ,. 1 ' Pvt. Project: 1503 CEMETERY page Patrick Cole Location: MAIN OUTRIGGER BEAMS WITH WIND UPLIFT A R C A D E M E Multi -Loaded Multi -Span Beam 355 East 9th Street or [2010 California Building Code(2005 NDS)] Chico, CA 95928 5.51N x 7.5 IN x 19.0 FT (7 + 12) #2 - Douglas -Fir -Larch - Dry Use StruCalc Version 8.0.113.0 7/29/2016 4:18:36 PM Section Adequate By: 9.3% Controlling Factor: Deflection VMD DIAGRAM 700 - 6151bs@7R 350 Shear(Ibs) 0 -350 -700 d35 lbs @ 7 R - 2000 - 599 ft -lbs @ 15 ft 1000 Moment (ftab) 0— .2000— -2000 '-0.9 '-09 i -0.354 In (g 0 R -0.45— 0.45 .Deflection .Deflection (in) 0 I 0.196 In @ 12 R 7R 12R Project: 1503 CEMETERY Location: Roof Rafter Beam gravity Roof Rafter [2010 California Building Code(2005 NDS)] 3.5 IN z 7.25 IN x 7:5 FT (6 + 1.5) @ 48 O.C. #2 - Douglas-Fir-Larch -Dry Use Section Adequate By: 513.1% Controlling Factor: Moment „ DEFLECTIONS Center Right Live Load O.01 IN L/5208 '0.00 IN 2L/10962 Dead Load 0.01 in 0.00 in Total Load 0.02 IN L/3115 0.00 IN 2L/Infinity Live Load Deflection Criteria: U240 Total Load Deflection Criteria: L/180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 60 plf 240 Ib Upper Dead Load @ A 44' plf 178 Ib Upper Total Load @ A 104 * plf 418 Ib • Lower Live Load @ B 94 plf 375 lb, Lower Dead Load @ B 74 plf 296 Ib Lower Total Load @ B 168 plf 671 Ib Patrick Cole A R C A D E M E 355 East 9th Street Chico, CA 95928 StruCalc Version 8.0.113.0 LOADING DIAGRAM - Eft A page or 7/29/2016 4:24:39 PM 13 RAFTER SUPPORT DATA RAFTER LOADING A B Uniform Roof Loading Bearing Length 0.19 in 0.31 in Roof Live Load: LL= 20 psf " Roof Dead Load: DL = 15 psf RAFTER DATA Interior Eave Non-Snow Roof Loaded Area: RLA = 48 sf Span Length 6 'ft 1.5 ft Slope Adjusted Spans And Loads, Rafter Pitch 4 :12 Interior Span: L-adj = 6.32 ft Roof sheathing applied to top of joists-top of rafters fully braced. Eave Span: L-Eave-adj = 1.58 ft Roof Duration Factor 1.25 Rafter Live Load: wL-adj = 72 plf Peak Notch Depth 0.00 Eave Live Load: wL-Eave adj = 72 plf Base Notch Depth 0.00 Rafter Dead Load: wD-adj = 57 plf MATERIAL PROPERTIES, Rafter Total Load: wT-adj = 129 plf #2 - Douglas-Fir-Larch Eave Total Load: wT-Eave-adj = 129 plf Base Values Adiusted Bending Stress: Fb =, 900 psi Fb' _ 1463 psi Go= 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 Min. Mod. of Elasticity: E min = 580 ksi E_min' = 580 ksi Comp. -Lto Grain: Fc - -L = 625 psi Fc - -L'= 625 psi Controlling Moment: 609 ft-Ib 2.941 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -360 Ib 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: Read Provided Section Modulus: 5 in3. 30.66 in3. , +. Area (Shear): 2.4 in2 25.38 int Moment of Inertia (deflection): 6.42 in4 111.15 in4 Moment: 609 ft-Ib 3737. ft-Ib Shear: -360 Ib 3806 lb e G=. Project: 1503 CEMETERY Patrick Cole Location: Roof Rafter Beam gravity A R C A D E M E Roof Rafter 355 East 9th Street or [2010 California Building Code(2005 NDS)] Chico, CA 95928 3.5 IN x 7.25 IN x 7.5 FT (6 + 1.5) @ 48 O.C. #2 - Douglas -Fir -Larch - Dry.Use StruCalc Version 8.0.113.0 7/29/2016 4:24:40 PM Section Adequate By: 513.1% Controlling Factor: Moment VMD DIAGRAM 382lbs @ 0ft 600 250 Shear (Ibs) _ - 0 -250 -500 . t -033 lbs @ 6 ft ( - 700 609 ft -lbs @ 3 ft , 350— 50 Moment Moment (ftdb) - .. 0 '.. -350 . -700 - -71 ft -lbs @ 6 ft -0.03 -, -0.018 In @ 7.5 ft Deflection (in) 0- 0.01 0.01- 0.03— 0.03 - _ 0.024 in@aft _ Eft i BUILDING ENERGY ANALYSIS REPORT BUTTE COUNTY JUN 01 2016 PROJECT: DEVELOPMENTOroville Cemetery District Offices TI SERVICES j 5646 Lincoln Blvd. Oroville, CA 95966.. Project Designer: ARCADEME Studio 355 East 9th St.• Chico, CA 95928 (530) 343-5709 Report Prepared by: David Hensel, PE Title24ca.com P.O. Box 1442 San Marcos, CA 92079 (619) 347-6029 S Job Number: BUTTE COUNTY DEVELOPMENT SERVICES 16142 REVIEWED FOR CODE COMPLIANCE FO, CODE CCM t /ANCE SEP 2 2 2016 CpNSULTRINEST IIVG GROUP RE -C. E -OV JUN 07 2016 INTERWEST CONSULT ING-GROUP iATEJ::2�BY bate: 5/13/2016 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. EnergyPro 6.7 by EnergySoft User Number: 6160 ID: 16142. h1E�fR�/ io TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form PRF -01-E Certificate of Compliance 3 Form ENV -MM Envelope Mandatory Measures 22 Form LTI-01-E Indoor Lighting (Prescriptive) 23 Form LTI-02-E Lighting Controls (Prescriptive) 31 Form LTI-03-E Indoor Lighting Power Allowance (Prescriptive) 35 Form LTI-05-E Track Lighting Worksheet (Prescriptive) 42 Form LTO -01-E Outdoor Lighting (Prescriptive) 44 Form LTO -02-E Outdoor Lighting Controls (Prescriptive) 48 Form LTO -03-E Outdoor Lighting Power Allowances (Prescriptive) 51 EnergyPro 6.7 by EnergySoft Job Number: ID: 16142 User Number: 6160 Project Name: Oroville'Cemetery Offices TI - NRCC-PRF-01-E Page 1 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml A. PROJECT GENERAL INFORMATION 1. Project Location (city) Oroville 7. # of dwelling units 0 2. CA Zip Code 95.966 S. Standards Version Compliance2015 .. 3. Climate Zone 11 9. Compliance Software (version) EnergyPro 6.7 4. Total Conditioned Floor Area 595 ft= 10. Building Orientation (deg) . (5)180 deg 5. Total Unconditioned Floor Area 937 ft2 11. Permitted Scope of Work ExistingAdditionAndAlteration 6. 1 # of Stories (Habitable Above Grade) 1 12 1 Building Type(s) Nonresidential B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS BUILDING COMPLIES 1. Energy Component 2. Standard Design (TDV) 3. Proposed Design (TDV) 4. Compliance Margin (TDV) S. Percent Better than Standard Space Heating 15.1 31.3 -16.2 •107.3% Space Cooling 174.3 142.7 31.6 18.1% Indoor Fans 193.1 14.4 178.7 92.5% Heat Rejection -- - Pumps & Misc. Domestic Hot Water -- Indoor Lighting Indoor 63.0 63.0 - 0.0% COMPLIANCETOTAL 445.5 251.4 194.1 43.6% Receptacle 94.1 94.1 0.0 0.0% Process -- - - Process Ltg -- -- TOTAL 539.6 345.5 194.1 36.0% CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-03-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 2 o 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: Exist ingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices Tl.xml ' C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highest to lowest TDV energy savings) 1st Indoor Fans: Check envelope and mechanical Compliance Margin By Energy Component (from Table B column 4) 2nd Space Cooling: Check envelope and mechanical Indoor Fans . Space Cooling Heat Rejection Pumps & Misc. Domestic Hot Water Indoor Lighting Space Heating. Pena►ty 3rd Heat Rejection: Check envelope and mechanical Energy Credit 4th Pumps & Misc.: Check mechanical 5th Domestic Hot Water: Check mechanical 6th Indoor Lighting: Check lighting 7th Space Heating: Check envelope and mechanical D. EXCEPTIONAL CONDITIONS The building does not include service water heating. Verify that service water heating is not required and is not included in the design. E. HERS VERIFICATION This Section Does Not Apply F. ADDITIONAL REMARKS None Provided CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-03-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 3 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY Identify which building components use the performance or prescriptive path for compliance. "NA"= not in project For components that utilize the performance path, indicate the sheet number that includes mandatory notes on plans. Building Component Compliance Path Compliance Forms (required for submittal) Location of Mandatary Notes on Plans Envelope ® Performance NRCC-PRF-ENV-DETAILS (section of the NRCC-PRF-03-E) ❑ Prescriptive NRCC-ENV-01 / 02 / 03 / 04 / 05 / 06-E ❑ NA Mechanical ® Performance NRCC-PRF-MCH-DETAILS (section of the NRCC-PRF-01-E) ❑ Prescriptive NRCC-MCH-01 / 02 / 03 / 04 / 05 / 06 / 07-E ❑ NA Domestic Hot Water ❑ Performance NRCC-PRF-PLB-DETAILS(section of the NRCC-PRF-01-E) ❑ Prescriptive NRCC-PLB-01-E ® NA Lighting (Indoor Conditioned) ❑ Performance NRCC-PRF-LTI-DETAILS (section of the NRCC-PRF-01-E) ® Prescriptive NRCC-LTI-01 / 02 / 03 / 04 / 05-E ❑ NA Covered Process: Commercial Kitchens ❑ Performance S2 (section of the NRCC-PRF-01-E) ❑ Prescriptive NRCC-PRC-01/03-E ® NA Covered Process: Computer Rooms ❑ Performance S3 (section of the NRCC-PRF-01-E) ❑ Prescriptive NRCC-PRC-OS/ 04-E ® NA Covered Process: Laboratory Exhaust ❑ Performance S4 (section of the NRCC-PRF-01-E) E]Prescriptive NRCC-PRC-OS/ 09-E ® NA CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016.05-13 06:45:03 Project. Name: Oroville Cemetery Offices Tl NRCC-PRF-01-E Page 4 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY The following building components ore only eligible for prescriptive compliance. Indicate which ore The following building components may have mandatory requirements per Part 6. Indicate relevant to the project. which ore relevant to the project. Yes NA Prescriptive Requirement Compliance Forms Yes NA Mandatory Requirement Compliance Forms Lighting (Indoor Commissioning: §120.8 ® E NRCC-LTI-01 / 02 / 03 / 04 / 05-E ® ❑ Simple Systems NRCC-CXR-01 / 02 / 03 / 05-E Unconditioned) §140.6 . ❑ ® Complex Systems NRCC-CXR-01 / 02 / 04 / 05-E ® ❑ Lighting (Outdoor) §140.7 NRCC-LTO-01 / 02 / 03-E ❑ ® Electrical: §130.5 NRCC-ELC-01-E ❑ ® Lighting (Sign) §140.8 NRCC-LTS-01-E ❑ ® Solar Ready: §110.10 NRCC-SRA-01 / 02-E Covered Process:§120.6 NRCC-PRC-01-E ❑ ® Parking Garage NRCC-PRC-02-E ❑ ® Solar Thermal Water NRCC-5TH-01-E 11 ® -® Commercial Refrigeration NRCC-PRC-05-E Heating: §140.5 ❑ Warehouse Refrigeration NRCC-PRC-06/07/08-E ❑ ® Compressed Air NRCC-PRC-10-E ❑ ® Process Boilers NRCC-PRC-11-E s CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 )roject Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 5 of 19 rroject Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 .ompliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) — Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (required for submittal) Pass Fail Envelope ® NRCI-ENV-01-E - For all buildings ❑ ❑ ❑ NRCA-ENV-02-F- NFRC label verification for fenestration ❑ ❑ Mechanical ' ® NRCI-MCH-03-E - For all buildings with Mechanical Systems ❑ ❑ ® NRCA-MCH-02-A-Outdoor Air ❑ ❑ ® NRCA-MCH-03-A — Constant Volume Single Zone HVAC ❑ ❑ ❑ NRCA-MCH-04-H-Air Distribution Duct Leakage - ❑ ❑ ❑ NRCA-MCH-05-A- Air Economizer Controls ❑ ❑ ❑ NRCA-MCH-06-A- Demand Control Ventilation .. ❑ ❑ ❑ NRCA-MCH-07-A—Supply Fan Variable Flow Controls. ❑ ❑ ❑ NRCA-MCH-08-A- Valve Leakage Test ❑ ❑ ❑ NRCA-MCH-09-A— Supply Water Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-SO-A- Hydronic System Variable Flow Controls ❑ ❑ ❑ NRCA-MCH-1I-A—Auto Demand Shed Controls ❑ ❑ ❑ NRCA-MCH-12-A- Packaged Direct Expansion Units ❑ ❑ ❑ NRCA-MCH-13-A- Air Handling Units and Zone Terminal Units ❑ ❑ ❑ NRCA-MCH-14-A- Distributed Energy Storage ❑ ❑ ❑ NRCA-MCH-15-A—Thermal Energy Storage ❑ ❑ ❑ NRCA-MCH-16-A- Supply Air Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-17-A— Condensate Water Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-18-A- Energy Management Controls Systems ❑ ❑ ❑ NRCV-MCH-04-H- Duct Leakage Test ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016.05-13 06:45:03 i Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 6 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE.OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) — Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (required for submittal) Pass Fail ❑ NRCI-PLB-01-E - For all buildings with Plumbing Systems ❑ ❑ ❑ NRCI-PLB-02-E - required on central systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCI-PLB-03-E - Single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ Plumbing ❑ NRCI-PLB-21-E - HERS verified central systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCI-PLB-22-E - HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCV-PLB-21-H- HERS verified central systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCV-PLB-22-H - HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCI-STH-01-E - Any solar water heating ❑ ❑ N NRCI-LTI-01-E - For all buildings ❑ ❑ ® NRCI-LTI-02-E - Lighting control system, or for an Energy Management Control System (EMCS) ❑ ❑ ❑ NRCI-LTI-03-E - Line -voltage track lighting integral current limiter, or for a supplementary overcurrent protection panel used to energize only line -voltage track lighting ❑ ❑ ❑ NRCI-LTI-04-E -Two interlocked systems serving an auditorium, a convention center, a conference room, or a theater ❑ ❑ Indoor Lighting ❑ NRCI-LTI-05-E - Lighting Control Credit Power Adjustment Factor (PAF) ❑ ❑ ❑ NRCI-LTI-06-E - Additional wattage installed in a video conferencing studio ❑ ❑ ® NRCA-LTI-02-A -Occupancy sensors and automatic time switch controls. ❑ ❑ ❑ NRCA-LTI-03-A- Automatic daylightingcontrols ❑ ❑ ❑ NRCA-LTI-04-A - Demand responsive lighting controls ❑ ❑ Outdoor Lighting ® NRCI-LTO-OS-E—Outdoor Lighting ❑ ❑ ® NRCI-LTO-02-E- EMCS Lighting Control System ❑ ❑ ® NRCA-LTO-02-A - Outdoor Lighting Control ❑ ❑ Sign Lighting ❑ NRCI-LTS-01-E—Sign Lighting ❑ ❑ Electrical ❑ NRCI-ELC-01-E - Electrical Power Distribution ❑ ❑ Photovoltaic ❑ NRCI-SPV-01-E Photovoltaic Systems ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 7 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) — Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (required forsubmiffol) Pass Fail Number of Floors Above Grade 1 ❑ NRCI-PRC-01-E Refrigerated Warehouse - ❑ ❑ 937 ft2 ❑ NRCA-PRC-014- Compressed Air Systems ❑ ❑ Covered Process ' ❑ NRCA-PRC-02-F- Kitchen Exhaust ❑ ❑ ❑ NRCA-PRC-03-F- Garage Exhaust ❑ ❑ ❑ NRCA-PRC-04-F- Refrigerated Warehouse- Evaporator Fan Motor Controls ❑ ❑ ❑ NRCA-PRC-05-F- Refrigerated Warehouse- Evaporative Condenser Controls ❑ ❑ ❑ NRCA-PRC-06-F- Refrigerated Warehouse- Air Cooled Condenser Controls ❑ ❑ ❑ NRCA-PRC-07F- Refrigerated Warehouse- Variable Speed Compressor ❑ ❑ ❑ NRCA-PRC-08-F- Electrical Resistance Underslab Heating System ❑ ❑ I. ENVELOPE GENERAL INFORMATION (See NRCC-PRF-ENV-DETAILS for more information) 1. Total Conditioned Floor Area 595 ft' S. Number of Floors Above Grade 1 Confirmed 2. Total Unconditioned Floor Area 937 ft2 6. Number of Floors Below Grade 0 3. Addition Conditioned Floor Area 130 ft' d T 4. Addition Unconditioned Floor Area 0 ft2 N 7. Opaque Surfaces & Orientation 8. Total Gross Surface Area 9. Total Fenestration Area 10. Window to Wall Ratio North Wall 0 ft2 0 ft2 00.0% ❑ ❑ East Wall 288 ft2 22 ft2 07.5% ❑ ❑ South Wall 304 ft2 94 ft' 30.9% ❑ ❑ West Wall 307 ft' 40 ft2 13.0% ❑ ❑ Total 899 ft' 156 ft' 173% ❑ ❑ Roof 595 ft2l 0 ft' 00.0%1 ❑ 1 ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 8 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml J. FENESTRATION ASSEMBLY SUMMARY Confirmed 1. 2. 3. 4. S. 6. 7. § 110.6 Confirmed 1. 2. 3. 4. S. 6. 7. 8. 9. ❑ Surface Name Fenestration Assembly Name / Tag or I.D. Fenestration Type Certification Method' Assembly Method Area ft' Overall U -factor Overall SHGC Overall VT N Altered R-19 Roof Cathedr7 Roof Existing Fixed Window VerticalFenestration Defaul[Performance SiteBuilt 140 0.76 0.73 0.67 E ❑ ❑ New Fixed Window VerticalFenestration DefaultPerformance SiteBuilt 12 0.76 0.73 0.67 N ❑ ❑ New Aluminum Storefront VerticalFenestration Default Performance SiteBuilt 70 1 0.76 1 0.73 0.67 1 N ❑ ❑ ' NeMy installed fenestration shall hove o certified NFRC Lobel Certificate or use the CEC default tables found in Table 110.6-A and Table 110.6-8. Site-buift fenestratlon less than 1,000 ftp, or more than or equal to 1,000ftt see Reference Nonresidential Appendix NA6. - 2 Status: N - New, A - Altered, E- Existing Taking compliance credit for fenestration shading devices? (if "Yes", see NRCC-PRF-ENV-DETAILS for more information) K. OPAQUE SURFACE ASSEMBLY SUMMARY Confirmed 1. 2. 3. 4. S. 6. 7. § 120.7/ § 140.3 Confirmed 1. 2. 3. 4. S. 6. 7. 8. NA ❑ Surface Name Surface Type Area (ft=) Framing Type Cavity R -Value Continuous R -Value -U-Factor / F -Factor / C -Factor Er N N Altered R-19 Roof Cathedr7 Roof 1402 Wood 19 NA U -Factor: 0.054 A ❑ ❑ Existing Slab On Grade9 Underground Floor 1402 NA 0 NA F -Factor: 0.730 E ❑ ❑ Altered Insulated CMU Walll ExteriorWall 1575 NA 0 NA U -Factor: 0.379 A ❑ ❑ Existing R-0 Wa1143 InteriorWall 56 NA 0 NA U -Factor: 0.488 E Cl ❑ New R-21 Wa1162 ExteriorWall 344 Wood 21 NA U -Factor: 0.069 N ❑ ❑ New Slab On Grade67 Underground Floor 130 NA 0 NA F -Factor: 0.730 N ❑ ❑ New R-30 Roof Cathedral69 Roof 130 Wood 30 NA U -Factor: 0.034 1 N ❑ ❑ ' Status: N - New, A -Altered, E- Existing L. ROOFING PRODUCT SUMMARY § 140.3 Confirmed 1. 2. 3. 4. S. 6. 7. ProductType Product ZZS Ib ft1 Aged Solar Thermal Reflectance Emittance Cool Roof SRI Credit CRRC Product ID Number N T Altered R-19 Roof Cathedr7 No 0.08 0.75 NA No NA ❑ ❑ New R-30 Roof Cathedral69 No 0.08 0.75 NA No NA ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI - NRCC-PRF-01-E Page 9 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information) § 110.1 / § 110.2 Dry System Equipment 1(Fan & Economizer info included below in Table N) Confirmed 1. 2. 3. 4. S. 6. 7. 8. 9. 10. 11. Equip Name E ui Type System Type (Simple or Complex °) Return Fan Total Heating O (kBtu/h) Supp Heat Source (Y/N) Supp Heat Output (k8tuh) Total Cooling Output (kBtu/h) Efficiency Acceptance Testing Required? (Y/N) s q wc Cooling I Heating FC-1/CU-11 SZHP (SplitlPhase) Simple 1 14 No 0 12 SEER -14.0 HSPF-8.2 Yes N ❑ ❑ FC-2/CU-126 SZHP(SplitiPhase) Simple 1 14 No 0 12 SEER -14.0 HSPF-8.2 Yes N ❑ ❑ FC-3/CU-156 SZHP(SplitlPhase) Simple 1 14 No 0 12 SEER -14.0 HSPF-8.2 Yes N ❑ ❑ Wet System Equipment' Pumps Confirmed 12. 13. 14. 1 15. 1 16. 17. 18. 19. 20. 21. 22. 23. 24. 1. 2. Rated Capacity Tank VSD Q Equip Name Equip Type Qty Vol (gal) Efficiency Standby Loss Ext. R Qty GPM HP E H d (ketu/h) Value (Y/N) Outside ' Ory System Equipment includes furnaces, air handling units, heat pumps, etc. Z Wet System Equipment includes boilers, chillers, cooling towers, water heaters, etc. 3 Simple Systems must complete NRCC-CXR-03-E commissioning design review Jorm 4 complex Systems must complete NRCC.CXR-04-E commissioning design reviewform S A summary of which acceptance tests are applicable is provided in NRCC-PRF-MCH-DETAILS 6 Status: N - New, A -Altered, E - Existing Discrepancy between modeled and designed equipment sizing? (if "Yes", see Table F. "Additional Remarks" for an explanation) No N. ECONOMIZER & FAN SYSTEMS SUMMARY' § 140.4 Confirmed 1. 2. 3. 4. S. Outside Air Supply Fan Return Fan v Equip NameTSP Economizer Type °� = TSP (if present) CFM CFM HP BHP (inch Control CFM HP BHP (inch Control WC) WC) FC-1/CU-11 37 438 0.022 0.022 0.16 ConstantVolume NA NA NA NA NA NoEconomizer ❑ ❑ FC-2/CU-126 33 438 0.022 0.022 0.16 ConstantVolume NA NA NA NA NA NoEconomize 1 ❑ 1 ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 10 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices Tl.xml N. ECONOMIZER & FAN SYSTEMS SUMMARY' § 140.4 Confirmed 1. 2. - 3. _ .. 4. _ 5. .Equip Type Controls h Outside No DCV Controls • Air Supply Fan Return Fan. Equip Name Economizer Type H � –_ No DCV Controls TSP FC-2/CU-126 SZHP No Economizer ❑ TSP No Supply Air Temp. Control No DCV Controls present) SZHP No Economizer ❑ CFM CFM HP BHP (inch Control CFM HP BHP(if (inch Control WC) WC) FC-3/CU-156 65 438 0.022 1 0.022 0.16 - ConstantVolume NA NA NA NA NA NoEconomizer TO ❑ - Mechanical ventilation ca/culati-S and exhaust fans are included in the NRCC-PRF-MCH-DETAILS section - O. EQUIPMENT CONTROLS § 120.2 Confirmed 1. 2. 3. v Equip Name .Equip Type Controls h d — No DCV Controls FC-1/CU-11 SZHP - No Economizer ❑ ❑ No Supply Air Temp. Control No DCV Controls FC-2/CU-126 SZHP No Economizer ❑ ❑ No Supply Air Temp. Control No DCV Controls FC-3/CU-1S6 SZHP No Economizer ❑ ❑ No Supply Air Temp. Control P. SYSTEM DISTRIBUTION SUMMARY § 120.4/ § 140.4(i) This Section Does Not Apply Does the Project Include Zonal Systems? (if "Yes', see NRCC-PRF-MCH-DETAILS forsystem information) No Does the Project Include a Solar Hot Water System? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information) No Multifamily or Hotel/ Motel Occupancy? (if "Yes", see NRCC-PRF-MCH-DETAILS for DHW system information) No CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 11 of 19 Project Address: 5646 Lincoln.Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices Tl.xml Q. INDOOR CONDITIONED LIGHTING GENERAL INFO (see NRCC-PRF-LTI-DETAILS for more info)' § 140.6 Confirmed 1. 2. 3. 4. S. Complete Luminaire Description 1 Occupancy Type Conditioned Floor Area 1 Installed Lighting Power Lighting Control Credits Additional (Custom) Allowance d (i.e., 3 -lamp fluorescent troffer, F32T8, one dimmable electronic (ft:) (Watts) (Watts) Pass Fail CEC Default According to - Area Category Footnotes Tailored Method (Watts) ❑ ❑ (watts) Office (256 square feet in 465 465 0 0 0 ❑ ❑ floor area or less) Lobby, Main Entry 130 195 0 0 0 ❑ ❑ Building Totals: 595 660 0 - 5ee Table 140.6{ z See NRCC-07-OS-E for -conditioned spaces 3Lighting information for existing spaces modeled is not included in the table R. INDOOR CONDITIONED LIGHTING SCHEDULE (Adapted from NRCC-LTI-01-E)1 FT—130.0 Luminaire Schedule (includes all permanent installed lighting in conditioned space, and portable lighting over 0.3 w/ftZ in Installed Watts (Conditioned) Confirmed offices) Complete Luminaire Description How Wattage is Determined Name or Item Tag (i.e., 3 -lamp fluorescent troffer, F32T8, one dimmable electronic Watts per luminaire Total Number Luminaires Installed Watts Pass Fail CEC Default According to ballast) from NAS §130.0(c) 'If lighting power densities were used in the compliance model Building Departments will need to check prescriptive forms for Luminaire Schedule details. Sl. COVERED PROCESS SUMMARY — ENCLOSED PARKING GARAGES § 140.9 This Section Does Not Apply S2. COVERED PROCESS SUMMARY — COMMERCIAL KITCHENS § 140.9 This Section Does Not Apply S3. COVERED PROCESS SUMMARY — COMPUTER ROOMS § 140.9 This Section Does Not Apply CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance ` Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 12 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml S4. COVERED PROCESS SUMMARY — LABORATORY EXHAUSTS § 140.9 This Section Does Not Apply T. UNMET LOAD HOURS This Section Does Not Apply U. ENERGY USE SUMMARY Electric (kWh/yr) Natural Gas (therms/yr) Total Annual Baseline 11549.6 48.3849 Total Annual Proposed 7213.47 0 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-03-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 13 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAnclAlteration Input File Name: Oroville Cemetery District Offices TI.xml DOCUMENTATION AUTHOR'S DECLARATION STATEMENT § 10-103 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: David Hensel, PE Signature: �� , //([�/y� Company: Title24ca.com Address: P.O. Box 1442 Signature Date: 5/14/2016 City/State/Zip: San Marcos CA 92079 CEA Identification (If applicable): Phone: (619)347-6029 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. 2 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 3 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Responsible Envelope Designer Name: Patrick Cole Company: ARCADEME Studio ignatur . Address: 355 East 9th St. Date Signed: City/State/Zip: Chico CA 95928 Declaration Statement Typ Phone: (530) 343-5709 Title: License p:JIA5� 4 - Responsible Lighting Designer Name' Patrick Cole Company: ARCADEME Studio . Signature: NOT IN SCOPE Address: 355 East 9th St. Date Signed: City/State/Zip: Chico CA 95928 Declaration Statement ype: Phone: (530) 343-5709 Title: License k:G` Responsible Mechanical Designer Name: Patrick Cole Company: ARCADEME Studio ignature: J+ Address: 355 East 9th St. Date Signed: G City/State/Zip: Chico CA 95928 Declaration Staternelit Typ : Phone: (530) 343-5709 Title: License ff: CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-03-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 14 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/7-ime: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration - Input File Name: Oroville Cemetery District Offices TI.xml A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed 1. 2. 3. 4. r Surface Name Surface Type . Description of Assembly Layers Notes Metal Standing Seam -1/16 in. Vapor permeable felt - 1/8 in. Altered R-19 Roof Roof Plywood -1/2 in. ❑ ❑ Cathedr7 Air - Cavity - Wall Roof Ceiling - 4 in. or more Wood framed roof, 24in. OC, 3.Sin., R-19 Gypsum Board -1/2 in. Existing Slab On Grade9 UndergroundFloor ❑ ❑ Altered Insulated CMU ExteriorWall Concrete -Part Grouted and Empty -125 Ib/ft3 - 8 in. ❑ ❑ Wa111 Stucco - 7/8 in. Existing R-0 Wa1143 InteriorWall Vapor permeable felt.- 1/8 in. ❑ ❑ Gypsum Board -1/2 in. Stucco - 7/8 in. New R-21 wa1162 ExteriorWall Vapor permeable felt - 1/8 in. ❑ ❑ Wood framed wall, 16in. OC, S.Sin., R-21 Gypsum Board -1/2 in. New Slab On Grade67 UndergroundFloor ❑ ❑ Metal Standing Seam -1/16 in. . Vapor permeable felt - 1/8 in. New R-30 Roof Roof • Plywood - 1/2 in. ❑ ❑ Cathedral69 Air = Cavity - Wall Roof Ceiling - 4 in. or more Wood framed roof, 24in. OC, 9.25in., R-30 Gypsum Board -1/2 in. B. OVERHANG DETAILS (Adapted from NRCC-ENV-02-E) This Section Does Not Apply CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 B 1.1 C H Ln Z _O H u W Vf J F W W d � a Q 3 LL. i a i U n Z Fail ❑ ❑ ❑ ❑ E " ❑ ❑ vPass ❑ ❑ ❑ ❑ r V ❑ ❑ a z z z TRANSFER AIRFLOW (CFM) < z ¢ z x z 0 � DESIGN VENT AIR FLOW F vi j o 0 C O N REQ'D VENT AIR FLOW (CFM). O M t0 •eY 0 N M ,r D y MIN. VENT PER PERSON o o o m - w E w u e _ m c eo c O e > o. 5 w � o o O vii vii a o O N MIN. VENT PER AREA `^ '^ ci E (CFM/ft2) 0 0 0 d d CONDITIONED AREA (ft2) w � E E VENT SYSTEM ID u o 0 c c O c o z u N W M LL F p = DDC CONTROL (YIN) _d w Z � c o a a MAXIMUM HEATING AIR z z z U FLOW FRACTION. C 2 V � � 41 MAXIMUM HEATING AIR a a a 0 o° m 0 o 1O (CFM) z z z y F v � ti w a 0 p O O O N _m c �c d � a a 0 13 d FLOW FRACTION w z O >• 0 O v a a N y E m E o o '" v DESIGN PRIMARY MINIMUM < < Q AIR FLOW (CFM) z a z W = Q z m ~ v J m c ID DESIGN PRIMARY AIR FLOW -� 0 e _ � Q e � E o C O v1Oi Z o m o Mm > p o HEATING / COOLING SYSTEM N. vi C " u m° ID u j oO O v 00 C_ E Z Q z cr a W z > �n a o- 0 o E O n a d U lJ 0-- Z 1.1 C H Ln Z _O H u W Vf J F W W d � a Q 3 LL. i a i U n Z 0 a Fail ❑ ❑ ❑ ❑ vPass ❑ ❑ ❑ ❑ DCV (YIN) z z z TRANSFER AIRFLOW (CFM) < z ¢ z a z z DESIGN VENT AIR FLOW (CFM) N REQ'D VENT AIR FLOW (CFM). M M t0 •eY O, MIN. VENT PER PERSON o o z (CFM/person) O 5 r z DESIGN NUM. OF PEOPLE N MIN. VENT PER AREA `^ '^ O (CFM/ft2) 0 0 0 CONDITIONED AREA (ft2) VENT SYSTEM ID u u j u a s W u N W M LL F p = DDC CONTROL (YIN) Z Z Z u MAXIMUM HEATING AIR z z z U FLOW FRACTION. C 2 41 MAXIMUM HEATING AIR a a a 8z (CFM) z z z O MINIMUM PRIMARY AIR a a a 13 d FLOW FRACTION z z z Q O N OJ DESIGN PRIMARY MINIMUM < < Q AIR FLOW (CFM) z z z W = Q z . C ID DESIGN PRIMARY AIR FLOW -� z ui 0 (CFM) e a e Q O HEATING / COOLING SYSTEM N. g ID u j j z u W LL > J u_ o Z O Q Z v v u W Z O O JO W Z O 0 Q ' 0 a Project Name: Oroville Cemetery Offices Ti NRCC-PRF-01-E Page 16 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44,'Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices TI.xml B. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY § 140.4 1. 2. 3. 4. 5. 6. 7. 8. Confirmed Rated Capacity Airflow (dm) Fan (kBtuh) System ID System Type City Economizer Zone Name a Heating Cooling Min' BHP Cycles ECM Ratio Motor Office3-TRM Uncontrolled 1 NA NA NA 1 -Office NA ta NA NA ❑ ❑ ❑ Office28-TRM Uncontrolled 1 NA NA NA 3 -Office NA NA 'NA' ❑ ❑ ❑ Lobby58-TRM Uncontrolled 1 NA NA NA 6 -lobby NA NA NA ❑ ❑ ❑ UST FAN SUMMARY on Does Not Apply EQUIPMENT SUMMARY — (Adapted from NRCC-PLB-01) ion Does Not Apply E. MULTI -FAMILY CENTRAL DHW SYSTEM DETAILS This Section Does Not Apply F. SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH-01) This Section Does Not Apply t. CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NR6C-PRF-03-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Fail ❑ ❑ ❑ C m ._ 0 Pass ❑ ❑ ❑ ECMS v v C MCH -18A , c Condenser Water o n O MCH -17A Reset Controls 'O c Supply Air Temp. Reset 0o v MCH -16A c TES Systems v MCH -15A n E Energy Storage °Dist. T T MCH -14A DX AC E a Auto FDD for Air & ' MCH -13A Zone FDD for DX Units ,`o d MCH -12A V Auto Demand Shed v MCH -11A _ Control Hyd. Variable Flow W MCH -10A Control Q E a N u v Supply Water Temp. MCH -09A Reset V E Valve leakage 2 MCH -09A 0 v Supply Fan VAV O MCH -07A Y1 V � MCH -06A DCV d o a Economizer Controls � s MCH -OSA o aif ? tw m MCH -04A Air Dist. Ducts W Y Single Zone Unitary Z MCH -03A x x x a`m d W Outdoor Air Q MCH-0ZA x x x Q Q � _ Q C W OC 2 n o u o m C « E :`__ \ n ~ Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 18 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration Input File Name: Oroville Cemetery District Offices Tl.xml C. TAILORED METHOD LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCC-LTI-04-E) I § 140.6 Total watts 0 D. GENERAL LIGHTING POWER (Adapted from NRCC-LTI-04-E) This Section Does Not Apply E. GENERAL LIGHTING FROM SPECIAL FUNCTION AREAS (Adapted from NRCC-LTI-04-E) § 140.6(c) 3H Room Number Primary Function Area Illuminance Value (LUX) Room Cavity. Ratio (Table G ) Allowed LPD Z Floor Area (ft) Allowed Watts Confirmed Pass Fail - NA NA NA - NA NA .NA NA ❑ ❑ Note: Tailored Methodfor Special Function Areas is not currently implemented F. ROOM CAVITY RATIO (Adapted from NRCC-LTI-04-E) Rectangular Spaces Room Number Task/Activity Description Room Length (ft) Room Width (ft) Room Cavity Height (ft) RCR Confirmed Pass Fail NA NA NA NA NA NA ❑ ❑ Non -Rectangular Spaces This Section Does Not Apply G. ADDITIONAL "USE IT OR LOSE IT" (Adapted from NRCC-LTI-04-E) 2. 3. 4. Allowed Watts Confirmed Wall Display Combined Floor Display and Task Lighting Combined Ornamental and Special Effects. Lighting Very Valuable Merchandise v r m 0 0 0 0 0 ❑ ❑ S. Wall Display This Section Does Not Apply CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-03-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 Project Name: Oroville Cemetery Offices TI NRCC-PRF-01-E Page 19 of 19 Project Address: 5646 Lincoln Blvd. Oroville 95966 Calculation Date/Time: 06:44, Fri, May 13, 2016 Compliance Scope: ExistingAdditionAndAlteration 16put File Name: Oroville Cemetery District Offices TI.xml 6. Floor Display and Task Lighting This Section Does Not Apply 7. Combined Ornamental and Special Effects Lighting This Section Does Not Apply 8. Very Valuable Merchandise This Section Does Not Apply _ H. INDOOR & OUTDOOR LIGHTING ACCEPTANCE TESTS & FORMS (Adapted from NRCC-LTI-01-E and NRCC-LTO-01-E). § 130.4 Declaration of Required Acceptance Certificates (NRCA) —Acceptance Certificates that must be verified in the field. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). Test Description - Indoor NRCA-LTI-02-A NRCA-LTI-03-A NRCA-LTI-04-A Outdoor NRCA-LTO-02-A Confirmed Equipment Requiring Testing or Verification # of units Occ Sensors / Auto Time Switch Auto Daylight Demand Responsive Outdoor Controls N d — Occupant Sensors 0 ❑ ❑ ❑ ❑ ❑ ❑ Automatic Time Switch 0 ❑ ❑ ❑ ❑ ❑ ❑ Automatic Daylighting 0 ❑ ❑ ❑ Cl ❑ ❑ Demand Responsive 0 ❑ ❑ ❑ ❑ ❑ ❑ Outdoor Controls 3 ❑ ❑ ❑ ® 1 ❑ ❑ r CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-03-E-04052016-760 Report Generated at: 2016-05-13 06:45:03 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV -MM Project Name Date Oroville Cemetery District Offices TI 5/13/2016 DESCRIPTION Building Envelope Measures: §110.8(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §110.8(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §110.8(f): The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-13 between framing members. §110.7(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §110.6(a): window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swinging and sliding), and 1.0 cfm/ft.Z for nonresidential double doors (swinging). §110.6(a): Fenestration U -factor shall be rated in accordance with NFRC 100, or the applicable default U -factor. §110.6(a) : Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the applicable default SHGC. §110.6(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). Energ Pro 6.7 by Ener Soft User Number: 6160 RunCode: 2016-05-13T06:55:44 /D: 16142 Page 22 of 22 STATE OF CALIFORNIA a CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 1 of 6) Project Name: Oroville Cemetery District Offices TI Date Prepared: 5/13/2016 A. General Information For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manuol published by the California Energy Commission. YES NO FORM TITLE ✓ NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals. Climate Zone: Conditioned Floor Area : 595 ✓ NRCC-LTI-03-E Indoor Lighting Power Allowance ✓ NRCC-LTI-04-E Tailored Method Worksheets 11 Unconditioned Floor Area: 937 Building Type: 12 Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel ❑ Schools ❑ Relocatable Public Schools LI Conditioned Spaces In Unconditioned Spaces Phase of Construction: ❑ New Construction ❑ Addition In Alteration Method of Compliance: ❑ Complete Building CI Area Category ❑ Tailored Project Address: 5646 Lincoln Blvd. B. Lighting Compliance bocuments (select yes for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manuol published by the California Energy Commission. YES NO FORM TITLE ✓ NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals. ✓ NRCC-LTI-02-E Lighting Controls; Certificate of Compliance, and PAF Calculation. All Pages required on plans for all submittals. ✓ NRCC-LTI-03-E Indoor Lighting Power Allowance ✓ NRCC-LTI-04-E Tailored Method Worksheets ✓ NRCC-LTI-05-E Line Voltage Track Lighting Worksheets CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 2 of 6) Project Name: OrOville Cemetery District Offices TI Date Prepared: 5/13/2016 C. Summary of Allowed Lighting Power Conditioned and Unconditioned space Lighting must not be combined foe compliance Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Form/Title Watts Watts ❑ Field Inspector Installed Lighting Installed Lighting NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), r 1. NRCC-LTI-01-E, page 4 + 610 NRCC-LTI-03-E, page 4 1 + 304 2' PORTABLE ONLY FOR OFFICES NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a NRCC-LTI-01 r . conference room, a multipurpose room, or a theater to be recognized for compliance. 3 Minus Lighting Control Credits r 0 Minus Lighting Control Credits NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for NRCC-LTI-02-E, page 2 NRCC-LTI-02-E, page 2 0 4. Adjusted Installed Lighting Power 610 Adjusted Installed Lighting Power (row 1 plus row 2 minus row 3) _ (row 1 minus row 3 = 304 5. Complies ONLY if Installed <_ Allowed Complies ONLY if Installed:5 Allowed 6. Allowed Lighting Power 660 Allowed Lighting Power 778 Conditioned NRCC-LTI-03-E, page l Unconditioned NRCC-LTI-03-E, page l D. Declaration of Required Installation Certificates Declare by selecting yes for all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title r NRCI-LTI-01, E - Must be submitted for all buildings ❑ Field Inspector NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), r to be recognized for compliance. ❑ Field Inspector NRCI-LTI-03-E - Must be submitted for a line -voltage track lighting integral current limiter, or for a supplementary ❑Field Inspector overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance. NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a r . conference room, a multipurpose room, or a theater to be recognized for compliance. ❑Field Inspector' r NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. ❑ Field Inspector NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for ❑ Field Inspector compliance. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance 1 August 2015 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION -"M- CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E -Indoor Lighting (Page 3 of 6) Project Name: Oroville Cemetery DistrictOffices TI Date Prepared: 5/13/2016 E. Declaration of Required Certificates of Acceptance Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title V NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. ❑ Field Inspector y NRCA-LTI-03-A- Must be submitted for automatic daylight controls. ❑ Field Inspector r NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls. ❑ Field Inspector A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: ® CONDITIONED SPACE ® UNCONDITIONED SPACE F. Indoor Lighting Schedule and Field Inspection Energy Checklist ® The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. ❑ When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. ® When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines ® Also include track lighting in schedule, and submit the track lighting compliance form (NRCC-LTI-05-E) when line -voltage track lighting is installed. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE' NRCC-LTI-01-E Indoor Lighting (Page 4 of 6) Project Name: Oroville Cemetery District Offices TI Date Prepared: 5/13/2016 G. Installed Portable Luminaires in Offices - Exception to Section 140.6(a) section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next p is c 'ante form. is section is o determine if greater than 0.3 watts of portable lighting is planned for any office F,s l out a separate line o different office. Small offices that are typical (having the same general and portable lighting) may be gro ogether. This allowance all not be traded.between o I ving different lighting systems. Office Portable Luminaire Schedule Office Installed Portable Luminaire Watts Per Square Foot Office Location Field Inspector 1 2 3 4 5 6 7 8 9 30 InstalledIf F < po Watts enter c w luminaire ° v — zero; Identify Office area in a I watts in uare G05 x G07 which these portable Pass Fail Complete Luminaire Description Z this offs w fo if G06 > luminaires are installed (i.e., LED, under cabinet, furniture mounted Watts per x ° (GO4 / 3, direct/indirect) Luminaire G03) GOS) (GO6-0. • ❑, ❑ ❑ ❑ - ❑ .0 Enter sum total of all pages int C-LTI- Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: 01-E; Page 1 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA INDOOR LIGHTING a CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION � CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 4 of 6) Project Name: OrOville Cemetery District Offices TI Date Prepared: 5/13/2016 G. Installed Portable Luminaires in Offices — Exception to Section 140.6(a) s section shall be filled out ONLY for portable luminaires in offices (As defined in §300.1). All other planned portable luminaires shall be documented on next this c ance form. ❑ This section is o determine if greater than 0.3 watts of portable lighting is planned for any office ❑ Fill out a separate line 0 h different office. Small offices that are typical (having the same general and portable lighting) may �grtogether. This allowance shall not be traded between o I ving different lighting systems. Office Portable Luminaire Schedule Office Installed Portable luminaire Watts Per Square Foot Office Location Field Inspector 1 2 3 4 5 6 7 8 9 10. InstalledIf F po Watts enter w luminaire w — zero; Identify Office area in a c watts in T quare G05 x G07 which these portable Pass Fail Complete Luminaire Description Z this off N o if G06 > luminaires are installed (i.e., LED, under cabinet, furniture mounted Watts per x 0 (G04 / 3, direct/indirect) Luminaire G03) G05) (GO6- . ❑: ❑,. ❑ ? '0 ❑ r ❑ ..❑ ❑. ❑ ,0 Enter sum total of all pages in CC-LTI- Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: 01-E; Page 1 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 - I •. T CEC-NRCC-LTI-01-E Revised 08115 - CALIFORNIA ENERGY COMMISSION f CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 5 of 6) ' Project Name: Oroville Cemetery District Offices TI Date Prepared: 5/13/2016 A seporote Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Powei listed on this Lighting Schedule is only for: '0 CONDITIONED SPACE ❑ UNCONDITIONED SPACE , , h. - t H. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts ` _ Location Field Inspector A. B C D E. F G H How wattage was ' f" determined: • F. • 0 00 ^' Complete Luminaire Description E E A a (i.e, 3 lamp fluorescent troffer, 'E - •` c E .E o Primary Function area in which i Z = F32T8, one dimmable electronic ballast) 3 a.d z' 3 3 = these luminaires are installed Pass Fail ' 50.0 1 50 Office 250 sqft 50.0 ❑ g+2 100 Office <=250s ft _❑ -�• .i"❑t,,,°, LED Recessed LED 40.0 1 0- 5 200 • •i I� * r - ❑ STATE OF CALIFORNIA , t'❑ { 0 INDOOR LIGHTING Track W - I •. T CEC-NRCC-LTI-01-E Revised 08115 - CALIFORNIA ENERGY COMMISSION f CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 5 of 6) ' Project Name: Oroville Cemetery District Offices TI Date Prepared: 5/13/2016 A seporote Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Powei listed on this Lighting Schedule is only for: '0 CONDITIONED SPACE ❑ UNCONDITIONED SPACE , , h. - t H. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts ` _ Location Field Inspector A. B C D E. F G H How wattage was ' f" determined: • 0 00 ^' Complete Luminaire Description E E A a (i.e, 3 lamp fluorescent troffer, 'E - Z -2 0. E g c E .E o Primary Function area in which i Z = F32T8, one dimmable electronic ballast) 3 u - a z' 3 3 = these luminaires are installed Pass Fail ' 50.0 1 50 Office 250 sqft 50.0 ❑ g+2 100 Office <=250s ft _❑ -�• .i"❑t,,,°, LED Recessed LED 40.0 1 0- 5 200 Lobby, Main Ent(y 40.0 ❑ Office <= 250 scift - t'❑ { 0 Track Track W ❑ 4 180 Office <= 250 soft .' ❑ •` ` p 13 13 4 INSTALLED WATTS PAGE TOTAL: Enter sum total of all pages into. r 610,- NRCC-LTI-01-E; Page 2 . t CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance " August 2015 r t - by. V .i •� k f A CEC-NRCC-LTI.01-E Revised 08115 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting i (Page 5 of 6) Project Name: Oro' Date Cemetery District Offices TI Date Prepared 5/13/2016 - Aseparcite Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces_. Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE",_. 0 UNCONDITIONED SPACE ` H. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule _ Installed Watts Location Feld Inspector A B C ,D E F_ G. H -. a 1 How wattage was. �. determined o Complete Luminaire Description E (i.e, 3 lamp fluorescent troffer, E E B " E 'E c , Primary Function area in which z = F32T8, one dimmable electronic ballast) 3 3 . W .� ° ` a z' 3 r 3 ? these luminaires are installed. Pass Fail 2x4 2 Lamp 4 ft T8 Energy Sivmng ElecNOEE 52.0 2 104 Industdal Work ow Bay 50.0 ❑ 2 100 Corridor/Restroom/Su ort ❑r •' ^'� ❑ ❑ ❑ a❑�� kt o;, 3 ,❑ ❑ .• ❑. r.13 -❑ 0❑�3 �, ❑ :.` ., ❑ r ❑ tix ❑ s ❑: t r, INSTALLED WATTS PAGE TOTAL: , Enter sum total of all pages into _ 304 NRCC-LTI-01-E; Page 2 August 2015 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 6 of 6) Project Name: Oroville Cemetery District Offices TI Date Prepared: 5/13/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: David Hensel, PE Company: Signature Date:' Title24ca.com 5/13/2016 Address: P.O. Box 1442 CEA Certification Identification (if applicable): c� Ciry/State/Zip: Phone: �R San Marcos, CA 92079 (619) 347-6029 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. 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. S. ' I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the buildin erm (s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of.Co ce is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Patrick Cole Responsible Designer Signa r Company: ARCADEME Studio Date Signed: Address: 355 East 9th St. License: City/state/zip: Chico, CA 95928 Phone: (530) 343-5709 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance. August 2015 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS GEC-NRGG-LTI-o2-E Revised 0 5n5 CALIFORNIA ENERGY COMMISSION �- CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 1 of 3) PIoJ..Npma Oroville Cemetery District Offices TI e"°"°" ,.d 5/13/2016 The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. Mandatory Lighting Control Declaration Statements (Indicate if the measure applies by checking yes or no below.) YES NO Control Requirements Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance - r . Efficiency Regulations in accordance with Section 110.9. Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate r shall be submitted in accordance with Section 130.4(b). r One or more Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and §130.0. Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.0. Additionally, an Installation Certificate shall be installed in accordance with Section 130.4(b). All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's r instructions in accordance with Section 130.1. r All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a). General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental, r and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall'meet the r multi-level lighting control requirements in accordance with Section 130.1(b). ✓ All installed indoor lighting shall be equipped with controls that meet the applicable Shut -OFF control requirements in Section 130.1(c). r Lighting in all Daylit Zones shall be controlled in accordance with the requirements in Section 130.1(d) and daylit zones are shown on the plans. Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in r accordance with Section 130.1(e). Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for r normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with Section 130.4.(a). The controls required to meet the Acceptance Requirements include automatic daylight controls, automatic shut -OFF controls, and demand responsive controls. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 'STATE OF CALIFORNIA INDOOR LIGHTING — LIGHTING CONTROLS CEC-NRCC-LTI-02-E Revised 05115 CALIFORNIA ENERGY COMMISSION _46W_ CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 2 of 3) "°'°""iTe Oroville Cemetery District Offices TI °ieP..... : 5/13/2016 A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: D CONDITIONED SPACES ❑ UNCONDITIONED SPACES MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST PAF Credit Calculation = t T • � � ro f1 n n - r ? C M 7 Standards Complying With ' o x ? c - Lighting Control Schedule (-1all that apply, or enter 'E' if Exempted) an a T r - _° C- I ° A B C D E' F G H I 1 I J K L M N O Type/ Description_of Lighting Control (i.e.: occupancy sensor, q O a Location in Building automatic time switch, of o 0 � 0 o 0 � 0 .� P o in N v = dimmer, automatic daylight, Units - : �a a m " N Z: etc...) 101 -Lobby Multi Level 1,0 103 -Office Multi Level 1 r r ❑ . ❑ 101 -Lobby Manual Area 1 r r ❑". D 103 -Office Manual Area 1 r r ❑ ❑' 102 -Office Manual Area 1 r r ❑ ❑ ❑ ❑ ❑ ❑ Control Credit PAGE TOTAL (Sum of Column M): 0 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 0 Enter Control Credit total into NRCC-LTI-03-E; Page 1. .1. §130.1(0) =Manual area controls, §130.0(b) = Multi Level; §130.1(c) =Auto Shut -Off; §130.1(d) = Mandatory Daylight; §130.1(e) =Demand Responsive; §140.6(d) = Additional lighting controls installed to earn a PAF, • §140.6(d) = Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 140.6-A for correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. Asa condition to earn a PAF, on Installation Certificate is also required to be filled out signed, and submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING -:LIGHTING CONTROLS CEC-NRCC-LTI-02-E Revised C5"5' -CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 2 of 3) ' III- N Oroville Cemetery District Offices TI ea'"'""'d 5/13/2016 % separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: 7 CONDITIONED SPACES 21 UNCONDITIONED SPACES MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST PAF Credit Calculation' t T rVo :;� rF nn CL - o r rl z n 'D N Standards Complying With ' . o v x (mo ? c n Lighting Control Schedule (✓ all that apply, or enter 'E' if Exempted) a'c CL ° r a o a M o A B C D E F G H I 1 K L M N O Type/ Description of Lighting Control (i.e.: occupancy sensor, q a Location in Building automatic time switch, of o 0 0 0 0 ) d dimmer, automatic daylight, Units ^ g rD n, a etc...) ❑. ❑ ❑ =❑. ❑ ❑ 107 -Shop Manual Area 1 r r 01 ❑ 104 -Vault Manual Area 1 r r ❑: ❑, 105 -Unisex Restroom Manual Area 1 r r O'l ❑ 106 -ADA Restroom Manual Area 1 r r -1-0,1 ❑ Control Credit PAGE TOTAL (Sum of Column M): 0 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 0 Enter Control Credit total into NRCC-LTI-01-E; Page 1. 1. §130.1(0) = Manual area controls, §130.0(b) = Multi Level; §130.1(c) = Auto Shut -Off,- §130.1(d) = Mandatory Daylight; §130.1(e) = Demand Responsive; §140.6(d) _ Additional lighting controls installed to earn a PAF,- §140.6(d) = Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 140.6-A for correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. As a condition to earn a PAF, on Installation Certificate is also required to be filled out, signed, and submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING — LIGHTING CONTROLS CFC-NRCC-LTI-02-E Revised 05115 - CALIFORNIA ENERGY COMMISSION v - CERTIFICATE OF COMPLIANCE , NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 3 of 3) P'OIOOtN—e: Oroville Cemetery District Offices TI x D—P—red: 5/13/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT - - - - - 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. - a Documentation Author Name:- - Documentation Author Signature: David Hensel, PE 411-11-1 Company: • Title2ca.cornSignature-- , Date: 5/13/2016 - rr " Address: - - CEA Certification Identification (if applicable): -01181 - ' • P.O. Box 1442 •^ , aty/stateniP:San Marcos, CA 92079 ph°"ei(619) 347-6029 a 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. lam 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). r r - r 3.. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of . a 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 completed signed copy of this Certificate of Compliance shall be made available with the bui rmit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certi ate of Co liance is required to be included with the documentation the builder provides to the building owner at occupancy. ' Responsible Designer Name: Responsible Des er gn - Patrick Cole • Company: ARCADEME Studio Date Signed: r ' Address:- License:. 355 East 9th SL �-� , - City/State/Zip: Chico, CA 95928 / Phone:' (530) 343-5709 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance ! - May 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E Revised 05/15. CALIFORNIA ENERGY COMMISSION — CERTIFICATE OF COMPLIANCE NRCC-LTW3-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 1 of 4) °rate""°°'°` Oroville Cemetery District Offices TI o° o°'°P"°" 5/13/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for - 2 CONDITIONED spaces - ❑ UNCONDITIONED spaces A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES ❑ If using Complete Building Method for compliance, use only the total in column (a) as total allowed building watts. ® If using Area Category Method, Tailored Method, or a combination of Area Category and Tailored Method for compliance, use only the total in column (b) as the total allowed building watts - (a) (b) 1. Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page) 2. Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E (below on this page) 660 3. Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E 0 TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCC-LTI-01, Page 2, Row 1 660 El Check here if building contains both conditioned and unconditioned areas. B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE 1 2 3 WATTS ETE ALLOWED TYPE OF BUILDING (From §140.6 Ta R (ft) BLDG. AREA WATTS Tota re' Total Watts. Enter Total Watts into section A, row 1 (Above on this page C -1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (D plus E) Watts Total from section C-2 660 Total from section C-3 0 Total Watts. Enter Total Watts into section A, row 2 (Above on this page) 660 CA Building Energy Efficiency Standards . 2013 Nonresidential Compliance May 2015 4 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E Revised 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 2 of 4) P,.J—N.— Oroville Cemetery District Offices TI °"°"epaedi 5/13/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: 0 CONDITIONED spaces ❑ UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE ® Do not include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-01-E. ® Separately list lighting for each primary function area as defined in §100.1 of the Standards. A B C D AREA CATEGORY (From §140.6 Table 140.6-C) WATTS ALLOWED Location in Building Primary Function Area per Table 140.6-C PER (ft2) X AREA (ft) = WATTS Office Office — 250 s ft 1.00. 247 247 Office Office — 250 sgft 1.00 218 218 Lobby Lobby, Main Entry 1.50 130 195 TOTALS 595 Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E (this compliance form) 660 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 { 1 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NR -LTI-03-E (Revised 05/75) CALIFORNIA ENERGY COMMISSION _� CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 3 of 4) 11*1-N11c Oroville Cemetery District Offices TI D -I' —d: 5/13/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: 0 CONDITIONED spaces ❑ UNCONDITIONED spaces C-3 AREA CATEGORY METHOD ADDITIONAL LIGHTING WATTAGE ALLOWANCE (from Table 140.6-C Footnotes) A B CZ D E F G Primary Function Sq Ft or near ft' Additional Watts Allowed Wattage Allowance (B x C) Description(s) and Quantity of Special Luminaire Types in each Primary Function Area Total Des' s A ED WATTS Smaller of D or F olefi oelf TOTALS – Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES – Se C-1 .. 0 1. Use linear�feetradditional allowance for white board or chalk board. All other additional Area Category allowances shall use watts per squa ot. 2 . Additionavailable only when allowed according to the footnotes on bottom of Table 146-C, which include: Specialized task work; Ornaments ting; Pre ' ' commercial and industrial work; Per linear foot of white board or chalk board; Accent, display and feature lighting; and Videoconferencing Studio light) minaire classification and wattage shall be determined in accordance with §330.0(c) of the Standards. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE :EC -NR -03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 1 of 4) PfOfBC1 N.— Oroville Cemetery District Offices TI Dip°rapae°� 5/13/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED spaces E3 UNCONDITIONED spaces A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES ❑ If using Complete Building Method for compliance, use only the total in column (a) as total allowed building watts. ® If using Area Category Method, Tailored Method, or a combination of Area Category and Tailored Method for compliance, use only the total in column (b) as the total allowed building watts (a) (b) 1. Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page) 2. Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E (below on this page) 776 3. Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E 0 TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCC-LTI-01, Page 2, Row 1 778 ❑ Check here if building contains both conditioned and unconditioned areas. B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE 1 2 I I 3 WATTS PLETE ALLOWED TYPE OF BUILDINGrom §140.6 Ta a (F—..PER(ft) X BLDG. AREA WATTS. Total Area: Total Watts. Enter Total Watts into section A, row 1 (Above on this C -1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (D plus E) Watts Total from section C-2 778 Total from section C-3 0 Total Watts. Enter Total Watts into section A, row 2 (Above on this page) 778 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance. May 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E Remed 05"5 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 2 of 4) P'.1—N... : Oroville Cemetery District Offices TI o°°°'feP—d: 5/13/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces: This page is only for: ❑ CONDITIONED spaces 0 UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE ® Do not include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-01-E. , ® Separately list lighting for each primary function area as defined in §100.1 of the Standards. A B C D AREA CATEGORY (From §140.6 Table 140.6-C) WATTS ALLOWED Location in Building Primary Function Area per Table 140.6-C PER (ft?) X AREA (ft') = WATTS Shop Industrial Work, Low Bay 0.90 718 646 Vault Commercial, Industrial Storage 0.60 95 57 Restrooms Corridor/Restroom/Support 0.60 124 74 TOTALS 1937 I• Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E (this compliance form) 778 WATTS CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE R CEC•NRCC•LTI.03-E (Revised 05"5) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 3 of 4) N'J° N"e: Oroville Cemetery District Offices TI D—P,epaadi 5/13/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED spaces m UNCONDITIONED spaces C-3 AREA CATEGORY METHOD ADDITIONAL LIGHTING WATTAGE ALLOWANCE (from Table 140.6-C Footnotes) A B C2 D E F G Primary Function Sq Ft or inear ft1 Additional Watts Allowed Wattage Allowance (B x C) Description(s) and Quantity of Special Luminaire Types in each Primary Function Area Total Desi AL D ATTS Smaller of D or F SIN oeof TOTALS – Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES–Sec C-1 0 additional allowance for white board or chalk board. All other additional Area Category allowances shall use watts per squar t. se linea�ts dditionvailable only when allowed according to the footnotes on bottom ofTable 146-C, which include: Specialized task work; Ornaments ing; L2.re ' and industrial work; Per linear foot of white board or chalk board; Accent, display and feature lighting; and Videoconferencing Studio lighti uminaire classification and wattage shall be determined in accordance with §330.0(c) of the Standards. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC•NRCC•LTI.03•E Revised 05" 5 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 4 of 4) P.111 N111: Oroville Cemetery District Offices TI D„aPfep'rec' 5/13/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. ALU y///Documentation Aulhor Name: Documentation Author Signature:/David Hensel, PE Company: Title24ca.com signature Date: 5/13/2016 as, P.O. Box 1442 r. Address: - CFA Certification Identification (if applicable): City/state/Zip: San Marcos, CA 92079 phone' (619) 347-6029 RESPONSIBLE PERSON'S DECLARATION STATEMENT 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. 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 completed signed copy of this Certificate of Compliance shall be made available with the buiIc in it(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this CertificateOfcomplijnce is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Patrick Cole Responsible Designer S'' at Company: ARCADEME Studio Date Signed: .. ' Address: 355 East 9th St license: Ci City/state/ziv:Chico, CA 95928 - phone` (530) 343-5709 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA LINE -VOLTAGE TRACK LIGHTING WORKSHEET CEC-NRCC-LTI-05-E Revised 05/15 CALIFORNIA ENERGY COMMISSION `+ CERTIFICATE OF COMPLIANCE NRCC-LTI-05-E Indoor Lighting — Line -Voltage Track Lighting Worksheet ' (Page 1 of 2) Project Name: Oroville Cemetery District Offices TI °ate Prepared: 5/13/2016 El There are four different methods available for determining how many watts of line -voltage track or line -voltage busway has been installed. One or more methods may be used to determine how many watts of line -voltage track or line -voltage busway has been installed. Use this worksheet to separately calculate the input wattage for each system. ® Separately enter each row of this worksheet into the Luminaire Schedule in section C of NRCC-LTI-01-E ❑ Method 1 is the only option available for determining wattage for track or busway rated for more than 20 amperes 0. METHOD 1— VOLT-AMPERE (VA) RATING OF THE BRANCH CIRCUIT(S) A ' VOLT-AMPERE (VA) RATING OF THE BRANCH CIRC BRANCH CIRCUIT ® METHOD 2 — USE THE HIGHER OF 45 WATTS PER LINEAR FOOT OF TRACK OR TOTAL RATED WATTAGE OF ALL LUMINAIRES A B C D E F Track or Name # Linear Feet of Track (W/LF) t B x C (W) TOTAL RATED WATTAGE OF ALL LUMINAIRES LARGER OF (D or E) Track 4 45 180 180 180 ' 45 45 ❑ METHOD 3 — USE THE HIGHER OF: 12.5 WATTS / LINEAR FOOT OF TRACK — OR VA RATING OF INTEGRAL CURRENT LIMITER ❑ Only integral current limiters which are certified to the Energy Commission shall be recognized by the Standards. ❑ This method shall not be recognized if an Installation Certificate is not submitted. B C D E F Feet of B x C ntegral Current Larger of Track or Name # Track F Limiter (D or E) 12.5 12.5 ❑ METHOD 4 - DEDICATED TRACK LIGHTING SUPPLIMENTARY OVERCURRENT PROTECTION PANEL ❑ This method shall not be recognized if an Installation Certificate isnot submitted. ❑ This method shall be used only for line -voltage track lighting, and shall not be recognized for any other lighting systems. If any other lighting systems or devices are installed, the supplementary overcurrent protection panel shall not be recognized for compliance with the Standards B C D Sum of the Ampere Rating of all Wattage = Sum ere Ratings of all of the Devices NAME OR ID Branch Circuit ed in the Pan Times The Branch Circuit Voltage (B x C) CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 t STATE OF CALIFORNIA LINE -VOLTAGE TRACK LIGHTING,WORKSHEET CEC-NRCC-LTI-05-E Revised 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-05-E Indoor Lighting — Line -Voltage Track Lighting Worksheet (Page 2 of 2) Project Name: Orovllle Cemetery District Offices TI Date Prepared: 5/13/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: David Hensel, PE Documentation Author Signature: fiJ -•. Company: t Signature Date: Title24ca.com � 5/13/2016 ����„�• Address: P.O. Box 1442 CEA Certification Identification (if applicable): O. I City/State/Zip: San Marcos, CA 92079 Phone: (619) 347-6029 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. 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 completed signed 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 completed signed copy of this Certificate of Compliance is required to be included with the documentation th ilder provides to the building owner at occupancy. Responsible Designer Name: Patrick Cole Responsible Desi ature: Company: ARCADEME Studio Date Signed: Address: 355 East 9th.St. License: City/State/Zip: Chico, CA 95928 Phone: (530) 343-5709 r CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E Revised 05/15 CALIFORNIA ENERGY COMMISSION _q6W- CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E . Outdoor Lighting - (Page 1 of 4) Project Name: Oroville Cemetery District Offices TI - Date Prepared: 5/13/2016 Project Address: 5646 Lincoln Blvd. Oroville, CA 95966 Total Illuminated Hardscape Area 0 General Information Phase of Construction: ❑ New Construction ❑ Addition 10 Alteration Outdoor Lighting Zone (OLZ) ❑ OLZ-1 ❑ OLZ-2 10 OLZ-3 ❑ OLZ-4 I have confirmed with the AHJ which OLZ applies to this site. For default lighting zone designations, see Title 24 Part 6, §10-114 LIGHTING COMPLIANCE DOCUMENTS (check box for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. 2 NRCC-LTO-01-E Certificate of Compliance 12 NRCC-LTO-02-E Outdoor Lighting Controls Certificate of Compliance NRCC-LTO-03-E Outdoor Lighting Power Allowance Certificate of Compliance Summary of Allowed Outdoor Lighting Power Watts 1. Sum Total ALLOWED Outdoor Lighting Wattage from NRCC-LTO-03-E, page 1 = 160 Complies ONLY if Installed <_ Allowed 2. Sum Total INSTALLED Outdoor lighting Wattage from NRCC-LTO-01-E, page 3 160 Declaration of Required Installation Certificates — Declare by checking all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) © NRCI-LTO-01-E - Must be submitted for all buildings O Field Inspector 12 NRCI-LTO-02-E -Must be submitted for alighting control system, or for an ❑ Field Inspector Energy Management Control System (EMCS), to be recognized for compliance. Declaration of Required Certificates of Acceptance — Declare by checking all of.the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) D NRCA-LTO-02-A - Must be submitted for outdoor lighting controls.. ❑ Field Inspector CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING ,z 'EC-NRCC-LTO-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 2 of 4) Project Name: Oroville Cemetery District Offices TI .. Date Prepared: 5/13/2016 ISchedule of luminaires exempt from the outdoor lighting power requirements in §140.7 I Name or Symbol Description of exempt luminaire in accordance with the exemptions Schedule of luminaires exempt from the cutoff requirements in §130.2(b) Name or Symbol Description of exempt luminaire in accordance with the exemptions LED Rated 150 Watts or less Schedule of luminaires exempt from the outdoor lighting control requirements in §130.2(c) Name or Symbol I Description of exempt luminaire in accordance with the exemptions CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 ' �. air �:. .. ... �,. ,. � .:r0. - t -, r - •: `o Fail ❑'' ❑ ❑ ❑. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑1 ❑ —` Pass ❑ ❑ ❑ ❑ ❑ ❑ ❑. ❑ ❑. ❑ ❑ ❑A: ❑ ❑ ❑ ❑ ❑- Cl b 0 x BUG Rating - r - u .o L cam 3 ? C m c c n m to o p M LD o t o 0 a O c F - c O. O J LL E to LL _ o �.w a E a c v W c a U • y n" m W 2 Z Total Installed - ~ W Watts in this area ' . (C.E).' C',co °moo c Number of; Q I.—•Luminaires "" _ O N N: - w J Y l.7 w v Acwrdingto` 3 v ❑ m ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ 1.10 ❑ a; c 4130.0(c) r a 3 CECDefault ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 Z_ • from NA8 • a 4 r O Watts per Z uu `•Luminaire Lu � o o - - a Z D, w U. r � 0 n m S 3 W Z - .' n • -. � u° ami ami N N Q , If IY ri oF. O a E a Z= � W - STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E (Revised 06/14) CERTIFICATE OF COMPLIANCE Outdoor Lighting orolenName: Oroville Cemetery District Offices TI - CALIFORND Date Prepred: 5/13/2016 NRCC-LTO-01-E I Page 4 of 4) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: David Hensel, PE Documentation Author Signature: Company: Title24ca.com Signature Date: 5/13/2016 Address: - CEA Certification Identification (if applicable): P.O. Box 1442 City/State/Zip: San Marcos, CA 92079 Phone: (619) 347-6029 ,o ': 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. 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. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance' require to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: PatrickCOIe Responsible Designe gn - Company: ARCADEME Studio Date Signed: (� Address: 355 East 9th St. License: City/State/Zip: Chico, CA 95928 .Phone: (530) 343-5709 r , CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance lune 2013 t t t STATE OF CALIFORNIA OUTDOOR LIGHTING CONTROLS CERTIFICATE OF COMPLIANCE NRCC-LTO-02-E Outdoor Lighting Controls (Page 1 of 3) PmIM"'"'eo Oroville Cemetery District Offices TI DB Pmpamd: 5/13/2016 The NRCC-LTO-02-E shall be used to document all mandatory outdoor lighting controls that are applicable to the project. Mandatory Outdoor Lighting Control Declaration Statements Check all that apply: 0 Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance Efficiency Regulations in accordance with §110.9(a). E3 Lighting shall be controlled by a lighting control system or energy management control system in accordance with §110.9. An Installation Certificate shall be submitted in accordance with §130.4(b). El All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's instructions in accordance with §130.1 ❑ Part -Night Outdoor Lighting Controls, as defined in Section 100.1(b), shall meet the requirements in Section 110.9(b)5 ❑ All outdoor incandescent luminaires rated over 100 watts, determined in accordance with Section 130.0(c), shall be controlled by a motion sensor. ❑ All outdoor luminaires rated for use with lamps greater than 150 lamp watts, determined in accordance with Section 130.0(c), shall comply with, Backlight, Uplight, and Glare (collectively referred to as "BUG") in accordance with Section 130.2(b) E) All installed outdoor lighting shall be controlled by a photocontrol or outdoor astronomical time -switch control in accordance with Section 130.2(c)1 E3 All installed outdoor lighting shall be circuited and independently controlled from other electrical loads by an automatic scheduling control in accordance with Section 130.2(c)2 0 All installed outdoor lighting, where the bottom of the luminaire is mounted 24 feet or less above the ground, shall be controlled with automatic lighting controls in accordance with Section 130.2(c)3 ❑ For Outdoor Sales Frontage, Outdoor Sales Lots, and Outdoor Sales Canopies lighting, an automatic lighting control in accordance with Section 130.2(c)4 ® For Building Facade, Ornamental Hardscape and Outdoor Dining lighting, an automatic lighting control in accordance with Section 130.2(c)5 © Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with §130.4.(a). Outdoor lighting controls shall comply with the applicable requirements of Section 130.2(c) and Reference Nonresidential Appendix NA7.8 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance r May 2015 Af STATE OF CALIFORNIA OUTDOOR LIGHTING CONTROLS " CEC-NRCC-LTO-02-E ReAsed 05/15 - r- 1 - CALIFORNIA, ENERGY COMMISSION CERTIFICATE OF COMPLIANCE ` . _ NRCC-LTO-02-E Outdoor Lighting Controls Y a (Page 2 of 3) F P.1 -N'"'•' Oroville Cemetery District Offices TI °"•" °p"•e. 5/13/2016 f MANDATORY OUTDOOR LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST ' v " = , Outdoor Lighting Control Schedule , Standards Complying With �'+ (✓, all that apply, or enter'E' if Exempted) z . a n y rpCL A. B. -.0 D E F G H I N O Type/ Description of Lighting Control (i.e. • r I motion sensor, photocontrol, outdoor I p . , �' Location and APP ,,i %, lication of W W � W " W W W astronomical time -switch control, : of, Luminaires being controlledN N N N N N • a c centralized time -based zone lighting Units41 '- control) j W 4 Building Facade 1 Photocontrol w 1- w 01; -40,1 Building Facade Photocontrol t 10 i01,. Main Entry Photocontrol ❑t< --0.- 0-7❑,. 70-. ❑ '❑:* j M 0 ❑, ❑h 't❑ `❑ :❑k ❑ ❑ CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance ( a May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING CONTROLS CEC-NRCC-LTO-02-E Revised 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-02-E OutdoocLighting Controls (Page 3 of 3) e1OfBCNiT : Oroville Cemetery District Offices TI °a°p °p"'"` 5/13/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: David Hensel, PE Company: Signature Date: Title24ca.com 5/13/2016 Address: - P.O. Box 1442 CEA Certification Identification (if applicable): City/State/Zip: San Marcos, CA 92079 phone: (619) 347-6029 °s 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. 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 completed signed copy of this Certificate of Compliance shall be made availab the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy this C ificate of Compliance is required'to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Patrick COTe Responsible Designer Signatu Company: ARCADEME Studio Date signed: b Address: 355- East 9th St. License: ' city/state/Zip: phone: Chico, CA 95928 - (530) 343-5709 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES .CEC-NRCC-LTO-03-E Revised 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor Lighting Power Allowances (Page 1 of 4) '-I-"': Oroville Cemetery District Offices TI eieP" ,di 5/13/2016 A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARY 1. General Hardscape Lighting Power Allowance (Site Total from Section B of NRCC-LTO-03-E) 1. 0 2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed watts determined in Section C-1 to C-4 of NRCC-LTO-03-E. PER APPLICATEj PER UNIT LENGTH PER HARDSCAPE AREA PER SPECIFIC AREA . from Section (SALES FRONTAGE) (ORNAMENTAL LIGHTING) from Section C-4. from Section C-2 from Section C-3 + 0 + 0 + 80 = z. 160 3. Sum Total ALLOWED Outdoor Lighting Wattage (add rows 1 and 2) 3. 160 B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) - Initial Wattage Allowance(IWA) Total General Har e Lightin w nce A B C D E F G H I Illuminated Name of area Har Area AWA Per Square Foot AWA(BxC) Perimeter Length of General Hardscape LPA per Linear Foot LWA (E x F ) 00 I alts ) D+G+H TOTAL 0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC-LTO-03-E ReAsed 05115 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor Lighting Power Allowances (Page 2 of 4) Oroville Cemetery District Offices TI DiePmp—a 5/13/2016 C. ADDITIONAL "USE IT OR LOSE IT" OUTDOOR LIGHTING POWER ALLOWANCES FOR SPECIFIC APPLICATIONS R) The additional specific outdoor lighting power allowance shall be the smaller of the allowed lighting power or the actual lighting power used. 0 Use Outdoor Lighting Zone (OLZ) that is documented on page 1 of NRCC-LTO-01-E to calculate the specific wattage allowances. C-1. WATTAGE ALLOWANCE PER APPLICATION — Table 140.7-8 ❑ Available only for qualifying locations, which include Building Entrances or Exits; Primary Entrances to Senior Care Facilities, Police Stations, Hospitals, Fire Stations, and Emergency Vehicle Facilities; Drive Up Windows; Vehicle Service Station Uncovered Fuel Dispenser ❑ If more than one luminaire type is used,per location, use multiple rows for that location A B C D E F G H I 1 Name of Location for which allowance is claimed ALLOTTED WATTS - DESIGN WATTS Wattage Number of Allowance per Allotted Luminaire qualifying qualifying Watts Code or Luminaire Watts per Design Watts locations location (B x C) Symbol Luminaire Description Quantity luminaire (G x H) Allowed Watts (smaller of D or 1) Entry 1 90 90 LED Recessed LED 2 40.0 80 80 Sum total allowance per application on this site: 80 C-2. WATTAGE ALLOWANCE PER UNIT LENGTH (Sales Frontage) from Table 140.7-B ❑ If more than one luminaire type is used per location, use multiple rows for that location B C.D E F G H I • LLOTTED WATTS DESIGN WATTS Name of Location for Allotted Luminaire which allowance is Linear feet of Allowance per ode or mmaire Watts per Design Watts claimed Sales Frontage linear foot (B x C) Symbo Lu ption Quantity luminaire (G x H) " Allowed Watts (smaller of D or 1) Sum total allowance for sales frontage on the site:. 0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES OEG-NRGC-LIO-03-E(Revise tl 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor lighting Power Allowances (Page 3 of 4) Oroville Cemetery District Offices TI D9p°rpietl 5/13/2016 C-3. WATTAGE ALLOWANCE PER SQUARE FOOT OF HARDSCAPE AREA (Ornamental Lighting) —Table 140.7-B wance for the total site illuminated hardscape area. Luminaires qualifying for this allowance shall be rated for 100 watts or less as determined in accord Section and shall be post -top luminaires, lanterns, pendant luminaires, or chandeliers. ❑ If more than one luminal? sed per location, use multiple rows for that location A B I D E F H I 1 Name of area for whichWattage ornamental allowance is claimed ALLOTTED WATTS WATTS Allotted Luminaire Square feet of Allowance per Watts Cod Luminaire Watts per Design Watts Hardscape square foot (B ymbol Luminaire Descnptlo Quantity luminaire (G x H) Allowed Watts (smaller of D or 1) Sum total allowance for ornamental lighting on the site:. 0 C-4. WATTAGE ALLOWANCE PER SQUARE FOOT OF SPECIFIC AREA- Table 140.7-B Q Allowances for Building Facades; Outdoor Sales Lots; Vehicle Service Station Hardscape; Vehicle Service Station Canopies; Sales Canopies; Non -sales Canopies; Guard Stations; Student Pick-up/Drop-off zone: Outdoor Dining; Special Security Lighting for Retail Parking and Pedestrian Hardscape. ® If more than one luminaire type is used per location, use multiple rows for that location A B C D, E F G H I J ALLOTTED WATTS DESIGN WATTS Name of Location for Wattage Allotted Luminaire which allowance is Illuminated Area Allowance per Watts' Code or Luminaire Watts per Design Watts claimed of Application square foot (B x C) Symbol Luminaire Description Quantity luminaire (G x H) Allowed Watts (smaller of D or 1) Facade 1 115 0.350 40 LED Recessed LED 1 40.0 40 40 Facade 2 115 0.350 40 LED Recessed LED 1 40.0 40 40 Sum total allowance for specific area on the site: 80 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance 4 May 2015 . b - 'J STATE OF CALIFORNIA _ OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC-LTO.03-E Revised 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor Lighting Power Allowances (Page 4 of 4) °°le Nim" Oroville Cemetery District Offices TI Date°r'P'r"''5/13/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. ry// Documentation Author Name: David Hensel, PE Documentation Author Signature: TTT Company: Title24Ca.cOm signature Date: 5/13/2016 a��"0ivsa"�' Address: CEA Certification Identification litapplicablel: P.O. Box 1442 y.�� City/state/zip: San Marcos, CA 92079 Phone: (619) 347-6029 -age, 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. 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 completed signed copy of this Certificate of Compliance shall be made available with theW, ding p mit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certif ate of Com iance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Patrick Cole Responsible Desig rS' alar ' Company: ARCADEME Studio Date Signed: Address: 355 East 9th St. License: City/State/Zip: Chico, CA 95928 Phone: (530) 343-5709 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance a May 2015