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HomeMy WebLinkAbout2655 S Orange Ave - PlanI HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 DRAWING INDEX FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 SYSTEM INFORMATION SCOPE OF WORK VICINITY MAP CITY APPROVAL STAMPS 0 TITLE PAGE PARCEL MAP PHOTOVOLTAIC GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 · · · · · · · ” 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 ABBREVIATIONS PROJECT DESCRIPTION SITE SPECIFICATIONS 2 1 2 3 1 540 2 ***REVISED*** Revisions to 101111818/20177231 issued on 8/17/22. Approved by M. Smith. Revision issued on 9/28/22 2655 S Orange Ave - Revision 101111818 & 2017723110/18/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 DRAWING INDEX FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 SYSTEM INFORMATION SCOPE OF WORK VICINITY MAP CITY APPROVAL STAMPS 0 TITLE PAGE PARCEL MAP PHOTOVOLTAIC GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 · · · · · · · ” 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 ABBREVIATIONS PROJECT DESCRIPTION SITE SPECIFICATIONS E 1 S 1 S 1 .1 Bldg permit#101111463 Elect permit#20176957 Permits issued on 8/17/2022 Plng approved by E. Martin - No insp. req'd Bldg & Safety approved by J. Lo Elect approved by M. Smith 2655 S Orange Ave - 101111463 & 2017695708/17/22 NEW EQUIPMENT SCHEDULE # EQUIPMENT MANUFACTURER/MODEL EQUIPMENT DESCRIPTION 1 HANWHA Q.PEAK DUO XL-G10.3/BFG 485 HANWHA 485W PV MODULE 2 TIGO TS4-A-2F TIGO DUAL INPUT RAPID SHUTDOWN MODULE 3 JUNCTION BOX NEMA 3R JUNCTION BOX 4 CPS SCA25KTL-DO-R/US-480 CHINT POWER SYSTEMS 25KW INVERTER W/ INTEGRATED DC & AC DISCONNECTS 5 SQUARE D H362RB AC DISCONNECT SWITCH 60A, 600V, 3ɸ, 4W, LOCKABLE W/ KNIFE BLADE, NEMA 1, UL-E2875, FUSED AT 40A, CLASS RK5, TRS40R, UL LISTED TO STANDARD 248-12 FLE, E2137, 200KAIC RATING. 6 EXISTING MAIN SERVICE PANEL 600A BUSBAR, 600A DISCONNECT, 480Y/277V, 3ɸ, 4W, 30KAIC A B 4 2 1 1 1 1 2 1 1 1 1 3 GND 5 M TO EXISTING LOADS (E) 600A SWITCHGEAR 3Ø, 4W, 480Y/277V NEMA 3R, 30KAIC METER EXISTING 600A 30KAIC TO UTILITY TRANSFORMER 6 (E)EGC TO SWITCHGEAR FRAME/STRUCTURE (E)BONDING JUMP TO GROUND ROD. GROUND SYSTEM SHALL HAVE RESISTANCE OF 25OHM MAX. (N) 40A 3P A C B D FP0 FP1FP2 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 EQUIPMENT NOTES 1 2 3 4 5 PV 3 SINGLE LINE DIAGRAM INTERIOR UTILITY AREA ROOFTOP 7 2655 S Orange Ave - 101111463 & 2017695708/17/22 2655 S. ORANGE AVE., SANTA ANA, CA 92707 FLUIDIC SYSTEMS Prepared For: SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR, ALISO VIEJO, CA 92656 (714) 269-6995 Design Criteria 1- Code: CALIFORNIA BLDG CODE 2019 / ASCE 7-16 2 - Wind: 110 MPH, Exposure: C 3 - Wood Species: DF-L No. 2 (SG = 0.5 ) Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon. Contractor/Client to verify existing dimensions/conditions prior to construction & solar racking is installed per manufacturer span requirements. The use of these calculations is solely intended for the above mentioned project. 6/22/2022 Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: Job: 1-844-PV ELITE | info@yoursolarplans.com 3000 E. Birch Street Suite 201 | Brea CA 92821 2655 S Orange Ave - 101111463 & 2017695708/17/22 ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Roof Slope  =15 ° Roof Shape MonoSlope Tributary Width s = 4.00 ft Tributary Length l = 3.63 ft Effective Area A e = 14.53 ft2 Height of Structure h = 18 ft Wind Speed V = 110 mph Exposure Category C Building Width B = 70 ft Building Length L = 120 ft Zone Width a = 7 ft Elevation Height zg = 49 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 1.00 Velocity Pressure Exposure Coefficient Kz =0.88 Velocity Pressure q z = 0.00256KzKztKdKeV2 = 23.18 psf Solar Array Pressure Equalization a = 0.78 Array Edge Factor E = 1.50 Zone GCp p = qz(GCp)(E)(a) 3 2.85 -77.42 3r -- 3e -- 2 1.58 -42.85 2r -- 2e -- 2n -- 1 1.29 -34.98 1'-- 2655 S Orange Ave - 101111463 & 2017695708/17/22 LAG SCREW ANALYSIS Loads Wind Pressures qz = -42.85 psf Solar Panel Load QD = 3 psf Panel Length l = 7.267 ft Panel Width b 3.425 ft Attachment Spacing s = 4 ft Portrait Tributary Area At = 14.53 ft2 Wind Load P W = qz * At = -623 lbs Dead Load P D = Q D * At = 43.6 lbs Uplift Pa = 0.6 P D + 0.6 Pw = -347 lbs Landscape Tributary Area At = b * s = 6.85 ft2 Wind Load P W = qz * At = -293 lbs Dead Load P D = Q D * At = 20.55 lbs Uplift Pa = 0.6 P D + 0.6 Pw = -164 lbs Lag Screw Specific Gravity of Lumber SG = 0.50 (Douglas Fir-Larch) Diameter of Lag Screw D = 5/16 in Withdraw Design /in 1800*SG 3/2 *D 3/4 = 266 lbs/in Depth of Embedment lp = 2.50 in Total Nominal Withdrawal Value W = W * l p = 665 lbs Load Duration Factor CD = 1.6 Withdrawal Design Value W' = W * C D = 1064 lbs Demand Capacity Ratio DCR = Pa / W' = 0.33 < 1 OK 2655 S Orange Ave - 101111463 & 2017695708/17/22 ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check Roof Slope  = 15 ° Roof Shape MonoSlope Tributary Width s = 2.00 ft Tributary Length L = 8.00 ft Effective Area A = L ( MAX [ s , L/3] ) = 21 ft2 Height of Structure h = 18 ft Wind Speed V = 110 mph Exposure Category C Building Width B = 70 ft Building Length L = 120 ft Zone Width a = 7 ft Elevation Height zg = 49 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 1.00 Velocity Pressure Exposure Coefficient Kz = 0.88 Velocity Pressure q z = 0.00256KzKztKdKeV2 = 23.18 psf Internal Pressure Coefficient (GCpi) = -0.18 Zone GCp p = q z [(GCp) - (Gcpi)] 3 2.79 -68.78 3r - - 3e - - 2 1.55 -40.10 2r - - 2e - - 2n - - 1 1.27 -33.73 1'- - 2655 S Orange Ave - 101111463 & 2017695708/17/22 Beam/ Top Chord Check Lumber: Moment Demand # of Attachment per Rafter N A = Span : Orientation Lenght (ft) : Dead Load Roof Material: Q D = psf Live Load QLr = psf Wind Load p = psf Snow Load QS = psf Rafter Spacing s = in Wind Load, Portrait Portrait UL = Wind Load, Landscape Landscape U W = Linear Dead Load wd = plf Live Load wLr = plf Start ft Start ft End ft End ft Snow Load ws = plf Start ft Start ft End ft End ft Ma, Moment D lb-ft D+Lr lb-ft D+S lb-ft 0.6D+0.6W lb-ft D+0.45W+0.75Lr lb-ft D+0.45W+0.75S lb-ft Moment Capacity Framing Member Size Lumber Grade : DF-L No. 2 C M = 1 Ct = 1 Cr= CF = fb = psi C fu =C i = Breadth b = in Depth d = in Section Modulus Sx = bd 2 / 6 = in3 Bending Stress Capacity Fb = CM * C t * Cr * C F * fb = psi Table 4.3.1 NDS 2015 Deflection Limit E = ksi I = in4 Transient Deflection in Transient Deflection Allowed > [OKAY] Total Deflection in Total Deflection Allowed > [OKAY] 1.0 1 20 0.00 24 TPO 0.499 192 180 1.6 2484 psi D+0.45W+0.75S 789 psi 0.32 OKAY 1.6 2484 psi D+0.45W+0.75Lr 789 psi 0.32 OKAY 1.6 2484 psi 0.530 181 120 1600 5.36 0.6D+0.6W 1478 psi 0.60 OKAY 1.15 1785 psi D+S 851 psi 0.48 OKAY OKAY 1.25 1941 psi D+Lr 856 psi 0.44 OKAY DCR 0.9 1397 psi D 851 psi 0.61 3.06 1553 CD Fb' = C D * F b ASD Load Ma / S x 2x4 1.15 1.5 8.00 7.67 8.00 900 1.50 3.50 217 219 217 377 201 201 0 0.0 0 0.4 0 0 0.0 Portrait 0.4 0.0 Portrait 0 0.0 0.0 AT (ft 2) 14.533 6.85 pd (lbs) 43.6 -583 p w (lbs) ps (lbs) 0 7.67 40 0.0 0.0 0.0 0.0 0 0.0 Portrait 0 0.0 20.55 -275 0 0 0.0 Portrait 0 0.0 0.0 0 0.0 20 1 2 3 4 Eave 2 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 8.00 0.00 0.00 0.00 0.00 Portrait 0 0.0 0.0 10.00 -40.10 DF-L No. 2 2 j lj (ft) pd,j  (lbs) pw,j  (lbs) ps,j  (lbs) Portrait 1 1.3 43.6 -583 0.0 6.7 43.6 -583 0 0.0 0 0.0 0.0 0 0.0 ൌ ሺ െ ሻ െ െ െ ‐100.0 0.0 100.0 200.0 300.0 400.0 0.000 2.000 4.000 6.000 8.000 10.000 2655 S Orange Ave - 101111463 & 2017695708/17/22 EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight Module Model HANWHA Panel Weight Wpanel = 64.2 lbs Number of Panels NPV = 60 Total PV System Weight W PV = Wpanel * NPV = 3852 lbs Existing Roof Weight Roof Weight QD =10.0 psf Building Length Lbuild =120 ft Building Width W build =70 ft Roof Area Abuild =8400 ft2 Building Perimeter Pbuild = 380 ft Wall Height ht = 8 ft Wall weight Qwall = 15 psf Interior wall weight Qint = 10 psf Roof Load Wfloor = Abuild * QD = 84000 lbs Wall LoadWwall = ht /2 * Qwall * Pbuild + Abuild * Qint /2 = 64800 lbs Total Story Weight Wbuild = Wfloor + Wwall = 1E+05 lbs Percentage Weight Increase WPV / Wbuild = 2.59%< 10% OKAY 2655 S Orange Ave - 101111463 & 2017695708/17/22 2655 S. ORANGE AVE., SANTA ANA, CA 92707 FLUIDIC SYSTEMS Prepared For: SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR, ALISO VIEJO, CA 92656 (714) 269-6995 Design Criteria 1- Code: CALIFORNIA BLDG CODE 2019 / ASCE 7-16 2 - Wind: 110 MPH, Exposure: C 3 - Wood Species: DF-L No. 2 (SG = 0.5 ) Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon. Contractor/Client to verify existing dimensions/conditions prior to construction & solar racking is installed per manufacturer span requirements. The use of these calculations is solely intended for the above mentioned project. 1-844-PV ELITE | info@yoursolarplans.com 3000 E. Birch Street Suite 201 | Brea CA 92821 8/19/2022 Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: Job: 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Roof Slope  =15 ° Roof Shape MonoSlope Tributary Width s = 4.00 ft Tributary Length l = 3.74 ft Effective Area A e = 14.95 ft2 Height of Structure h = 18 ft Wind Speed V = 110 mph Exposure Category C Building Width B = 70 ft Building Length L = 120 ft Zone Width a = 7 ft Elevation Height zg = 49 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 1.00 Velocity Pressure Exposure Coefficient Kz =0.88 Velocity Pressure q z = 0.00256KzKztKdKeV2 = 23.18 psf Solar Array Pressure Equalization a = 0.78 Array Edge Factor E = 1.50 Zone GCp p = qz(GCp)(E)(a) 3 2.85 -77.12 3r -- 3e -- 2 1.58 -42.69 2r -- 2e -- 2n -- 1 1.29 -34.87 1'-- 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 LAG SCREW ANALYSIS Loads Wind Pressures qz = -42.69 psf Solar Panel Load QD = 3 psf Panel Length l = 7.477 ft Panel Width b 3.7205 ft Attachment Spacing s = 4 ft Portrait Tributary Area At = 14.95 ft2 Wind Load P W = qz * At = -638 lbs Dead Load P D = Q D * At = 44.862 lbs Uplift Pa = 0.6 P D + 0.6 Pw = -356 lbs Landscape Tributary Area At = b * s = 7.4409 ft2 Wind Load P W = qz * At = -318 lbs Dead Load P D = Q D * At = 22.323 lbs Uplift Pa = 0.6 P D + 0.6 Pw = -177 lbs Lag Screw Specific Gravity of Lumber SG = 0.50 (Douglas Fir-Larch) Diameter of Lag Screw D = 5/16 in Withdraw Design /in 1800*SG 3/2 *D 3/4 = 266 lbs/in Depth of Embedment lp = 2.50 in Total Nominal Withdrawal Value W = W * l p = 665 lbs Load Duration Factor CD = 1.6 Withdrawal Design Value W' = W * C D = 1064 lbs Demand Capacity Ratio DCR = Pa / W' = 0.33 < 1 OK 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check Roof Slope  = 15 ° Roof Shape MonoSlope Tributary Width s = 2.00 ft Tributary Length L = 8.00 ft Effective Area A = L ( MAX [ s , L/3] ) = 21 ft2 Height of Structure h = 18 ft Wind Speed V = 110 mph Exposure Category C Building Width B = 70 ft Building Length L = 120 ft Zone Width a = 7 ft Elevation Height zg = 49 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 1.00 Velocity Pressure Exposure Coefficient Kz = 0.88 Velocity Pressure q z = 0.00256KzKztKdKeV2 = 23.18 psf Internal Pressure Coefficient (GCpi) = -0.18 Zone GCp p = q z [(GCp) - (Gcpi)] 3 2.79 -68.78 3r - - 3e - - 2 1.55 -40.10 2r - - 2e - - 2n - - 1 1.27 -33.73 1'- - 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 Beam/ Top Chord Check Lumber: Moment Demand # of Attachment per Rafter N A = Span : Orientation Lenght (ft) : Dead Load Roof Material: Q D = psf Live Load QLr = psf Wind Load p = psf Snow Load QS = psf Rafter Spacing s = in Wind Load, Portrait Portrait UL = Wind Load, Landscape Landscape U W = Linear Dead Load wd = plf Live Load wLr = plf Start ft Start ft End ft End ft Snow Load ws = plf Start ft Start ft End ft End ft Ma, Moment D lb-ft D+Lr lb-ft D+S lb-ft 0.6D+0.6W lb-ft D+0.45W+0.75Lr lb-ft D+0.45W+0.75S lb-ft Moment Capacity Framing Member Size Lumber Grade : DF-L No. 2 C M = 1 Ct = 1 Cr= CF = fb = psi C fu =C i = Breadth b = in Depth d = in Section Modulus Sx = bd 2 / 6 = in3 Bending Stress Capacity Fb = CM * C t * Cr * C F * fb = psi Table 4.3.1 NDS 2015 Deflection Limit E = ksi I = in4 Transient Deflection in Transient Deflection Allowed > [OKAY] Total Deflection in Total Deflection Allowed > [OKAY] -40.10 DF-L No. 2 2 j lj (ft) pd,j  (lbs) pw,j  (lbs) ps,j  (lbs) Portrait 1 1.3 44.9 -600 0.0 6.8 44.9 -600 0 0.0 0 0.0 0.0 0 0.0 0.0 8.00 0.00 0.00 0.00 0.00 Portrait 0 0.0 0.0 10.00 1 2 3 4 Eave 2 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0 0.0 Portrait 0 0.0 0.0 0 0.0 20 40 0.0 0.0 0.0 0.0 0 0.0 Portrait 0 0.0 22.323 -298 0 0 0.0 0 0.3 0 0 0.0 Portrait 0.3 0.0 Portrait 0 0.0 0.0 AT (ft 2) 14.954 7.4409 pd (lbs) 44.862 -600 p w (lbs) ps (lbs) 0 7.78 2x4 1.15 1.5 8.00 7.78 8.00 900 1.50 3.50 215 216 215 367 197 197 DCR 0.9 1397 psi D 844 psi 0.60 3.06 1553 CD Fb' = C D * F b ASD Load Ma / S x 1.15 1785 psi D+S 844 psi 0.47 OKAY OKAY 1.25 1941 psi D+Lr 847 psi 0.44 OKAY 1.6 2484 psi 0.512 188 120 1600 5.36 0.6D+0.6W 1440 psi 0.58 OKAY 1.0 1 20 0.00 24 TPO 0.485 198 180 1.6 2484 psi D+0.45W+0.75S 772 psi 0.31 OKAY 1.6 2484 psi D+0.45W+0.75Lr 772 psi 0.31 OKAY ൌ ሺ െ ሻ െ െ െ ‐100.0 0.0 100.0 200.0 300.0 400.0 0.000 2.000 4.000 6.000 8.000 10.000 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight Module Model AXITEC Panel Weight Wpanel = 62.7 lbs Number of Panels NPV = 56 Total PV System Weight W PV = Wpanel * NPV = 3511 lbs Existing Roof Weight Roof Weight QD =10.0 psf Building Length Lbuild =120 ft Building Width W build =70 ft Roof Area Abuild =8400 ft2 Building Perimeter Pbuild = 380 ft Wall Height ht = 8 ft Wall weight Qwall = 15 psf Interior wall weight Qint = 10 psf Roof Load Wfloor = Abuild * QD = 84000 lbs Wall LoadWwall = ht /2 * Qwall * Pbuild + Abuild * Qint /2 = 64800 lbs Total Story Weight Wbuild = Wfloor + Wwall = 1E+05 lbs Percentage Weight Increase WPV / Wbuild = 2.36%< 10% OKAY 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 A/C A/C A/C SL SL I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 SITE NOTES SCALE: 1/8" = 1'-0" N S E W PV 1 SITE PLAN 1 A 2 3 SITE PLAN ARRAY INFORMATION ROOF A ROOF PITCH <5° ROOF MATERIAL ASPHALT CAP SHEET ROOF FRAMING 2"x4" JOISTS @24" O.C. MODULE COUNT 56 MODULE AREA 1557.5SQ.FT. ARRAY TILT 15° ARRAY AZIMUTH 180° PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE EXISTING PARKING ST R E E T EN T R A N C E OR A N G E AV E A EXISTING ROOF ACCESS HATCH ELECTRICAL SWITCHGEAR 480Y/277V, 3Ø-4W 600A SECTION 600A MAIN 51'-10" 26'-4" 5'-9" 18'-3" 120'-9" 74'-9" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 5'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 6'-0"4'-0" 4 2 1 2 ELIMINATED MODULES 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 A/C A/C A/C SL SL I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714) 269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 SITE NOTES SCALE: 1/8" = 1'-0" N S E W PV 1 SITE PLAN 1 A 2 3 SITE PLAN ARRAY INFORMATION ROOF A ROOF PITCH <5° ROOF MATERIAL ASPHALT CAP SHEET ROOF FRAMING 2"x4" JOISTS @24" O.C. MODULE COUNT 60 MODULE AREA 1493.3SQ.FT. ARRAY TILT 15° ARRAY AZIMUTH 180° PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE EXISTING PARKING ST R E E T E N T R A N C E OR A N G E A V E A EXISTING ROOF ACCESS HATCH ELECTRICAL SWITCHGEAR 480Y/277V, 3Ø-4W 600A SECTION 600A MAIN 51'-10" 27'-6" 5'-7" 20'-0" 120'-9" 74'-9" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 5'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 6'-0" 2655 S Orange Ave - 101111463 & 2017695708/17/22 1 9 ' - 6 " 2' - 6 " 4'-0" MIN 4'-0" 2' JB S1 S1 S2 S2 S3 S3 S4 S4 A/C A/C A/C SL SL I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714) 269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 PV 2 PLOT PLAN PLAN LEGEND S1 SCALE: 1/8" = 1'-0" PLOT PLAN SCALE: 1/4" = 1'-0" ELEVATION VIEW N S E W A 1 2 3 4 5 6 A - 31'-0" 4'-0" 4'-0" 4'-0" 5'-0" 23'-0" 8'-5" 14'-6" 8'-5" 8'-6" 4'-0" 8'-9" 4'-0" 13'-2" 4'-0" 14'-1" EXTERIOR ACCESS DOOR PLACE PLACARD STATING "SOLAR DISCONNECT LOCATED INSIDE" 6'-0" 9'-11" 87.2"L X 41.1"W X 1.38"D 2655 S Orange Ave - 101111463 & 2017695708/17/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 PV 4 GROUNDING RAIL TO RAIL BONDING #6 BARE COPPER WIRE INV (IF USED) MSP CONTINUOUS GROUND PER SLD JBOX GROUND BUSHINGS REQ. MODULE RAIL SOLAR METER (IF REQ) (A) (1)BOND STRIP GROUNDS RAIL TO RAIL SPLICES - STAR WASHERS USED TO BOND RAIL TO BONDING STRIP (2)SPLICE BAR, SELF-TAP SCREWS JOIN RAILS. BONDING STRIPS USED ON RAILS WITH GROUND LUGS. (1) (2) (3) IF SPLICE BAR HAS INTEGRATED GROUND, BONDING STRIP IS NOT NECESSARY. (3)WHERE NEITHER BONDING STRIP, INTEGRATED GROUNDING SPLICE BAR, OR INTEGRATED GROUNDING MIDCLAMP ARE USED, UL 2703 APPROVED GROUND LUG WITH #6 BARE COPPER SHALL BE USED TO GROUND SPLICED RAILS. USE METHOD (3) IF (1) AND (2) NOT APPROVED (1) (C)RAIL SPLICE GROUNDING (C) #6 BARE COPPER RAIL 1 RAIL 2 EITHER METHOD 1-3 PER MANUFACTURERS INSTALL INSTRUCTIONS CONDUIT COMPRESSION FITTING LOCK NUT GROUNDING BUSHING WITH LAY-IN LUG ENCLOSURE CONTINUOUS GROUND STRIP INSULATION CONDUIT GROUNDING DETAIL EQUIPMENT GROUND BUSHINGS REQ. FOR SYSTEMS OVER 250V MODULE TO RAIL GROUNDING GROUNDING GBL-4DBT OR -4SS UL APPROVED GROUND LUG TO BE INSTALLED PER INSTRUCTIONS TO MODULES. #6 BARE - COPPER WIRE TO BE USED TO GROUND MODULES TO MODULES TO RAIL PER INSTALL INSTRUCTIONS. OR (B)(A) MODULE TO RAIL GROUNDING APPROVED UL2703 COMPLAINT BURNDY WEEB CLIPS MAY BE USED WHEN LOCAL JURISDICTION APPROVES. WHEN WEEB CLIPS ARE NOT APPROVED, METHOD B SHALL BE USED. WEEB CLIP (B)MODULE TO RAIL BONDING #6 BARE COPPER WIRE 2655 S Orange Ave - 101111463 & 2017695708/17/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714) 269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 SIGNAGE REQUIREMENTS GENERAL FIRE GUIDELINES & MARKING REQTS: SEC. 5. MARKINGS, LABELS, AND WARNING SIGNS. CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CAUTION: SOLAR CIRCUIT PV 5 SIGNAGE COMBINER BOX/ CIRCUITS/ CONDUIT/ COMBINER BOX/ ENCLOSURES/ EMT ENCLOSURES1 1 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL 1 2 BUILDING / STRUCTURE2 CEC 705.10 - BY MAIN SERVICE PANEL: CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION MAIN ELECTRIC SERVICE DISCONNECT SOLAR A/C DISCONNECT PV SOLAR ARRAY(S) SOLAR INVERTER D/C DISCONNECT DC DISCONNECT/ BREAKER/ RECOMBINER BOX3 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT PHOTOVOLTAIC DC DISCONNECT EMT/ DC CONDUIT RACEWAYS 4 WARNING: PHOTOVOLTAIC POWER SOURCE INVERTER5 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 480V PRODUCTION/ NET METER6 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM AC DISCONNECT/ BREAKER/ POINTS OF CONNECTION7 PHOTOVOLTAIC AC DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION 30.5A BREAKER PANEL/ PULL BOXES8 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL MAIN SERVICE DISCONNECT 9 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN (690.56(C)(1)(a) YELLOW WITH BLACK LETTERING) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 10 BY RAPID SHUTDOWN SWITCH (WITHIN 3 FT)10 10 7 4 3 MAX SYSTEM VOLTAGE: MAX CIRCUIT CURRENT: MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-DC CONVERTER (IF INSTALLED): POWER SOURCE OUTPUT PV INVERTER DC DISCONNECT 5 8 6 9 PV SYSTEM LABELING REQUIREMENTS NOT TO SCALE AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1000V 90A 15A 5 7 4 4 *RAPID SHUTDOWN SWITCH CAN BE EITHER THE AC DISCONNECT SWITCH OR A SEPARATE SWITCH. SEE PV 4 FOR TYPE OF RS SWITCH ARC FLASH AND SHOCK HAZARD APPROPRIATE PPE AND TOOLS REQUIRED WHILE WORKING ON THIS ENERGIZED EQUIPMENT. WARNING WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.31(G)(3) CEC 690.53 CEC 690.13(B) CEC 690.54 CEC 690.54 CEC 110.16 CEC 690.59, 705.12(D)(3) CEC 110.27(C) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.27(C) CEC 690.13(B) CEC 690.27(C) CEC 690.13(F), 705.12(B)(3-4) CEC 690.59, 705.12(B)(3-4) WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) 480V 30.5A 480V 30.5A EXTERIOR ACCESS DOOR 2655 S Orange Ave - 101111463 & 2017695708/17/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714) 269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 PV 6 EQUIPMENT SPECIFICATIONS 2655 S Orange Ave - 101111463 & 2017695708/17/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714) 269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 PV 7 UL LISTING 2655 S Orange Ave - 101111463 & 2017695708/17/22 BUILDING SPECIFICATIONS TYPE: STORIES: BUILDING HEIGHT: SQUARE FOOTAGE: ROOF SLOPE (°): ROOF TYPE: FRAME: MOUNTING SPECIFICATIONS F1 1 19'-6" 8,304 <5° ASPHALT CAP SHEET 2"X4" JOISTS @ 24" O.C. SPACING RACKING SYSTEM: ATTACHMENT SPACING: MOUNTING TYPE: TILT LEG HEIGHT: HEIGHT OF PV MODULE ABOVE ROOF SURFACE: PRO SOLAR SOLAR WEDGE DEEP RAILING 4'-0" TILT 15° 17" ~24" I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 S 1.0 STRUCTURAL STRUCTURAL FRAMING PLAN SCALE: 1/8" = 1'-0" LEGEND [E] 28'x5.25" G.L.B. @ 24'-0" O.C. [E] 4"x16" DF PURLINS @ 8'-0" O.C. [E] 2"x4" DF JOISTS @ 2'-0" O.C. [N] PV ATTACHMENTS @ 4'-0" O.C. 11 4 ELIMINATED MODULES 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 BUILDING SPECIFICATIONS TYPE: STORIES: BUILDING HEIGHT: SQUARE FOOTAGE: ROOF SLOPE (°): ROOF TYPE: FRAME: MOUNTING SPECIFICATIONS F1 1 19'-6" 8,304 <5° ASPHALT CAP SHEET 2"X4" JOISTS @ 24" O.C. SPACING RACKING SYSTEM: ATTACHMENT SPACING: MOUNTING TYPE: TILT LEG HEIGHT: HEIGHT OF PV MODULE ABOVE ROOF SURFACE: PRO SOLAR SOLAR WEDGE DEEP RAILING 4'-0" TILT 15° 17" ~24" I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 S 1.0 STRUCTURAL STRUCTURAL FRAMING PLAN SCALE: 1/8" = 1'-0" LEGEND [E] 28'x5.25" G.L.B. @ 24'-0" O.C. [E] 4"x16" DF PURLINS @ 8'-0" O.C. [E] 2"x4" DF JOISTS @ 2'-0" O.C. [N] PV ATTACHMENTS @ 4'-0" O.C. 2655 S Orange Ave - 101111463 & 2017695708/17/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 S 1.1 RACKING DETAILS E-CURB SEALANT OR SOLAR MODULE (1)5/16"DIA. X 3" LAG SCREW 2-1/2" MIN. EMBEDMENT AT EACH ATTACHMENT POINT INTO EXISTING FRAMING 3/8"x3/4" HEX BOLT W/ 3/8" FLAT WASHER MODULE MID/ END CLAMP (E)ROOF FRAMING ROOFING MATERIAL ROOFTRAC RAIL EQUIVILANT 13° 2'-0" 2655 S Orange Ave - 101111463 & 2017695708/17/22 Solar Energy Builders, Inc. Tel: (949) 495-1988 Fax: (949) 266-5823 www.solarenergybuilders.com CA Lic.#378817 Since 1979 65 Enterprise, Third Floor, Aliso Viejo, CA 92656 August 26, 2022 City of Santa Ana Att: Plan Review Engineer Re: Commercial Solar PV System – 2655 S. Orange Ave. Electrical Permit # 20176957 Building Permit # 101111463 Due to a change in the availability of the originally specified solar modules we are submitting plan modifications as follows. Permitted size and module type - 60 Hanwha Q.Peak DUO XL-G10.3/BFG 485 watt totaling 29.1kW/DC utilizing a Tigo TS4-A-2F for rapid shutdown compliance. Proposed modification module type and system sizing - 56 Axitec AC-540MBT/144V 540 watt totaling 30.24kW/DC using an APsmart RSD-D-20 for rapid shutdown compliance. Other than the proposed module type/quantity and rapid shutdown device there were no changes to the specified inverters and balance of systems. We have noted the changes with a Delta symbol throughout the plans as described below. 1. The system sizing STC and CEC have been marked with a Delta 1 2. The solar module type, quantity, and revised sq. ft. have been marked with a Delta 2 3. The rapid shut down device have been marked with a Delta 3 4. The location where 4 solar modules were deleted to reduce the system to 56 solar modules has been marked with a Delta 4. No other changes to components not listed above have been made. Should you have any additional questions please feel free to contact me at your convenience at 714- 269-6995. Sincerely, _//Tom M. Djokovich______ Tom M. Djokovich, Solar Energy Builders, Inc. 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 NEW EQUIPMENT SCHEDULE # EQUIPMENT MANUFACTURER/MODEL EQUIPMENT DESCRIPTION 1 AXITEC AC-540MBT/144V AXITEC 540W PV MODULE 2 AP SMART RSD-D-20 DUAL INPUT RAPID SHUTDOWN MODULE, 20A PER CHANNEL, 160V MAX INPUT, 1000VMAX SYSTEM 3 JUNCTION BOX NEMA 3R JUNCTION BOX 4 CPS SCA25KTL-DO-R/US-480 CHINT POWER SYSTEMS 25KW INVERTER W/ INTEGRATED DC & AC DISCONNECTS 5 SQUARE D H362RB AC DISCONNECT SWITCH 60A, 600V, 3ɸ, 4W, LOCKABLE W/ KNIFE BLADE, NEMA 1, UL-E2875, FUSED AT 40A, CLASS RK5, TRS40R, UL LISTED TO STANDARD 248-12 FLE, E2137, 200KAIC RATING. 6 EXISTING MAIN SERVICE PANEL 600A BUSBAR, 600A DISCONNECT, 480Y/277V, 3ɸ, 4W, 30KAIC A B 4 2 1 1 1 1 2 1 1 1 1 3 GND 5 M TO EXISTING LOADS (E) 600A SWITCHGEAR 3Ø, 4W, 480Y/277V NEMA 3R, 30KAIC METER EXISTING 600A 30KAIC TO UTILITY TRANSFORMER 6 (E)EGC TO SWITCHGEAR FRAME/STRUCTURE (E)BONDING JUMP TO GROUND ROD. GROUND SYSTEM SHALL HAVE RESISTANCE OF 25OHM MAX. (N) 40A 3P A C B D FP0 FP1FP2 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 EQUIPMENT NOTES 1 2 3 4 5 E 1.0 SINGLE LINE DIAGRAM INTERIOR UTILITY AREA ROOFTOP 1 2 3 2 3 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 A/C A/C A/C SL SL I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 SITE NOTES SCALE: 1/8" = 1'-0" N S E W PV 1 SITE PLAN 1 A 2 3 SITE PLAN ARRAY INFORMATION ROOF A ROOF PITCH <5° ROOF MATERIAL ASPHALT CAP SHEET ROOF FRAMING 2"x4" JOISTS @24" O.C. MODULE COUNT 56 MODULE AREA 1557.5SQ.FT. ARRAY TILT 15° ARRAY AZIMUTH 180° PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE EXISTING PARKING ST R E E T EN T R A N C E OR A N G E AV E A EXISTING ROOF ACCESS HATCH ELECTRICAL SWITCHGEAR 480Y/277V, 3Ø-4W 600A SECTION 600A MAIN 51'-10" 26'-4" 5'-9" 18'-3" 120'-9" 74'-9" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 5'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 6'-0"4'-0" 4 2 1 2 ELIMINATED MODULES 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 1 9 ' - 6 " 2' - 6 " 4'-0" MIN 4'-0" 2' JB S1 S1 S2 S2 S3 S3 S4 S4 A/C A/C A/C SL SL I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 PV 2 PLOT PLAN PLAN LEGEND S1 SCALE: 1/8" = 1'-0" PLOT PLAN SCALE: 1/4" = 1'-0" ELEVATION VIEW N S E W A 1 2 3 4 5 6 A - 31'-0" 4'-3" 4'-0" 4'-0" 5'-0" 21'-10" 8'-5" 12'-8" 8'-5" 6'-9" 4'-3" 8'-9" 4'-0" 12'-5" 4'-0" 13'-10" EXTERIOR ACCESS DOOR PLACE PLACARD STATING "SOLAR DISCONNECT LOCATED INSIDE" 6'-0" 8'-2" 89.72"L X 44.64"W X 1.38"D 4'-0" 2 56 2 1 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 PV 4 GROUNDING RAIL TO RAIL BONDING #6 BARE COPPER WIRE INV (IF USED) MSP CONTINUOUS GROUND PER SLD JBOX GROUND BUSHINGS REQ. MODULE RAIL SOLAR METER (IF REQ) (A) (1)BOND STRIP GROUNDS RAIL TO RAIL SPLICES - STAR WASHERS USED TO BOND RAIL TO BONDING STRIP (2)SPLICE BAR, SELF-TAP SCREWS JOIN RAILS. BONDING STRIPS USED ON RAILS WITH GROUND LUGS. (1) (2) (3) IF SPLICE BAR HAS INTEGRATED GROUND, BONDING STRIP IS NOT NECESSARY. (3)WHERE NEITHER BONDING STRIP, INTEGRATED GROUNDING SPLICE BAR, OR INTEGRATED GROUNDING MIDCLAMP ARE USED, UL 2703 APPROVED GROUND LUG WITH #6 BARE COPPER SHALL BE USED TO GROUND SPLICED RAILS. USE METHOD (3) IF (1) AND (2) NOT APPROVED (1) (C)RAIL SPLICE GROUNDING (C) #6 BARE COPPER RAIL 1 RAIL 2 EITHER METHOD 1-3 PER MANUFACTURERS INSTALL INSTRUCTIONS CONDUIT COMPRESSION FITTING LOCK NUT GROUNDING BUSHING WITH LAY-IN LUG ENCLOSURE CONTINUOUS GROUND STRIP INSULATION CONDUIT GROUNDING DETAIL EQUIPMENT GROUND BUSHINGS REQ. FOR SYSTEMS OVER 250V MODULE TO RAIL GROUNDING GROUNDING GBL-4DBT OR -4SS UL APPROVED GROUND LUG TO BE INSTALLED PER INSTRUCTIONS TO MODULES. #6 BARE - COPPER WIRE TO BE USED TO GROUND MODULES TO MODULES TO RAIL PER INSTALL INSTRUCTIONS. OR (B)(A) MODULE TO RAIL GROUNDING APPROVED UL2703 COMPLAINT BURNDY WEEB CLIPS MAY BE USED WHEN LOCAL JURISDICTION APPROVES. WHEN WEEB CLIPS ARE NOT APPROVED, METHOD B SHALL BE USED. WEEB CLIP (B)MODULE TO RAIL BONDING #6 BARE COPPER WIRE 1 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 SIGNAGE REQUIREMENTS GENERAL FIRE GUIDELINES & MARKING REQTS: SEC. 5. MARKINGS, LABELS, AND WARNING SIGNS. CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CAUTION: SOLAR CIRCUIT PV 5 SIGNAGE COMBINER BOX/ CIRCUITS/ CONDUIT/ COMBINER BOX/ ENCLOSURES/ EMT ENCLOSURES1 1 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL 1 2 BUILDING / STRUCTURE2 CEC 705.10 - BY MAIN SERVICE PANEL: CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION MAIN ELECTRIC SERVICE DISCONNECT SOLAR A/C DISCONNECT PV SOLAR ARRAY(S) SOLAR INVERTER D/C DISCONNECT DC DISCONNECT/ BREAKER/ RECOMBINER BOX3 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT PHOTOVOLTAIC DC DISCONNECT EMT/ DC CONDUIT RACEWAYS 4 WARNING: PHOTOVOLTAIC POWER SOURCE INVERTER5 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 480V PRODUCTION/ NET METER6 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM AC DISCONNECT/ BREAKER/ POINTS OF CONNECTION7 PHOTOVOLTAIC AC DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION 30.5A BREAKER PANEL/ PULL BOXES8 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL MAIN SERVICE DISCONNECT 9 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN (690.56(C)(1)(a) YELLOW WITH BLACK LETTERING) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 10 BY RAPID SHUTDOWN SWITCH (WITHIN 3 FT)10 10 7 4 3 MAX SYSTEM VOLTAGE: MAX CIRCUIT CURRENT: MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-DC CONVERTER (IF INSTALLED): POWER SOURCE OUTPUT PV INVERTER DC DISCONNECT 5 8 6 9 PV SYSTEM LABELING REQUIREMENTS NOT TO SCALE AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1000V 90A 15A 5 7 4 4 *RAPID SHUTDOWN SWITCH CAN BE EITHER THE AC DISCONNECT SWITCH OR A SEPARATE SWITCH. SEE PV 4 FOR TYPE OF RS SWITCH ARC FLASH AND SHOCK HAZARD APPROPRIATE PPE AND TOOLS REQUIRED WHILE WORKING ON THIS ENERGIZED EQUIPMENT. WARNING WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.31(G)(3) CEC 690.53 CEC 690.13(B) CEC 690.54 CEC 690.54 CEC 110.16 CEC 690.59, 705.12(D)(3) CEC 110.27(C) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.27(C) CEC 690.13(B) CEC 690.27(C) CEC 690.13(F), 705.12(B)(3-4) CEC 690.59, 705.12(B)(3-4) WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) 480V 30.5A 480V 30.5A EXTERIOR ACCESS DOOR 1 4 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 PV 6 EQUIPMENT SPECIFICATIONS 1 1 2 3 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 PV 7 UL LISTING 1 FF02 DQD 507 Rev. 2019-04-30 © 2018 CSA Group. All rights reserved. Page 1 Certificate of Compliance Certificate: Master Contract: 259077 Project: Date Issued: 2022-08-08 Issued to: Attention: 70218631 80135819 Altenergy Power System Inc. No.1 Yatai Road Jiaxing, Zhejiang, 314050 CHINA Kevin Lu The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only Issued by:Magic Zhang Magic Zhang PRODUCTS CLASS 5311 09 - POWER SUPPLIES - Distributed Generation Power Systems Equipment CLASS 5311 89 - POWER SUPPLIES - Distributed Generation Power Systems Equipment - Certified to U.S. Standards APsmart Rapid Shutdown System: Model Attenuators Initiation Device System Ratings Type-A RSD-S-PLC-A Transmitter-PLC System voltage 1000Vdc, Attenuators Input: 8~80Vdc, 15Amax per module, 15A max input short circuit. Attenuators Output: 8~80Vdc, 15Amax, 800W max per module. Rapid shutdown time limit 15s. Initiated by the loss of AC power Type-B RSD-S-PLC-B Transmitter-PLC System voltage 1500Vdc, Attenuators Input: 8~80Vdc, 15Amax per module, 15A max input short circuit. Attenuators Output: 8~80Vdc, 15Amax, 800W max per module. Rapid shutdown time limit 15s. Initiated by the loss of AC power Certificate: 70218631 Project: 80135819 Master Contract: 259077 Date Issued: 2022-08-08 DQD 507 Rev. 2019-04-30 © 2018 CSA Group. All rights reserved.Page 2 Type-C RSD-S-PLC-A Transmitter-PLC-PCBA System voltage 1000Vdc, Attenuators Input: 8~80Vdc, 15Amax per module, 15A max input short circuit. Attenuators Output: 8~80Vdc, 15Amax, 800W max per module. Rapid shutdown time limit 15s. Initiated by the loss of AC power Type-D RSD-S-PLC-B Transmitter-PLC-PCBA System voltage 1500Vdc, Attenuators Input: 8~80Vdc, 15Amax per module, 15A max input short circuit. Attenuators Output: 8~80Vdc, 15Amax, 800W max per module. Rapid shutdown time limit 15s. Initiated by the loss of AC power Model Attenuators Initiation Device Inverter System Ratings APsmart’s RSD system, PVRSS: Sunspec Altenergy Power System Inc. RSD-S-PLC-A RSD-S-PLC-B RSD-D-15-1000 RSD-D-20-1000 RSD-D-25-1000 RSD-D-15-1500 RSD-D-20-1500 RSD-D-25-1500 Zhejiang Twinsel Electronic Technology Co., Ltd. PV-SY020-A PV-SY020 Baoding Yitong PV Science&Technology Co., Ltd. YT-RSD-P-1000 YT-RSD-P-1500 Altenergy Power System Inc. Transmitter-PLC Transmitter-PLC- PCBA Transmitter-PLC-1P Zhejiang Twinsel Electronic Technology Co., Ltd. PV-SY020-PLC PV-SY020-PCBA Baoding Yitong PV Science&Technology Co., Ltd. Transmitter-PLC Transmitter-PLC- PCBA SHANGHAI CHINT POWER SYSTEMS CO., LTD. CPS SCA60KTL- DO/US-480 CPS SCA50KTL- DO/US-480 CPS SCA25KTL-DO- R/US-480 CPS SCA20KTL-DO- R/US-480 CPS SCA25KTL- DO/US-208 1000 Vdc maximum system voltage. Rapid shutdown time limit 30s with inverter. Initiated by the loss of AC power. Delta Electronics (Shanghai) Co., Ltd. M10-4-TL-US M10-TL-US M8-TL-US M6-TL-US M5-TL-US M4-TL-US E8-TL-US E6-TL-US E4-TL-US 600 Vdc maximum system voltage. Rapid shutdown time limit 30s with inverter. Initiated by the loss of AC power. LG ELECTRONICS, INC. D007KEEN261 600 Vdc maximum system voltage. Rapid shutdown time limit 30s with inverter. Certificate: 70218631 Project: 80135819 Master Contract: 259077 Date Issued: 2022-08-08 DQD 507 Rev. 2019-04-30 © 2018 CSA Group. All rights reserved. Page 11 APPLICABLE REQUIREMENTS UL Std. No. 1741-Third Edition - Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resources (Third Edition, Dated September 28, 2021) CSA C22.2 No. 330-17 - Photovoltaic rapid shutdown systems Note: Photovoltaic Rapid Shutdown Function has also been evaluated according to CEC Code, Part I, Rule 64-218; NEC-2017 and NEC-2020 Section 690.12 applicable requirement. Notes: Products certified under Class C531109 have been certified under CSA’s IS O/IEC 17065 accreditation with the Standards Council of Canada (SCC). www.scc.ca 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: FLUIDIC SYSTEMS PV 2655 S. ORANGE AVENUE SANTA ANA, CA 92707 NO. DATE DESCRIPTION STRUC. CONTRACTOR SOLAR ENERGY BUILDERS 65 ENTERPRISE 3RD FLR ALISO VIEJO, CA 92656 CSLB #378817 / B (714)269-6995 6/9/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #378817 / B6/21/2022 S 1.1 RACKING DETAILS E-CURB SEALANT OR SOLAR MODULE (1)5/16"DIA. X 3" LAG SCREW 2-1/2" MIN. EMBEDMENT AT EACH ATTACHMENT POINT INTO EXISTING FRAMING 3/8"x3/4" HEX BOLT W/ 3/8" FLAT WASHER MODULE MID/ END CLAMP (E)ROOF FRAMING ROOFING MATERIAL ROOFTRAC RAIL EQUIVILANT 13° 2'-0" 1 2655 S Orange Ave - Revision 101111818 & 20177231 10/18/22