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Home My WebLink About3900 W Segerstrom Ave - Plan: (676+25( '(6,*1(1*,1((563& 100 GREAT OAKS BLVD. Ϳ SUITE 115 A L B A N Y Ϳ N E W Y O R K Ϳ 1 2 2 0 3 :HVW6KRUH'HVLJQ(QJLQHHUVۅ*UHDW2DNV%OYGۅ6XLWHۅ$OEDQ\1<ۅ STRUCTURAL CALCULATIONS RENOVA SOLAR: FREEWAY INDUSTRIAL PARK LOAD CARRYING ANALYSIS 3 9 0 0 W ES T S E G ER S TR O M A VE . S A N TA A N N A , C A 2 0 2 2 C A LI F O R N I A B UI LD I N G C O D E P R O J E C T N O : 2 2 0 5 0 2 7 0 D e c e m b e r 0 1 , 2 0 2 2 1 2 .0 1 .2 0 2 2 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 : (676+25( '(6,*1(1*,1((563& 100 GREAT OAKS BLVD. Ϳ SUITE 115 A L B A N Y Ϳ N E W Y O R K Ϳ 1 2 2 0 3 :HVW6KRUH'HVLJQ(QJLQHHUVۅ*UHDW2DNV%OYGۅ6XLWHۅ$OEDQ\1<ۅ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¶WKHVLWDWHWRFRQWDFWXVZLWKDGGLWLRQDOUHTXHVWV 7KDQN\RX :HVWVKRUH'HVLJQ(QJLQHHUV 1LFRODV1LWWL3( 3UHVLGHQW 7R0DWWKHZ'H/D7RUUH 5HQRYD6RODU 0HGLWHUUDQHDQ 3DOP'HVHUW&$ 'DWH'HFHPEHU 5HI 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 6/9/22, 8:38 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.7081318&lng=-117.9211472&address=3900 west segerstrom ave. santa ana ca 1/2 Hazards by Location Search Information Address: 3900 west segerstrom ave. santa ana ca Coordinates: 33.7081318, -117.9211472 Elevation: 42 ft Timestamp: 2022-06-10T00:38:03.942Z Hazard Type: Seismic Reference Document: ASCE7-16 Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 1.316 MCE R ground motion (period=0.2s) S1 0.472 MCE R ground motion (period=1.0s) SMS 1.579 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value SDS 1.053 Numeric seismic design value at 0.2s SA SD1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 ÚAdditional Information Name Value Description SDC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRS 0.92 Coefficient of risk (0.2s) CR1 0.922 Coefficient of risk (1.0s) PGA 0.565 MCE G peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.678 Site modified peak ground acceleration 42 ft42 ft Report a map errorMap data ©2022 Google, INEGI 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 6/9/22, 8:38 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.7081318&lng=-117.9211472&address=3900 west segerstrom ave. santa ana ca 2/2 TL 8 Long-period transition period (s) SsRT 1.316 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.431 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.874 Factored deterministic acceleration value (0.2s) S1RT 0.472 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.513 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.643 Factored deterministic acceleration value (1.0s) PGAd 0.769 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 : (676+25( '(6,*1(1*,1((563& 100 GREAT OAKS BLVD. Ϳ SUITE 115 A L B A N Y Ϳ N E W Y O R K Ϳ 1 2 2 0 3 :HVW6KRUH'HVLJQ(QJLQHHUVۅ*UHDW2DNV%OYGۅ6XLWHۅ$OEDQ\1<ۅ 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 :HVW6KRUH'HVLJQ(QJLQHHUV3& *UHDW2DNV%OYG 6XLWH $OEDQ\1< >dZ>E>z^/^͗ ^/^D/^^,ZϮϬϭϵ ^ĞŝƐŵŝĐWĂƌĂŵĞƚĞƌƐ͗ &Ă с ϭ͘ϬϬ ^ŵƐ с &Ă ǆ ^Ɛ с ϭ͘ϱϴ ϭϭ͘ϰͲϭ ^ ϳͲϭϲ &ǀ с ^ŵϭ с &ǀ ǆ ^ϭ с ŶͬĂ ϭϭ͘ϰͲϮ ^ ϳͲϭϲ ^Ɛ с ϭ͘ϯϭ ^ĚƐ с Ϭ͘ϲϳ ǆ ^ŵƐ с ϭ͘Ϭϱ ϭϭ͘ϰͲϯ ^ ϳͲϭϲ ^ϭ с Ϭ͘ϰϳ ^Ěϭ с Ϭ͘ϲϳ ǆ ^ŵϭ с ŶͬĂ ϭϭ͘ϰͲϰ ^ ϳͲϭϲ / с ϭ͘Ϭ dĂďůĞ ϭ͘ϱͲϮ ^ ϳͲϭϲ Z с ϰ͘Ϭ dĂďůĞ ϭϮ͘ϮͲϭ ^ ϳͲϭϲ ,ĞŝŐŚƚ с ϯϬ Ĩƚ ƚ с Ϭ͘ϬϮ dĂďůĞ ϭϮ͘ϴͲϮ ^ ϳͲϭϲ ǆ с Ϭ͘ϳϱ dĂďůĞ ϭϮ͘ϴͲϮ ^ ϳͲϭϲ d с Ϭ͘Ϯϲ ƐĞĐ $6&( ĂƐĞ^ŚĞĂƌ Ɛ с ^ĚƐͬ;Zͬ/Ϳ с Ϭ͘Ϯϲ ϭϮ͘ϴͲϮ ^ ϳͲϭϲ Ɛ с ^Ěϭͬ;d;Zͬ/ͿͿ с ŶͬĂ ϭϮ͘ϴͲϯ ^ ϳͲϭϲ ;Dy/DhDͿ Ɛ с Ϭ͘Ϭϭ с Ϭ͘Ϭϭ ϭϮ͘ϴͲϱ ^ ϳͲϭϲ ;D/E/DhDͿ Ɛ сϬ͘ϱ^ϭͬ;Zͬ/Ϳ с Ϭ͘Ϭϲ ϭϮ͘ϴͲϲ ^ ϳͲϭϲ;D/E/DhDͿ s с Ɛ t с Ϭ͘Ϯϲ t ϭϮ͘ϴͲϭ^ ϳͲϭϲ ;^ ^,ZͿ ^/'E>K^ ZŽŽĨ͗ ǆŝƐƚŝŶŐ ĞĂĚ >ŽĂĚ с ϮϬ ƉƐĨ WD ZŽŽĨ ^ǇƐƚĞŵ 6RODU3DQHO/RDG ƉƐĨ tĂůů͗ 'HDG/RDG ƉƐĨ ŽŶĐƌĞƚĞ 3900 W Segerstrom Ave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egerstrom Ave - 101112076 & 20177413 03/09/23 General Beam Analysis LIC# : KW-06012910, Build:20.22.10.25 WestShore Design Engineers, P.C.(c) ENERCALC INC 1983-2022 DESCRIPTION: Existing Roof Beam/Joist Moment Project File: Gravity.ec6 Project Title: Engineer: Project ID: Project Descr: General Beam Properties Elastic Modulus ksi29,000.0 100.0 Span #1 in^4Area = in^2 Moment of Inertia = Span Length = 10.020.0 ft Service loads entered. Load Factors will be applied for calculations.Applied Loads Uniform Load : Lr = 0.020 ksf, Tributary Width = 20.0 ft, (Existing Roof (no panels)) DESIGN SUMMARY Maximum Bending = Load Combination Lr Only Span # where maximum occurs Span # 1 Location of maximum on span 10.000 ft 4.0 k Span # where maximum occurs Location of maximum on span Span # 1 Load Combination Lr Only Maximum Shear = 0.000 ft 20.000k-ft Maximum Deflection Max Downward Transient Deflection 0.000 in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.501 in 479 Max Upward Total Deflection 0.006 in 40277 Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values (k-ft)Load Combination Shear Values (k)Max Stress Ratios M V Mmax - Mmax + Rm VnxMa - Max Mnx/Omega Cb Va Max Mnx Vnx/OmegaSegment Length Overall MAXimum Envelope Dsgn. L = 20.00 ft 1 20.00 20.00 4.00 Dsgn. L = 20.00 ft 1 -0.00 Lr Only Dsgn. L = 20.00 ft 1 20.00 20.00 4.00 +0.750Lr Dsgn. L = 20.00 ft 1 15.00 15.00 3.00 Location in SpanLoad CombinationMax. "-" Defl Location in Span Load Combination Span Max. "+" Defl Overall Maximum Deflections Lr Only 1 0.5005 10.100 0.0000 0.000 Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 4.000 4.000 Overall MINimum Lr Only 4.000 4.000 +0.750Lr 3.000 3.000 Freeway Industrial Park 3900 West Segerstrom Ave. Santa Anna, CA GRAVITY ANALYSIS EXISTING ROOF MOMENT 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 General Beam Analysis LIC# : KW-06012910, Build:20.22.10.25 WestShore Design Engineers, P.C.(c) ENERCALC INC 1983-2022 DESCRIPTION: New moment with panels (roof live load reducible where panels are) Project File: Gravity.ec6 Project Title: Engineer: Project ID: Project Descr: General Beam Properties Elastic Modulus ksi29,000.0 100.0 Span #1 in^4Area = in^2 Moment of Inertia = Span Length = 10.020.0 ft Service loads entered. Load Factors will be applied for calculations.Applied Loads Load for Span Number 1 Uniform Load : D = 0.0050 ksf, Extent = 5.0 -->> 15.0 ft, Tributary Width = 20.0 ft, (Panels) Uniform Load : Lr = 0.020 ksf, Extent = 0.0 -->> 5.0 ft, Tributary Width = 20.0 ft, (Existing Roof Live) Uniform Load : Lr = 0.020 ksf, Extent = 15.0 -->> 20.0 ft, Tributary Width = 20.0 ft, (Existing Roof Live) DESIGN SUMMARY Maximum Bending = Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 10.000 ft 2.50 k Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+Lr Maximum Shear = 0.000 ft 8.750k-ft Maximum Deflection Max Downward Transient Deflection 0.144 in 1666 Max Upward Transient Deflection 0.002 in 96666 Max Downward Total Deflection 0.233 in 1029 Max Upward Total Deflection 0.001 in 292929 Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values (k-ft)Load Combination Shear Values (k)Max Stress Ratios M V Mmax - Mmax + Rm VnxMa - Max Mnx/Omega Cb Va Max Mnx Vnx/OmegaSegment Length Overall MAXimum Envelope Dsgn. L = 20.00 ft 1 8.75 8.75 2.50 D Only Dsgn. L = 20.00 ft 1 3.75 3.75 0.50 +D+Lr Dsgn. L = 20.00 ft 1 8.75 8.75 2.50 +D+0.750Lr Dsgn. L = 20.00 ft 1 7.50 7.50 2.00 +0.60D Dsgn. L = 20.00 ft 1 2.25 2.25 0.30 Location in SpanLoad CombinationMax. "-" Defl Location in Span Load Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.2331 10.100 0.0000 0.000 Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 2.500 2.500 Overall MINimum D Only 0.500 0.500 +D+Lr 2.500 2.500 +D+0.750Lr 2.000 2.000 +0.60D 0.300 0.300 Lr Only 2.000 2.000 Freeway Industrial Park 3900 West Segerstrom Ave. Santa Anna, CA GRAVITY ANALYSIS NEW ROOF MOMENT W/PANELS (LR REDUCIBLE WHERE PANELS EXIST) 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E 199.52' 1 8 5 . 6 2 ' PROPERTY LINE Pr o j e c t N a m e Date Drawn: Drawn By: Revision No. Sheet No. 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 S2 0 Juan-Pablo Grados 07/21/2022 FR E E W A Y I N D U S T R I A L P A R K ( C O M 4 2 3 9 0 ) SA N T A A N A , C A 9 2 7 0 4 39 0 0 W E S T S E G E R S T R O M A V E 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 8° A A' P1 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 SCALE: 1"=4' 2 SCALE:1 N/A TOP VIEW ELEVATION A-A' SCALE: N/A 3 *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE SCALE: N/A 4 *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE ATTACHMENT DETAIL *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE 2 Juan-Pablo Grados 01/09/2023 FR E E W A Y I N D U S T R I A L P A R K ( C O M 4 2 3 9 0 ) SA N T A A N A , C A 9 2 7 0 4 39 0 0 W E S T S E G E R S T R O M A V E N/A. NO MECHANICAL ATTACHMENT - BALLASTED SYSTEM 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 NOTES: 1. THIS IS A 274.160 KW SOLAR ELECTRIC SYSTEM USING (596) SUNPOWER SPR-M460-COM (460 WATT) PHOTOVOLTAIC MODULES AND (596) TIGO TS4-A-F 2. THIS SYSTEM IS GRID-INTERTIED VIA UL-LISTED POWER CONDITIONING INVERTER: (4) SMA CORE1 50, 480/277 VOLT 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. 4. THIS IS A ROOF MOUNTED SYSTEM, ADDING 5.57 LB/SQ FT. ROOF IS ROLL COMPOSITE AT 0° 5. THE SYSTEMS SQUARE FOOTAGE IS 15,837 FT² (34% OF TOTAL ROOF AREA). MODULES HAVE AN AZIMUTH OF 90° & 270°. 6. MODULES ARE 8° TILT ABOVE ROOF SLOPE, NOT TO EXCEED 18" ABOVE ROOF SURFACE. 7. BUILDING IS A COMMERCIAL BUILDING. 8. MODULES WILL BE SECURED TO ROOFTOP USING UNIRAC BALLASTED SYSTEM RMDT. 10. ATTACHMENTS WILL BE FLASHED. 11. DESIGNED FOR BASIC WIND SPEED OF 95 MPH (WIND EXPOSURE B) PER UNIRAC CALCULATIONS, SEE SPECS. 12. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED TO MATCH. 13. MODULE DIMENSIONS ARE 40.9" X 80.6" 14. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD INSPECTION BY THE CITY. 15. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH ALL CAL FIRE GUIDELINES. ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE, 2019 ELECTRICAL CODE BASED ON THE 2017 NATIONAL ELECTRICAL CODE. SOLAR SYSTEM SIZE: 274.160 kW DC CEC AC SYSTEM SIZE: 250.220 kW AC DISCONNECT: 800 AMP AC DISCONNECT SIEMENS #HF327N 240 VOLT; 3P LOCATED NEXT TO MAIN SERVICE METER: EXISTING METER #V349N-015059 EXISTING 2000 AMP MAIN PANELBOARD 120/208 VOLT, 3Φ, 4W LOCATED INSIDE BUILDING INVERTER "A" SMA 50kW INVERTER "A" SUNNY TRIPOWER CORE1 50-US 480 VOLT, 3Φ LOCATED ON ROOFTOP LOAD CENTER: 400 AMP AC LOAD CENTER SIEMENS #P2E18VE400ATS 480 VOLT, 3Φ, 4W LOCATED NEXT TO MAIN INVERTER "B" SMA 50kW INVERTER "B" SUNNY TRIPOWER CORE1 50-US 480 VOLT, 3Φ LOCATED ON ROOFTOP INVERTER "C" SMA 50kW INVERTER "C" SUNNY TRIPOWER CORE1 50-US 480 VOLT, 3Φ LOCATED ON ROOFTOP INVERTER "D" SMA 50kW INVERTER "D" SUNNY TRIPOWER CORE1 50-US 480 VOLT, 3Φ LOCATED ON ROOFTOP TRANSFORMER: 225kVA AC TRANSFORMER HPS SENTINEL #SG3Y025BK0AHC0S 208V - 480V, 3P, 4W LOCATED NEXT TO MAIN TRANSFORMER DISCONNECT SERVICE METER INVERTER "A" INVERTER "B" INVERTER "C" INVERTER "D" LOAD CENTER - STRINGS #, INVERTER A (7x17 + 2x15 = 149 modules) - STRINGS #, INVERTER B (7x17 + 2x15 = 149 modules) - STRINGS #, INVERTER C (7x17 + 2x15 = 149 modules) - STRINGS #, INVERTER D (7x17 + 2x15 = 149 modules) 4' 4' 4' SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - 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M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° 4' 4' 4' 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 5 6 5 6 5 6 1 2 5 6 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 4 3 4 3 4 3 4 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 5 6 7 7 7 7 7 7 7 7 9 8 9 8 9 8 9 8 9 8 9 8 9 8 9 8 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 9 8 9 8 9 8 9 8 9 8 9 8 9 8 7 7 7 7 7 7 7 7 5 6 5 6 5 6 5 6 5 6 5 6 3 4 3 4 3 4 5 6 5 6 5 6 5 6 9 8 5 6 5 6 5 6 9 8 9 8 9 8 9 8 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 9 8 9 8 9 8 9 8 9 8 9 8 9 8 9 8 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 9 8 9 8 9 8 9 8 9 8 9 8 9 8 9 8 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 9 8 9 8 9 8 5 6 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 1 2 1 2 3 4 3 4 1 2 1 2 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 1 2 1 2 1 2 1 2 1 2 1 2 9 8 9 8 9 8 9 8 9 8 9 8 9 8 9 8 9 8 9 8 5 6 5 6 5 6 5 6 5 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 9 8 7 7 7 7 7 7 3 4 3 4 3 4 3 4 1 2 3 4 1 2 1 2 1 2 1 2 1 2 1 2 9 8 9 8 9 8 3 4 3 4 3 4 3 4 1 2 3 4 3 4 5 6 5 6 7 7 7 7 9 8 9 8 9 8 9 8 5 6 5 6 9 8 9 8 5 6 5 6 5 6 5 65 6 5 6 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 5 6 5 6 9 8 9 8 9 8 ROOF VENTILATION 3' 3' 3' 1 S1 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 Juan-Pablo Grados 12/01/2022 FR E E W A Y I N D U S T R I A L P A R K ( C O M 4 2 3 9 0 ) SA N T A A N A , C A 9 2 7 0 4 39 0 0 W E S T S E G E R S T R O M A V E 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 Pr o j e c t N a m e Date Drawn: Drawn By: Revision No. Sheet No. 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 C.1 1 VICINITY MAP ORANGE COUNTY: APN 415-021-13 CONSTRUCTION HOURS: OCTOBER 1 THRU APRIL 30 MONDAY - FRIDAY 7:00 AM - 5:30 PM SATURDAY 8:00 AM - 5:00 PM SUNDAY NOT ALLOWED GOVERNMENT CODE HOLIDAYS NOT ALLOWED MAY 1 THRU SEPTEMBER 30 MONDAY - FRIDAY 6:00 AM - 7:00 PM SATURDAY 8:00 AM - 5:00 PM SUNDAY NOT ALLOWED GOVERNMENT CODE HOLIDAYS NOT ALLOWED SCOPE OF WORK: Project consists of installing a roof mounted 274.160 kw DC commercial solar photovoltaic (PV) system comprised of: (596) SUNPOWER 460 watt PV modules (#SPR-M460-COM), (4) SMA SunnyTripower CORE1 50-US Inverter, 480 VOLT, 3Φ Conduits w/fittings and wires and all necessary electrical equipment to provide a renewable power source for the customer. PROJECT CONTACTS: CONTRACTOR: RENOVA permits@renovaenergy.com PRIMARY CONTACT: MATTHEW DE LA TORRE SECONDARY CONTACT: Amy Dominguez APPLICABLE CODES: CALIFORNIA BUILDING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 NATIONAL ELECTRICAL CODE 2017 CALIFORNIA AMENDMENTS 2019 ORANGE COUNTY MUNICIPAL CODE SHEET INDEX GENERAL C1 COVER SHEET S1 SITE PLAN S2 PLOT PLAN ELECTRICAL E1 PROJECT SIGNAGE E2 SINGLE LINE STRUCTURAL P1 PROFILE ELEVATIONS DATA SHEET MODULE INVERTER WIND CALCULATION RACKING AC DISCONNECT LOAD CENTER Juan-Pablo Grados 12/01/2022 FR E E W A Y I N D U S T R I A L P A R K ( C O M 4 2 3 9 0 ) SA N T A A N A , C A 9 2 7 0 4 39 0 0 W E S T S E G E R S T R O M A V E TYPE OF CONSTRUCTION: TYPE I GROUP OCCUPANCY: GROUP B NO OF STORIES: ONE STORY Bldg permit #101112076 - Approved by J.Lo on 1/19/23 Plng approved by H. Jacinto on 2/13/23 PW approved by Y. Soto on 2/15/23 Elect permit #20177413 - Approved by M. Smith on 12/14/22 3900 W Segerstrom Ave - 101112076 & 2017741303/09/23 NOTE: RED BACKGROUND WITH WHITE LETTERING 3/8" LETTER HEIGHT PROJECT SIGNAGE NOTES & PANEL SCHEDULE AC DISCONNECT WARNING ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. MAX AC OPERATING CURRENT: 591 A OPERATING AC VOLTAGE: 208 Volts SOLAR BREAKER WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVER CURRENT DEVICE. MAIN PANEL THIS PANEL IS FED BY TWO SOURCES: UTILITY AND SOLAR PHOTOVOLTAIC MAIN PANEL: MECHANICALLY ATTACHED WARNING THIS FACILITY IS EQUIPPED WITH A PHOTOVOLTAIC GENERATOR LOCATED ON THE ROOF AS SHOWN. THE SYSTEM MAY BE DISCONNECTED FROM THE FACILITY PER THE AC DISCONNECT AS SHOWN. MARKING 1. THE MATERIAL USED FOR MARKING SHALL BE REFLECTIVE, WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. MARKING AS REQUIRED IN SECTIONS R 331.2.2 THROUGH R331.2.4 SHALL HAVE LETTERS CAPITALIZED WITH A MINIMUM HEIGHT OF 3/8" WHITE ON RED BACKGROUND. (CRC R331.2.1) 2. THE MARKING CONTENT SHALL CONTAIN THE WORDS "WARNING; PHOTOVOLTAIC POWER SOURCE" (CRC R331.2.2) SAFEGUARDS 1. SOLAR BREAKER SHALL BE LISTED FOR USE IN EXISTING MAIN PANEL. ACCEPTED BREAKER REPLACEMENTS ARE EATON, SQUARE-D & GE. 2. ALL JUNCTION BOXES SHALL BE NEMA OUTDOOR/RAINTIGHT RATED. 3. WILEY CABLE CLIPS SHALL BE USED. 4. ALL EMT SHALL USE OUTDOOR RAINTIGHT COMPRESSION FITTINGS. 5. ALL EQUIPMENT SHALL BE LABELED. 6. ADD COMBINER / JUNCTION BOXES AS NEEDED. 7. AN INTERNAL BLOCKING DIODE IS PROVIDED IN EACH MODULE. 8. GROUND FAULT PROTECTION DEVICE IS INTERNALLY BUILT INTO SUNPOWER INVERTERS. 9. MODULE GROUNDING SHALL BE MADE WITH ILSCO GBL-4DB LUGS AND #8 SOLID BARE COPPER USING WEEB CONNECTIONS. 10. ALL NEUTRAL TO GROUND CONNECTIONS SHALL OCCUR IN THE MAIN PANEL. 11. EMT SHALL BE 1" MINIMUM. 12. JUNCTION BOX/ COMBINER BOX ENTRY SHALL USE COMPRESSION FITTINGS. NOTES 1. WIRE AND SIZES ARE AS INDICATED OR LARGER. 2. ALL EQUIPMENT IS BONDED BY MECHANICAL MEANS OR BY A GROUNDING CONDUCTOR. 3. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE #8 AWG COPPER GROUND WIRE AND BONDED TO THE EXISTING GROUNDING ELECTRODE SYSTEM. 4. CHANGES TO DESIGN NEED PRIOR ENGINEER APPROVAL. ALL WIRING BETWEEN AC MODULES SHALL BE PV-WIRE AND AC CABLE. ALL CONDUIT SHALL BE 1" EMT OR LARGER. ALL CONDUIT SHALL BE BONDED. ALL CONDUIT SHALL BE SUPPORTED BY RUBBER PYRAMID SUPPORTS. STEEL CITY 6"X6"X4" (OR LARGER) OUTDOOR JUNCTION BOXES SHALL BE USED AS NEEDED. ALL CONDUIT SHALL HAVE PLASTIC STRAIN RELIEF CONNECTORS TO PROTECT WIRES. INVERTER DC DISCONNECTS WARNING ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. OPERATING CURRENT: 95.8 Amps OPERATING VOLTAGE: 734.4 Volts MAXIMUM VOLTAGE: 981.9 Volts SHORT-CIRCUIT CURRENT: 103.9 Amps VA LOAD INVERTER A A B L TYPE C.B. BUS CO D E N R L TR P x x CONNECTED VA (CODE L): 200000 200.0 256 A B - 66666 INVERTER A INVERTER A PHASE TOTAL LOAD DESCRIPTION L L - - - - - VA LOAD AB L TYPE C.B. CO D E NR L TR P LOAD DESCRIPTION L L PANEL: LOAD CENTER LOCATION: NEXT TO MAIN MOUNTING: SURFACE PANEL VOLTAGE: 277/480 V 3Φ,4W BUS: 400A N: NON-CONTINUOUS L: LONG-CONTINUOUS R: DEMANDABLE RECEPTACLES CIRCUIT CODE: CONNECTED VA (CODE R): CONNECTED VA (CODE N): TOTAL CONNECTED KVA: TOTAL PANEL AMPS: PHASE TOTALS A+B+C C C x 3120 JUNCTION BOX/COMBINER BOX/INVERTER WARNING ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION INVERTER WARNING ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, THE NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED. MAIN PANEL PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS INVERTER B L INVERTER B INVERTER B L L L L L 120 INVERTER C INVERTER C INVERTER C INVERTER D INVERTER D INVERTER D 16667 16667 16667 16667 16667 16667 66666 66666 x x- - - - - -x 3120120 x x- - - - - -x 3120120 x x- - - - - -x 3120120 L L L L L L (4) PV INVERTERS (ROOFTOP) TRANSFORMER (NEXT TO MAIN) MAIN PANEL (YOU ARE HERE) OR (NEXT TO DISCONNECT) RAPID SHUTDOWN (NEXT TO MAIN) OR (YOU ARE HERE) MAIN BREAKER DISCONNECTING MEANS 1 OF 2 SOLAR DISCONNECT DISCONNECTING MEANS 2 OF 2 16667 16667 16667 16667 16667 16667 AC DISCONNECT: MECHANICALLY ATTACHED E1 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 1 Juan-Pablo Grados 12/06/2022 FR E E W A Y I N D U S T R I A L P A R K ( C O M 4 2 3 9 0 ) SA N T A A N A , C A 9 2 7 0 4 39 0 0 W E S T S E G E R S T R O M A V E 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 SINGLE LINE DIAGRAM SCALE: N/A 1 CALCULATIONS EXISTING 2000 AMP MAIN PANELBOARD 120/208 VOLT, 3Φ, 4W LOCATED INSIDE UTILITY ROOM SERVICE EQUIPMENT IS BOTTOM FED DC CIRCUITS MODULES TO INVERTERS A, B, C & D 7 STRINGS X 17 MODULES + 2 STRINGS X 15 MODULES = 149 MODULES MAX VOLTAGE DC = (MODULE Voc + ((25°C - Temp Record Low°C [via www.solarabcs.org]) x T coefV)) X # modules in series MAX VOLTAGE DC= (52.5 +((25°C - 3°C) x .2390)) X 17 modules in series = 981.9 VOLTS 11.54 AMPS EACH CIRCUIT X 1.25[PER NEC 690.8] = 14.425 AMPS PV WIRE RUNS UNDER SOLAR MODULES SUPPORTED BY WILEY CABLE CLIPS, AND INTO JUNCTION BOX. ALSO CONDUIT WILL BE MOUNTED A MINIMUM OF 1" ABOVE ROOF SURFACE. ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 44°C AMBIENT TEMP. PER SOLARABCS.ORG #10 WIRE = 40 AMPS X .82 TEMP X .50 CONDUIT FILL = 16.4 AMPS ≥ 14.425 AMPS ✓ 9 STRINGS = (18) #10 AWG PV WIRE, (1) #10 THWN-2 GROUND 2" EMT @ 40% FILL PER NEC TABLE C.1 = (63) #8 AWG THWN-2 WIRES ✓ AC CIRCUITS INVERTER(S) TO 400 AMP AC LOAD CENTER INVERTER A, B, C, D MAX OUTPUT = 64A X 1.25[PER NEC 215.2(A)1] = 80 AMPS (80 AMP SOLAR BREAKER) AC CONDUIT SHALL BE MOUNTED A MINIMUM OF 1" ABOVE ROOF SURFACE (INVERTERS A, B) #2 AWG WIRE = 130 AMPS X .82 TEMP X .80 CONDUIT FILL = 85.3 AMP ≥ 80 AMP ✓ (4) #2 AWG THWN-2 AWG WIRE, (2) #8 THWN-2 GROUND - PER INVERTER (INVERTERS C, D) #2 AWG WIRE = 130 AMPS X .82 TEMP X .80 CONDUIT FILL = 85.3 AMP ≥ 80 AMP ✓ (4) #2 AWG THWN-2 AWG WIRE, (2) #8 THWN-2 GROUND - PER INVERTER (2) 2" EMT @ 40% FILL PER NEC TABLE C.1 = (11) #2 AWG THWN-2 WIRES ✓ LOAD CENTER TO TRANSFORMER MAX OUTPUT = (64A + 64A + 64A + 64A) X 1.25[PER NEC 215.2(A)1] = 320 AMPS AC CONDUIT SHALL BE MOUNTED INSIDE BUILIDING. 2/0 WIRE (2 PARALLEL SET) = 195 AMPS X 2 SET = 390 AMP ≥ 320 AMP ✓ [2] [(4) 2/0 THWN-2 AWG WIRE, (2) #2 THWN-2 GROUND] [2] 2" EMT @ 40% FILL PER NEC TABLE C.1 = (6) 2/0 THWN-2 WIRES ✓ (2 PARALLEL SET) TRANSFORMER TO MAIN PANELBOARD MAX OUTPUT = (64A + 64A + 64A + 64A) X 1.25[PER NEC 215.2(A)1] = 320 AMPS X 480V/208V = 738.5 (800 AMP FUSES) AC CONDUIT SHALL BE MOUNTED INSIDE BULDING. ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 44°C AMBIENT TEMP. PER SOLARABCS.ORG [4] 3/0 WIRE = 225 X 4 SET = 1000 ≥ 800 AMPS ✓ [4] [(4) 3/0 THWN-2 AWG WIRE, (2) 1/0 THWN-2 GROUND] [4] 2-1/2" EMT @ 40% FILL PER NEC TABLE C.1 = (8) 3/0 THWN-2 WIRES ✓ SOLAR SYSTEM SIZE: 274.160 kW DC CEC AC SYSTEM SIZE: 250.220 kW AC CONDUCTORS Location Conductors Conduit 1 (18) #10 AWG PV WIRE, (1) #10 EGC 2" EMT 2 (4) #2 AWG THWN-2, (1) #8 EGC, (1) #8 GEC 2" EMT 3 (2) [(4) 2/0 THWN-2, (1) #2 EGC, (1) #2 GEC](2) 2" EMT 4 (4) [(4) 3/0 THWN-2, (1) 2/0 EGC, (1) 1/0 GEC](4) 2-1/2" EMT 5 (4) [(4) 3/0 THWN-2, (1) 2/0 EGC, (1) 1/0 GEC](4) 2-1/2" RMC 6 (3) #12 THWN-2, (1) #12 EGC 3/4" EMT SCALE: N/A 2 DC DISCO.1 2 800 AMP AC DISCONNECT SIEMENS #HF327N 240 VOLT; 3P LOCATED NEXT TO MAIN 4 SOLAR ARRAY "C" (149) TESLA 460 WATT SOLAR MODULE #SPR-M460-COM WITH TIGO #TS4-A-F (7 STRINGS OF 17 MODULES & 2 STRING OF 15 MODULES) 80A 80A N BAR G BAR 400 AMP AC LOAD CENTER SIEMENS #P2E18VE400ATS 480 VOLT, 3Φ, 4W LOCATED NEXT TO MAIN DC DISCO.1 2 SOLAR ARRAY "D" (149) TESLA 460 WATT SOLAR MODULE #SPR-M460-COM WITH TIGO #TS4-A-F (7 STRINGS OF 17 MODULES & 2 STRING OF 15 MODULES) EGC = EQUIPMENT GROUNDING CONDUCTOR, GEC = GROUNDING ELECTRODE CONDUCTOR #6 COPPER SOLID GROUND TO BE USED ON ROOFTOP WHEN NOT PROTECTED BY CONDUIT ALL BREAKERS SHALL BE 3 POLE UNLESS OTHERWISE NOTED ALL INNER-CIRCUIT WIRING SHALL BE #10 THWN-2 WIRE OR GREATER. G BAR EXISTING 2000A MAIN DISCONNECT EXISTING GROUNDING ELECTRODE TO UTILITY METER #V349N-015059M N BAR 5 DC DISCO.1 SOLAR ARRAY "B" (149) TESLA 460 WATT SOLAR MODULE #SPR-M460-COM WITH TIGO #TS4-A-F (7 STRINGS OF 17 MODULES & 2 STRING OF 15 MODULES) DC DISCO.1 50KW INVERTER "A" SUNNY TRIPOWER CORE1 50-US, STP 50-US-41 480Y/277 VOLT, 3Φ LOCATED ON ROOFTOP SOLAR ARRAY "A" (149) TESLA 460 WATT SOLAR MODULE #SPR-M460-COM WITH TIGO #TS4-A-F (7 STRINGS OF 17 MODULES & 2 STRING OF 15 MODULES) 2 2 SUPPLY SIDE CONNECTION PER NEC 705.12 (A) VIA POWER DISTRIBUTION BLOCKS RE-CERTIFICATION OF MAIN SERVICE PANEL TO BE COMPLETED BY UL 800A 50KW INVERTER "B" SUNNY TRIPOWER CORE1 50-US, STP 50-US-41 480Y/277 VOLT, 3Φ LOCATED ON ROOFTOP 50KW INVERTER "C" SUNNY TRIPOWER CORE1 50-US, STP 50-US-41 480Y/277 VOLT, 3Φ LOCATED ON ROOFTOP 50KW INVERTER "D" SUNNY TRIPOWER CORE1 50-US, STP 50-US-41 480Y/277 VOLT, 3Φ LOCATED ON ROOFTOP 3 225 kVA - AUTO TRANSFORMER HPS SENTINEL #SG3Y025BK0AHC0S 480V/208V AC, 3Φ LOCATED NEXT TO MAIN 80A 80A PVS5X (MONITOR) INTERNET, 240V LOCATED NEXT TO LOAD CENTER AUX BOX 480V TO 120V TRANSFORMER LOCATED NEXT TO LOAD CENTER 15A 6 MAIN PANEL BACKFEED CALCULATION EXISTING 2000 AMP MAIN SWITCHGEAR SUPPLY SIDE CONNECTION SHALL BE PERFORMED PER NEC 705.12(A) SYSTEM BONDING JUMPER IN TRANSFORMER IS A MINIMUM OF 2/0 AWG. THE SYSTEM BONDING JUMPER MUST BE BONDED TO THE GEC SYSTEM CONDUCTOR. THE 75 DEG C TABLE ENTRY FOR APMACITY MUST BE USED FOR THE CONDUCTOR AMPACITY. THE 90 DEG C RATING MAY BE USED FOR DERATING DUE TO TEMPERATURE BUT THE CONNECTION AMPACITY MUST FOLLOW THE 75 DEG C VALUE.E2 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 1 Juan-Pablo Grados 12/06/2022 FR E E W A Y I N D U S T R I A L P A R K ( C O M 4 2 3 9 0 ) SA N T A A N A , C A 9 2 7 0 4 39 0 0 W E S T S E G E R S T R O M A V E 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 NOTES: 1. THIS IS A 274.160 KW SOLAR ELECTRIC SYSTEM USING (596) SUNPOWER SPR-M460-COM (460 WATT) PHOTOVOLTAIC MODULES AND (596) TIGO TS4-A-F 2. THIS SYSTEM IS GRID-INTERTIED VIA UL-LISTED POWER CONDITIONING INVERTER: (4) SMA CORE1 50, 480/277 VOLT 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. 4. THIS IS A ROOF MOUNTED SYSTEM, ADDING 5.57 LB/SQ FT. ROOF IS ROLL COMPOSITE AT 0° 5. THE SYSTEMS SQUARE FOOTAGE IS 15,837 FT² (34% OF TOTAL ROOF AREA). MODULES HAVE AN AZIMUTH OF 90° & 270°. 6. MODULES ARE 8° TILT ABOVE ROOF SLOPE, NOT TO EXCEED 18" ABOVE ROOF SURFACE. 7. BUILDING IS A COMMERCIAL BUILDING. 8. MODULES WILL BE SECURED TO ROOFTOP USING UNIRAC BALLASTED SYSTEM RMDT. 10. ATTACHMENTS WILL BE FLASHED. 11. DESIGNED FOR BASIC WIND SPEED OF 95 MPH (WIND EXPOSURE B) PER UNIRAC CALCULATIONS, SEE SPECS. 12. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED TO MATCH. 13. MODULE DIMENSIONS ARE 40.9" X 80.6" 14. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD INSPECTION BY THE CITY. 15. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH ALL CAL FIRE GUIDELINES. ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE, 2019 ELECTRICAL CODE BASED ON THE 2017 NATIONAL ELECTRICAL CODE. SOLAR SYSTEM SIZE: 274.160 kW DC CEC AC SYSTEM SIZE: 250.220 kW AC DISCONNECT: 800 AMP AC DISCONNECT SIEMENS #HF327N 240 VOLT; 3P LOCATED NEXT TO MAIN SERVICE METER: EXISTING METER #V349N-015059 EXISTING 2000 AMP MAIN PANELBOARD 120/208 VOLT, 3Φ, 4W LOCATED INSIDE BUILDING INVERTER "A" SMA 50kW INVERTER "A" SUNNY TRIPOWER CORE1 50-US 480 VOLT, 3Φ LOCATED ON ROOFTOP LOAD CENTER: 400 AMP AC LOAD CENTER SIEMENS #P2E18VE400ATS 480 VOLT, 3Φ, 4W LOCATED NEXT TO MAIN INVERTER "B" SMA 50kW INVERTER "B" SUNNY TRIPOWER CORE1 50-US 480 VOLT, 3Φ LOCATED ON ROOFTOP INVERTER "C" SMA 50kW INVERTER "C" SUNNY TRIPOWER CORE1 50-US 480 VOLT, 3Φ LOCATED ON ROOFTOP INVERTER "D" SMA 50kW INVERTER "D" SUNNY TRIPOWER CORE1 50-US 480 VOLT, 3Φ LOCATED ON ROOFTOP TRANSFORMER: 225kVA AC TRANSFORMER HPS SENTINEL #SG3Y025BK0AHC0S 208V - 480V, 3P, 4W LOCATED NEXT TO MAIN TRANSFORMER DISCONNECT SERVICE METER INVERTER "A" INVERTER "B" INVERTER "C" INVERTER "D" LOAD CENTER - STRINGS #, INVERTER A (7x17 + 2x15 = 149 modules) - STRINGS #, INVERTER B (7x17 + 2x15 = 149 modules) - STRINGS #, INVERTER C (7x17 + 2x15 = 149 modules) - STRINGS #, INVERTER D (7x17 + 2x15 = 149 modules) 4' 4' 4' SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - 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M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - M 4 6 0 & U n i r a c R M D T 8 ° SP R - 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1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 Juan-Pablo Grados 01/09/2023 FR E E W A Y I N D U S T R I A L P A R K ( C O M 4 2 3 9 0 ) SA N T A A N A , C A 9 2 7 0 4 39 0 0 W E S T S E G E R S T R O M A V E 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23 Pr o j e c t N a m e Date Drawn: Drawn By: Revision No. Sheet No. 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 C.1 1 VICINITY MAP ORANGE COUNTY: APN 415-021-13 CONSTRUCTION HOURS: OCTOBER 1 THRU APRIL 30 MONDAY - FRIDAY 7:00 AM - 5:30 PM SATURDAY 8:00 AM - 5:00 PM SUNDAY NOT ALLOWED GOVERNMENT CODE HOLIDAYS NOT ALLOWED MAY 1 THRU SEPTEMBER 30 MONDAY - FRIDAY 6:00 AM - 7:00 PM SATURDAY 8:00 AM - 5:00 PM SUNDAY NOT ALLOWED GOVERNMENT CODE HOLIDAYS NOT ALLOWED SCOPE OF WORK: Project consists of installing a roof mounted 274.160 kw DC commercial solar photovoltaic (PV) system comprised of: (596) SUNPOWER 460 watt PV modules (#SPR-M460-COM), (4) SMA SunnyTripower CORE1 50-US Inverter, 480 VOLT, 3Φ Conduits w/fittings and wires and all necessary electrical equipment to provide a renewable power source for the customer. PROJECT CONTACTS: CONTRACTOR: RENOVA permits@renovaenergy.com PRIMARY CONTACT: MATTHEW DE LA TORRE SECONDARY CONTACT: Amy Dominguez APPLICABLE CODES: CALIFORNIA BUILDING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 NATIONAL ELECTRICAL CODE 2017 CALIFORNIA AMENDMENTS 2019 ORANGE COUNTY MUNICIPAL CODE SHEET INDEX GENERAL C1 COVER SHEET S1 SITE PLAN S2 PLOT PLAN ELECTRICAL E1 PROJECT SIGNAGE E2 SINGLE LINE STRUCTURAL P1 PROFILE ELEVATIONS DATA SHEET MODULE INVERTER WIND CALCULATION RACKING AC DISCONNECT LOAD CENTER Juan-Pablo Grados 12/01/2022 FR E E W A Y I N D U S T R I A L P A R K ( C O M 4 2 3 9 0 ) SA N T A A N A , C A 9 2 7 0 4 39 0 0 W E S T S E G E R S T R O M A V E TYPE OF CONSTRUCTION: TYPE I GROUP OCCUPANCY: GROUP B NO OF STORIES: ONE STORY 3900 W Segerstrom Ave - 101112076 & 20177413 03/09/23