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SOLR22-0959 APPROVED PLANS.pdf
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 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 WIND CALCULATION RACKING LOAD CENTER 0 C1 COVER SHEET DAVID THORNBURY 08/16/2022 APPLICABLE CODES: California Residential Code 2019 California Electrical Code 2019 National Electrical Code 2017 2019 California Amendments City of Palm Desert Municipal Code VICINITY MAP Riverside County: APN 694600008 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 solar photovoltaic (PV) system comprised of: PV modules, power inverter(s), conduits w/fittings and wires, roof stanchions, a rack mounting system, 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 PROJECT SITE 75730 AXIS COURT 75 7 3 0 A X I S C O U R T PA L M D E S E R T , C A . 9 2 2 1 1 MO N T A G E - L O T 4 5 ( N C C 4 2 5 8 8 ) JO H N & S Y D E L L E R I C H A R D S O N ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL CODE, 2019 ELECTRICAL CODE BASED ON THE 2017 NATIONAL ELECTRICAL CODE. NOTES: 1. THIS IS A 5.520 KW SOLAR ELECTRIC SYSTEM USING (16) SUNPOWER SPR-X21-345-E-AC MODULES (345 WATT). 2. THIS SYSTEM IS GRID-INTERTIED VIA AC MODULES PER NEC 690.6. 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. 4. THIS IS A ROOF MOUNTED SYSTEM, ADDING 2.84 LB/SQ FT. ROOF IS SPANISH CONCRETE TILE AT 18° PITCH. 5. THE SYSTEMS SQUARE FOOTAGE IS 290 FT² (8% OF TOTAL ROOF AREA). MODULES HAVE AN AZIMUTH OF 270°. 6. MODULES ARE 0° TILT ABOVE ROOF SLOPE, NOT TO EXCEED 18" ABOVE ROOF SURFACE. 7. BUILDING IS A SINGLE STORY DWELLING. 8. LAG SCREWS ARE 5/16" X 4" AT 72" O.C. MAX, WITH 2.5" INTO FRAMING. 9. MODULES WILL BE SECURED TO ROOFTOP USING PROSOLAR FASTJACK ATTACHMENTS WITH INVISIMOUNT SUPPORT RAILS. 10. ATTACHMENTS WILL BE DOUBLE-FLASHED. 11. DESIGNED FOR BASIC WIND SPEED OF 130 MPH (WIND EXPOSURE C) PER INVISIMOUNT CALCULATIONS, SEE SPECS. 12. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED TO MATCH. 13. MODULE DIMENSIONS ARE 41.2" X 61.4" 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 CAL FIRE GUIDELINES. SOLAR SYSTEM SIZE: 5.520 kW DC CEC AC SYSTEM SIZE: 5.045 kW AC AXIS COURT - CIRCUIT #1 - CIRCUIT #2 125 AMP AC LOAD CENTER EATON #BR816L125SDGP 120/240 VOLT LOCATED INSIDE GARAGE NEW METER #___________________ EXISTING 225 AMP MAIN SERVICE PANEL 120/240 VOLT, 1Φ, 3W LOCATED ON WEST EXTERIOR WALL DR I V E W A Y BACK YARD PROPERTY LINE SI D E Y A R D PR O P E R T Y L I N E SI D E Y A R D PR O P E R T Y L I N E 1. 5 ' 1.5 ' 1.5'1.5' 1.5' 1.5' 1.5' 1.5' 1 . 5 ' 1.5' 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 0 S1 SITE PLAN DAVID THORNBURY 08/16/2022 75 7 3 0 A X I S C O U R T PA L M D E S E R T , C A . 9 2 2 1 1 MO N T A G E - L O T 4 5 ( N C C 4 2 5 8 8 ) JO H N & S Y D E L L E R I C H A R D S O N NOTE: RED BACKGROUND WITH WHITE LETTERING 3/8" LETTER HEIGHT PROJECT SIGNAGE NOTES & PANEL SCHEDULE AC LOAD CENTER 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: 21.0 A OPERATING AC VOLTAGE: 240 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. SOLAR BREAKER RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM LOAD CENTER PHOTOVOLTAIC DISCONNECT BREAKER LOCATED INSIDE VA LOAD CIRCUIT 1 A B L 20 TYPE C.B. BUS CO D E N R L TR P x x CONNECTED VA (CODE L):5032 5.03 21.0 A B - 2516 2516 CIRCUIT 1 PHASE TOTAL LOAD DESCRIPTION L 20 - 2 - VA LOAD AB L TYPEC.B. CO D E NRLTRP LOAD DESCRIPTION L PANEL: LOAD CENTER LOCATION: GARAGE MOUNTING: SURFACE PANEL VOLTAGE: 240/120 V 1Φ,3W BUS: 125A 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 MAIN PANEL (YOU ARE HERE) CIRCUIT 2 L 20 x x-CIRCUIT 2 L 20 - 2 - L L RAPID SHUTDOWN (CB INSIDE MAIN) 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. MODULE GROUNDING SHALL BE MADE VIA RACKING CLAMPS. 9. ALL NEUTRAL TO GROUND CONNECTIONS SHALL OCCUR IN THE MAIN PANEL. 10. EMT SHALL BE 3/4" MINIMUM. 11. 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 3/4" 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. 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 1258 1258 1258 1258 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 0 E1 PROJECT SIGNAGE DAVID THORNBURY 08/16/2022 75 7 3 0 A X I S C O U R T PA L M D E S E R T , C A . 9 2 2 1 1 MO N T A G E - L O T 4 5 ( N C C 4 2 5 8 8 ) JO H N & S Y D E L L E R I C H A R D S O N SOLAR ARRAY (16) SUNPOWER 345 WATT PHOTOVOLTAIC MODULES #SPR-X21-345-E-AC (2 CIRCUITS OF 8 MODULES) 1 CONDUIT SCHEDULE LOCATION CONDUCTORS CONDUIT 1 (4) #10 THWN-2, (1) #10 EGC 3/4" EMT 2 (3) #10 THWN-2, (1) #10 EGC 3/4" EMT 3 (3) #12 THWN-2, (1) #12 EGC 3/4" EMT G BAR EXISTING 225A MAIN BREAKER SOLAR BREAKER SUITABLE FOR DISCONNECTING MEANS PER NEC 690.13 30 AMP SOLAR BREAKER EXISTING GROUNDING ELECTRODE TO UTILITY NEW METER # M SINGLE LINE DIAGRAM CALCULATIONS SOLAR SYSTEM SIZE: 5.520 kW DC CEC AC SYSTEM SIZE: 5.045 kW AC N BAR PVS6 (MONITOR) INTERNET, 240V LOCATED NEXT TO LOAD CENTER 20A 20A BREAKER 1 OF 2 BREAKER 2 OF 2 N BAR G BAR 3 15A 125 AMP AC LOAD CENTER EATON #BR816L125SDGP 240V, 2P LOCATED INSIDE GARAGE 2 AC CIRCUITS AC MODULES TO AC LOAD CENTER 2 CIRCUITS X 8 MODULES = 16 MODULES MAX VOLTAGE AC 240 VOLT 1.31 AMPS EACH CIRCUIT X MAX 12 MODULES X 1.25[PER NEC 690.8] = 19.65 AMPS (20 AMP CB) AC CONDUIT SHALL BE MOUNTED A MINIMUM OF 1" ABOVE ROOFTOP SURFACE. ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 42°C AMBIENT TEMP. PER SOLARABCS.ORG #10 WIRE = 40 AMPS X .82[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(A)] = 32.8 AMPS 32.8 AMPS X .80[CONDUIT FILL PER NEC TABLE 310.15(B)(3)(a)] = 26.24 AMPS > 20 AMPS ✓ 2 CIRCUITS = (4) #10 THWN-2 AWG WIRE, (1) #10 THWN-2 GROUND 3/4" EMT @ 40% FILL PER NEC TABLE C.1 = (10) #10 THWN-2 WIRES ✓ AC LOAD CENTER TO MAIN PANEL MAX OUTPUT = 16 MODS X 1.31 AMP X 1.25 [PER NEC 215.2 (A)1] = 26.2 AMPS (30 AMP SOLAR BREAKER) AC CONDUIT SHALL BE MOUNTED INSIDE GARAGE. ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 42°C AMBIENT TEMP. PER SOLARABCS.ORG #10 WIRE = 40 AMPS X .82[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(A)] = 32.8 AMP > 30 AMP ✓ (3) #10 THWN-2 AWG WIRE, (1) #10 THWN-2 GROUND 3/4" EMT @ 40% FILL PER NEC TABLE C.1 = (10) #10 THWN-2 WIRES ✓ MAIN PANEL BACKFEED CALCULATION EXISTING 225 AMP MAIN SERVICE PANEL EXISTING 225 AMP MAIN BREAKER 120% OF 225 AMP BUS: ALLOWABLE BACKFED AMPS [PER NEC 705.12(B)(2)] = 270 AMPS 270 AMP - 225 AMP MAIN BREAKER = 45 TOTAL AMP ALLOWABLE MAX OUTPUT = 26.2 AMPS ≤ 45 AMPS ✓ EXISTING 225 AMP MAIN SERVICE PANEL 240/120 VOLT, 2-POLE LOCATED ON WEST EXTERIOR WALL SERVICE EQUIPMENT IS BOTTOM FED *FOR UTILITY PURPOSES ONLY:(16) ENPHASE IQ7XS-96-x-ACM-y (IQ7XS-96-ACM-US) 240V [SI1] INVERTERS 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 2 POLE UNLESS OTHERWISE NOTED ALL INNER-CIRCUIT WIRING SHALL BE #10 THWN-2 WIRE OR GREATER. 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 0 E2 SINGLE LINE DAVID THORNBURY 08/16/2022 75 7 3 0 A X I S C O U R T PA L M D E S E R T , C A . 9 2 2 1 1 MO N T A G E - L O T 4 5 ( N C C 4 2 5 8 8 ) JO H N & S Y D E L L E R I C H A R D S O N 1 8 ° 1 0 ' ' A A' 6' 4' 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:11"=15' TOP VIEW ELEVATION A-A' SCALE: 1"=5'3 *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE *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 ELEVATION B-B' 0 P1 PROFILE ELEVATIONS HORIZONTAL DISTANCE BETWEEN ATTACHMENTS NOT TO EXCEED 6 FEET ON CENTER VERTICAL DISTANCE BETWEEN ATTACHMENTS NOT TO EXCEED 4 FEET ON CENTER DAVID THORNBURY - USE (1) 5/16" x 4" SS LAG SCREWS AT 6' O.C. WITH 2.5" EMBEDMENT INTO WOOD RAFTERS. - RAFTERS ARE 2"x6" AT 2' O.C. - DO NOT INSTALL STANDOFFS OVER WOOD CRICKETS - STANDOFFS ATTACHED TO MAIN ROOF FRAMING. RAFTER 08/16/2022 75 7 3 0 A X I S C O U R T PA L M D E S E R T , C A . 9 2 2 1 1 MO N T A G E - L O T 4 5 ( N C C 4 2 5 8 8 ) JO H N & S Y D E L L E R I C H A R D S O N 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 0 S2 PLOT PLAN DAVID THORNBURY 08/16/2022 75 7 3 0 A X I S C O U R T PA L M D E S E R T , C A . 9 2 2 1 1 MO N T A G E - L O T 4 5 ( N C C 4 2 5 8 8 ) JO H N & S Y D E L L E R I C H A R D S O N Datasheet SunPower® X-Series: X21-345 | X21-335 | X20-327 SunPower® Residential AC Module Built specifically for use with the SunPower Equinox™ system, the only fully integrated solution designed, engineered and warranted by one manufacturer. Maximum Power. Minimalist Design. Industry-leading efficiency means more power and savings per available space. With fewer modules required and hidden microinverters, less is truly more. Highest Lifetime Energy and Savings. Designed to deliver 60% more energy over 25 years in real-world conditions like partial shade and high temperatures.1 150% 140% 130% 120% 110% 100% 90% 80% 70% 60% 0 5 10 15 20 25 Years of operation Up to 60% more lifetime energy Best Reliability. Best Warranty. With more than 25 million modules deployed around the world, SunPower technology is proven to last. That’s why we stand behind our module and microinverter with the industry’s best 25-year Combined Power and Product Warranty, including the highest Power Warranty in solar. 100% 98% 96% 94% 92% 90% 88% 86% 84% 82% 80% 0 5 10 15 20 25 Years of operation 12% more power in year 25 E-Series and X-Series And Better. The SunPower® Maxeon® Solar Cell •Enables highest-efficiency modules available. 2 •Unmatched reliability 3 •Patented solid metal foundation prevents breakage and corrosion Factory-integrated Microinverter •Simpler, faster installation •Integrated wire management, rapid shutdown •Engineered and calibrated by SunPower for SunPower modules Wa r r a n t e d m o d u l e p o w e r 25 -ye a r ene r g y yie l d pe r W sunpower.com X-Series: X21-345 | X21-335 | X20-327 SunPower® Residential AC Module AC Electrical Data Inverter Model: Enphase IQ 7XS (IQ7XS-96-ACM-US) @240 VAC @208 VAC Peak Output Power 320 VA 320 VA Max. Continuous Output Power 315 VA 315 VA Nom. (L–L) Voltage/Range2 (V) 240 / 211–264 208 / 183–229 Max. Continuous Output Current (A) 1.31 1.51 Max. Units per 20 A (LL) Branch Circuit3 12 (single phase) 10 (two pole) wye CEC Weighted Efficiency 97.5% 97.0% Nom. Frequency 60 Hz Extended Frequency Range 47–68 Hz AC Short Circuit Fault Current Over 3 Cycles 5.8 A rms Overvoltage Class AC Port III AC Port Backfeed Current 18 mA Power Factor Setting 1.0 Power Factor (adjustable) 0.7 lead. / 0.7 lag. No active phase balancing for three-phase installations 1 SunPower 360 W compared to a conventional module on same-sized arrays (260 W, 16% efficient, approx. 1.6 m2), 4% more energy per watt (based on third-party module characterization and PVSim), 0.75%/yr slower degradation (Campeau, Z. et al. “SunPower Module Degradation Rate,” SunPower white paper, 2013). 2 Based on search of datasheet values from websites of top 10 manufacturers per IHS, as of January 2017. 3 #1 rank in “Fraunhofer PV Durability Initiative for Solar Modules: Part 3.” PVTech Power Magazine, 2015. Campeau, Z. et al. “SunPower Module Degradation Rate,” SunPower white paper, 2013. 4 Factory set to 1547a-2014 default settings. CA Rule 21 default settings profile set during commissioning. See the Equinox Installation Guide #518101 for more information. 5 Standard Test Conditions (1000 W/m² irradiance, AM 1.5, 25°C). NREL calibration standard: SOMS current, LACCS FF and voltage. All DC voltage is fully contained within the module. 6 This product is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors; when installed according to manufacturer’s instructions. See www.sunpower.com/facts for more reference information. For more details, see extended datasheet www.sunpower.com/datasheets Specifications included in this datasheet are subject to change without notice. ©2018 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo and MAXEON are registered trademarks of SunPower Corporation in the U.S. and other countries as well. 1-800-SUNPOWER. Please read the Safety and Installation Instructions for details. 531947 RevA DC Power Data X21-345-E-AC X21-335-E-AC X20-327-E-AC Nom. Power 5 (Pnom) 345 W 335 W 327 W Power Tol. +5/−0% +5/−0% +5/−0% Module Efficiency 21.5% 21.0% 20.4% Temp. Coef. (Power) −0.29%/°C −0.29%/°C −0.29%/°C Shade Tol. • Three bypass diodes • Integrated module-level maximum power point tracking Tested Operating Conditions Operating Temp. −40°F to +185°F (−40°C to +85°C) Max. Ambient Temp. 122°F (50°C) Max. Load Wind: 62 psf, 3000 Pa, 305 kg/m² front & back Snow: 125 psf, 6000 Pa, 611 kg/m² front Impact Resistance 1 inch (25 mm) diameter hail at 52 mph (23 m/s) Mechanical Data Solar Cells 96 Monocrystalline Maxeon Gen III Front Glass High-transmission tempered glass with anti-reflective coating Environmental Rating Outdoor rated Frame Class 1 black anodized (highest AAMA rating) Weight 42.9 lbs (19.5 kg) Recommended Max. Module Spacing 1.3 in. (33 mm) Warranties, Certifications, and Compliance Warranties • 25-year limited power warranty • 25-year limited product warranty Certifications and Compliance • UL 1703 • UL 1741 / IEEE-1547 • UL 1741 AC Module (Type 2 fire rated) • UL 62109-1 / IEC 62109-2 • FCC Part 15 Class B • ICES-0003 Class B • CAN/CSA-C22.2 NO. 107.1-01 • CA Rule 21 (UL 1741 SA)4 (includes Volt/Var and Reactive Power Priority) • UL Listed PV Rapid Shutdown Equipment6 Enables installation in accordance with: • NEC 690.6 (AC module) • NEC 690.12 Rapid Shutdown (inside and outside the array) • NEC 690.15 AC Connectors, 690.33(A)–(E)(1) When used with InvisiMount racking and InvisiMount accessories (UL 2703): • Module grounding and bonding through InvisiMount • Class A fire rated When used with AC module Q Cables and accessories (UL 6703 and UL 2238)6 : • Rated for load break disconnect PID Test Potential-induced degradation free Document #524734 Rev D, Vol. 2 1 SunPower Proprietary InvisiMount Span Tables Engineering Summary Letter Volume: 2 ASCE 7 Version: 7-16 Module Type: E/X Series (96-cell) Roof Attachment: Pegasus Tile Roof - Generation 1 The following tables list the allowable spacing of attachment points for the SunPower InvisiMount mounting system. The following building codes and standards were used in the calculations: • California Building Code (CBC 2019) • California Residential Code (CRC 2019) • Minimum Design Loads for Buildings and Other Structures (ASCE 7-16) List of Volumes: 1. E/X Series Module + Pegasus Composite Shingle Attachment 2. E/X Series Module + Pegasus Gen1 Tile Attachment 3. E/X Series Module + Pegasus Gen2 Tile Attachment 4. A Series Module + Pegasus Composite Shingle Attachment 5. A Series Module + Pegasus Gen1 Tile Attachment 6. A Series Module + Pegasus Gen2 Tile Attachment Loads on the system were calculated in accordance with ASCE 7-16, using the following parameters: • Risk Category II • System weight (including PV modules and rails) = 2.50 psf • Module orientations: Portrait & Landscape • No live load acts on top of the PV modules • Wind speed & exposure as indicated in the tables • Roof height and slope as indicated in the tables • Gable and Hip roofs only with modules not in the overhang sections of the roof • For wind load, topographic factor Kzt = 1.0, and directionality factor Kd = 0.85 per ASCE 7-16 Table 26.6-1 • Wind load coefficients per either wind tunnel testing or ASCE 7-16 Chapter 30 (see notes below tables) • Ground snow load as indicated in the tables • For snow loads, thermal factor Ct = 1.2 (“unheated and open air structures”), per ASCE 7-16 Table 7.3-2 • For snow loads, exposure factor Ce = 0.9 (“fully exposed”), per ASCE 7-16 Table 7.3-1 • For snow loads, slope factor Cs is determined per ASCE 7-16 Figure 7-2 assuming the array is an “unobstructed slippery surface” where snow is free to slide off the array • Seismic short-term spectral acceleration (Ss) = 3.73g, maximum, and seismic site class = D, per ASCE 7-16 Section 11.4.2 • Seismic component importance factor Ip = 1.0 per ASCE 7-16 Section 13.1.3; seismic component response factor Rp = 1.5, and component amplification factor ap = 1.0, per ASCE 7-16 Table 13.5-1 and 13.6-1; seismic loads are calculated per ASCE 7-16 Chapters 11 and 13 • Load combinations per CBC Section 1605.2 Document #524734 Rev D, Vol. 2 2 SunPower Proprietary The maximum allowable spans shown in the tables are based on the calculated loads and the capacity of the rail and the attachment, determined by analysis and testing in accordance with CBC 2019 and referenced standards. • Bending strength of aluminum rails is calculated according to the Aluminum Design Manual 2015 Section B.3.2.1 (LRFD) • The strength of the roof attachment hardware is based on product information from the attachment manufacturer • The strength of the lag screw in withdrawal and shear is calculated according to the National Design Specification (NDS) for Wood Construction, 2018 • The maximum allowable attachment spacing is calculated by checking the demand/capacity ratios for bending in the rail and tension, compression and shear on attachments for all required load combinations. The reported maximum allowable spacing is the greatest spacing, rounded down to the nearest rafter spacing increment, for which the demand/capacity ratios are less than or equal to 1.0. • These tables do not consider the strength of the supporting roof structure. In areas of low snow load, the weight of the array is often considered to offset the design live load of the roof, since personnel and equipment cannot be placed on top of the array. It is recommended to stagger attachment points, as shown in Figure 1, to evenly distribute loads to the rafters. Figure 1 • These tables assume that each module is installed centered over a pair of rails, as shown in Figure 2(a). In cases where one rail is closer to the midpoint of the module, as shown in Figure 2(b), adjustments to the spacing may be required. 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• Simple, pre-drilled rail splice • UL 2703 Listed integrated grounding Flexible Design • Addresses nearly all sloped residential roofs • Design in landscape and portrait • Rails enable easy obstacle management Customer-Preferred Aesthetics • #1 module and #1 mounting aesthetics • Best-in-class system aesthetics ȏ 3UHPLXPORZSURȴOHGHVLJQ • Black anodized components • Hidden mid clamps and end clamps KDUGZDUHDQGFDSSHGȵXVKUDLOV Part of Superior System • Built for use with SunPower DC and AC modules • Best-in-class system reliability and aesthetics • Combine with SunPower modules and monitoring app sunpower.com Elegant Simplicity SunPower® InvisiMount™ is a SunPower-designed rail-based mounting system. The InvisiMount system addresses residential sloped roofs and combines faster LQVWDOODWLRQWLPHGHVLJQȵH[LELOLW\DQGVXSHULRUDHVWKHWLFV 7KHΖQYLVL0RXQWSURGXFWZDVVSHFLȴFDOO\HQYLVLRQHGDQG engineered to pair with SunPower modules. The resulting system-level approach will amplify the aesthetic and LQVWDOODWLRQEHQHȴWVIRUERWKKRPHRZQHUVDQGLQVWDOOHUV SunPower® InvisiMount™ | Residential Mounting System InvisiMount Component Details Component Material Weight Mid Clamp Black oxide stainless steel AISI 304 63 g (2.2 oz) End Clamp Black anodized aluminum alloy 6063-T6 110 g (3.88 oz) Rail Black anodized aluminum alloy 6005-T6 830 g/m (9 oz/ft) Rail Splice Aluminum alloy 6005-T5 830 g/m (9 oz/ft) Ground Lug Assembly 304 stainless (A2-70 bolt; tin-plated copper lug)106.5 g/m (3.75 oz) End Cap Black acetal (POM) copolymer 10.4 g (0.37 oz) Roof Attachment Hardware Supported by InvisiMount System Design Tool Application • Composition Shingle Rafter Attachment • Composition Shingle Roof Decking Attachment • Curved and Flat Tile Roof Attachment • Universal Interface for Other Roof Attachments InvisiMount Operating Conditions Temperature ȫr&WR r& ȫr)WR r) Max. Load 2400 Pa uplift 5400 Pa downforce Roof Attachment Hardware Warranties Refer to roof attachment hardware manufacturer’s documentation ΖQYLVL0RXQW:DUUDQWLHV$QG&HUWLȴFDWLRQV Warranties 25-year product warranty \HDUȴQLVKZDUUDQW\ &HUWLȴFDWLRQV UL 2703 Listed &ODVV$ȴUHUDWLQJZKHQGLVWDQFHEHWZHHQ roof surface and bottom of SunPower PRGXOHIUDPHLVȱȋ *Module frame that is compatible with the InvisiMount system required for hardware interoperability. © 2015 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo, and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. All other trademarks are the property of their respective owners. 6SHFLȴFDWLRQVLQFOXGHGLQWKLVGDWDVKHHWDUHVXEMHFWWRFKDQJHZLWKRXWQRWLFH InvisiMount Component Images Module* / Mid Clamp and Rail Mid Clamp End Clamp Rail & Rail Splice Ground Lug Assembly End Cap Module* / End Clamp and Rail sunpower.com Document #509506 Rev B (805) 486-4700 (805) 486-4799–fax 1551 S. Rose Ave. Oxnard, CA 93033 View more info on our website at: www.prosolar.com Email us for more information prosolar@prosolar.com FastJack® FJ-300-18 For Oatey® style flashings FastJack® FJ-450-18 For standard height flashings 3" High Part# FJ-300-18 For low profile installations using Oatey® flashings (for composition shingle roof-tops) 4-1/2" High Part# FJ-450-18 For installations using standard flashings (for composition & flat rooftops) 6" High Part# FJ-600-18 For standard flashings (for flat tile rooftops) 7-1/2" High Part# FJ-750-18 For standard flashings (sized for S-curve tile roofs and/or double flashed installations) The Fast Jack® design is covered under Pat. #6,360,491 USED FOR MOUNTING: • Photovoltaic Solar Panels • Solar Thermal Panels • Communication Equipment • Virtually anything needing structural attachment to a roof! Laboratory Tested 2,359 lbs Vertical Pullout! 808 lbs Side Axial Pullout!* Benefits of the FastJack® • Removable post makes installation on existing roofs/retrofit quick and easy (refer to the illustration to the right) • Patented design locates the lag bolt directly under the stanchion providing superior strength values • Fast & easy to install - saves time and labor costs • Precision machined from extruded aluminum, there are no welds to corrode or break • Significantly lighter than steel for installer convenience and reduced shipping costs. • Integrated drill guide insures perfect pilot holes every time - minimizes the possibility of splitting roof rafters • Base design allows virtually any roof flashing to install flat on the roof deck Serrated base grips the roof deck to prevent the base from moving while installing the lag bolt Commercial FastJack® also available (rated at 4,250 lbs.) Flashable Roof Stanchion The patented design of the FastJack® can be easily expressed as the most innovative, efficient and cost-effective tool of it's kind! Between the precision CNC machined base and stanchion along with strict engineering and material standards, the FastJack® has been laboratory tested to provide 2,359 pounds of strength using only a single lag bolt (included)! Four Sizes Available! *Using 1ea. 5/16" x 3-1/2" Lag Bolt RAF T E R Easy installation of flashings on existing roof-tops See reverse for installation theory Standard & Oatey® Flashings slip over the base and under the delicate shingle The post can be installed through the top of the flashing © Professional Solar Products, Inc. March 2006. FASTJACK_layout3.indd 1FASTJACK_layout3.indd 1 4/20/06 3:39:19 PM4/20/06 3:39:19 PM Bulk packaging means easier stocking abilities, less packaging waste and quicker, more convenient installation. Everything in the photo below is shipped in a recloseable box for storage of extra parts. The Fast Jack® is available in four convenient sizes. All sizes are packaged in quantities of 18 per box: 18 - 1" Round Posts (3", 4-1/2", 6" or 7-1/2" tall) 18 - Threaded bases 18 - 3/8" x 3/4" SS Hex Bolts 18 - 3/8" SS Flat washers 18 - 5/16" x 3" SS Lag bolts 18 - 5/16" SS Flat Washers Step 1: Drill Pilot hole in Rafter using integrated drill guide Step 2: Install base using includ- ed lag into pilot hole Step 3: Cut through shingles for flashing (flashing template illus- trated below) Step 4: Slide flashing under shin- gles and above Fast Jack Base Step 5: Thread post through top or bottom of flashing into FastJack® base Step 6: Using a wrench, secure post into base Step 7: Seal flashing around the post to waterproof Easy Installation: Flashing Template Available for Oatey (Pictured) and standard flashings. Makes cutting in a perfect flashing easy and painless! Kit includes Fast Jack post threader with knob © Professional Solar Products, Inc. March 2006. 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See Page V1-T1-60. – For 2/4 circuit loadcenters, use GBK5 or GBK520 ground bar. – For 4/8, 6/12 and 8/16 circuit loadcenters, use GBK10 ground bar. – Ground bars mount to the left side wall of the enclosure for the 4/8, 6/12 and 8/16 circuit loadcenters. 2 Suitable for use as service equipment when not more than two service disconnecting mains are provided or when not used as a lighting and appliance panelboard (see Article 408.34 of the NEC). 3 Ground bar GBK5 is installed. 4 Rainproof panels are furnished with hub closure plates. For rainproof hubs, refer to Page V1-T1-60. 5 CSA and UL approved. 6 Neutral/ground holes (6) #14–6 and (3) #14–2/0 AWG Cu/Al. 7 For use as service entrance applications only. 8 Neutral/ground holes (6) #14–6 and (3) #14–1/0 AWG Cu/Al. 9 Suitable for use as service equipment when not more than two service disconnecting mains are provided or when not more than six service disconnecting mains are provided and when not used as a lighting and appliance panelboard (see Article 408.34 of the NEC). j Suitable for use as service equipment when a main breaker is used or when not more than six service disconnecting mains are provided and when not used as a lighting and appliance panelboard (see Article 408.34 of the NEC). k Ground bar GBK10 is installed. l Ground bar GBK14 is installed. Box sizes Pages V1-T1-61 through V1-T1-64. Main Ampere Rating Maximum Number 1-Inch (25.4 mm)Enclosure Type Trim Type Box Size Wire Size Range Cu/Al 60°C or 75°C for Main Lugs Loadcenter Catalog NumberSpaces Circuits 70 2 4 Indoor Surface (no door) 5 #8–#2 BR24L70SP 12 2 4 Indoor Surface (no door) 5 BR24L70SGP 23 2 4 Outdoor —5R BR24L70RP 124 2 4 Indoor Flush (no door) 5 BR24L70FP 12 2 4 Indoor Flush (no door) 5 BR24L70FGP 25 125 2 4 Indoor Surface (no door) 6 #14–1/0 BR24L125SP 12 2 4 Outdoor —6R BR24L125RP 124 2 4 Outdoor —6R BR24L125RSEP 278 2 4 Outdoor —6R BR24L125RSE2P 267 2 4 Indoor Flush (no door) 6 BR24L125FP 12 4 8 Indoor Surface (no door) 7 #14–1/0 BR48L125SP 19 4 8 Indoor Surface (no door) 7 BR48L125SGP 39 4 8 Outdoor —7R BR48L125RP 149 4 8 Indoor Flush (no door) 7 BR48L125FP 19 4 8 Indoor Flush (with door) 7 BR48L125FDP 19 4 8 Indoor Flush (no door) 7 BR48L125FGP 39 6 12 Indoor Surface (no door) 7 #14–#1 BR612L125SP 1j 6 12 Indoor Surface (no door) 7 BR612L125SGP jk 6 12 Indoor Surface (with door) 7 BR612L125SDP 1j 6 12 Indoor Surface (with door) 7 BR612L125SDGP jk 6 12 Outdoor —7R BR612L125RP 14j 6 12 Indoor Flush (no door) 7 BR612L125FP 1j 6 12 Indoor Flush (no door) 7 BR612L125FGP 5jk 6 12 Indoor Flush (with door) 7 BR612L125FDP j 6 12 Indoor Flush (with door) 7 BR612L125FDGP 5jk 8 16 Indoor Surface (no door) 7 #14–#1 BR816L125SP 1j 8 16 Indoor Surface (no door) 7 BR816L125SGP jl 8 16 Indoor Surface (with door) 7 BR816L125SDP 1j 8 16 Indoor Surface (with door) 7 BR816L125SDGP jl 8 16 Outdoor —7R BR816L125RP 14j 8 16 Indoor Flush (no door) 7 BR816L125FP 1j 8 16 Indoor Flush (no door) 7 BR816L125FGP 5jl 8 16 Indoor Flush (with door) 7 BR816L125FDP 1j 8 16 Indoor Flush (with door) 7 BR816L125FDGP 5jl Surface Outdoor Flush Outdoor Surface (No Door) Flush (No Door) Outdoor V1-T1-66 Volume 1—Residential and Light Commercial CA08100002E—December 2014 www.eaton.com 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.2 Loadcenters and Circuit Breakers Type BR Loadcenters and Circuit Breakers Dimensions Approximate Dimensions in Inches (mm) Residential/Commercial/New York City Loadcenters, Unit Enclosures—Box Sizes Note: Box sizes do not include covers/fronts. Residential Loadcenters—NEMA Type 1 Indoor Residential Loadcenters—NEMA Type 3R Outdoor Commercial Loadcenters—NEMA Type 1 Indoor Commercial Loadcenters—NEMA Type 3R Outdoor New York City Loadcenters—NEMA Type 1 Indoor Types ECB and ECC Unit Enclosures—NEMA Type 1 Indoor Types ECB and ECC Unit Enclosures—NEMA Type 3R Outdoor Box Size Height Width Depth A1 15.00 (381.0) 11.25 (285.8) 3.75 (95.3) B1 16.75 (425.5) 14.31 (363.5) 3.88 (98.4) B2 18.75 (476.3) 14.31 (363.5) 3.88 (98.4) C1 21.00 (533.4) 14.31 (363.5) 3.88 (98.4) C2 23.00 (584.2) 14.31 (363.5) 3.88 (98.4) C4 27.00 (685.8) 14.31 (363.5) 3.88 (98.4) D1 29.13 (739.8) 14.31 (363.5) 3.88 (98.4) G1 34.13 (866.8) 14.31 (363.5) 3.88 (98.4) L1 39.00 (990.6) 14.31 (363.5) 3.88 (98.4) L2 45.00 (1143.0) 14.31 (363.5) 3.88 (98.4) L3 48.38 (1228.3) 14.31 (363.5) 3.88 (98.4) 2 8.63 (219.1) 5.00 (127.0) 3.50 (88.9) 3 9.44 (239.7) 4.50 (114.3) 3.00 (76.2) 4 13.00 (330.2) 11.00 (279.4) 3.56 (90.5) 5 9.44 (239.7) 4.50 (114.3) 3.00 (76.2) 6 12.00 (304.8) 6.88 (174.6) 4.50 (114.3) 7 13.00 (330.2) 11.00 (279.4) 3.56 (90.5) 9 14.50 (368.3) 6.50 (165.1) 3.50 (88.9) Box Size Height Width Depth B1R 16.75 (425.5) 14.31 (363.5) 5.19 (131.8) B2R 18.75 (476.3) 14.31 (363.5) 5.19 (131.8) C3R 25.00 (635.0) 14.31 (363.5) 5.19 (131.8) D1R 29.13 (739.8) 14.31 (363.5) 5.19 (131.8) G1R 34.13 (866.8) 14.31 (363.5) 5.19 (131.8) L1R 39.00 (990.6) 14.31 (363.5) 5.19 (131.8) L2R 45.00 (1143.0) 14.31 (363.5) 5.19 (131.8) L3R 48.75 (1238.2) 14.31 (363.5) 5.19 (131.8) 2R 8.63 (219.1) 5.00 (127.0) 3.50 (88.9) 3R 9.44 (239.7) 4.50 (114.3) 3.00 (76.2) 4R 13.00 (330.2) 11.00 (279.4) 3.56 (90.5) 5R 9.44 (239.7) 4.50 (114.3) 3.00 (76.2) 6R 11.75 (298.5) 6.50 (165.1) 4.50 (114.3) 7R 13.00 (330.2) 11.00 (279.4) 3.56 (90.5) 8R 27.00 (685.8) 10.50 (266.7) 4.75 (120.7) 9R 14.25 (362.0) 6.50 (165.1) 4.00 (101.6) C1R 21.00 (533.4) 14.31 (363.5) 5.19 (131.8) Box Size Height Width Depth 19 44.00 (1117.6) 16.16 (410.4) 6.25 (158.8) 20 44.00 (1117.6) 16.16 (410.4) 6.25 (158.8) 22 54.00 (1371.6) 16.22 (412.0) 6.31 (160.3) 24 66.50 (1689.1) 16.22 (412.0) 6.31 (160.3) Box Size Height Width Depth 42 38.00 (965.2) 16.31 (414.3) 6.38 (161.9) 43 44.00 (1117.6) 16.31 (414.3) 6.38 (161.9) 46 54.00 (1371.6) 16.31 (414.3) 6.38 (161.9) 47 66.56 (1690.7) 16.31 (414.3) 6.38 (161.9) Box Size Height Width Depth A 38.00 (965.2) 18.13 (460.4) 5.00 (127.0) B 44.00 (1117.6) 18.13 (460.4) 5.00 (127.0) C 66.50 (1689.1) 18.13 (460.4) 6.25 (158.8) Height Width Depth 23.25 (590.6) 8.88 (225.4)4.50 (114.3) Height Width Depth 23.68 (601.7)9.31 (236.5)5.44 (138.1) Updated August 2021 The City of Palm Desert has implemented an expedited solar permitting process for solar photovoltaic systems 20kW AC or less. This checklist is required to be attached to all solar permits 20kW or less and the below requirements in compliance at the time of inspection. *HQHUDO5HTXLUHPHQWV •The photovoltaic system size is 20kW AC CEC rating or less. •The solar array is roof-mounted on a one- or two-family dwelling unit or permitted accessory structure. The roof structure must be sound with no more that two (2) roof covering materials. •The photovoltaic system is utility interactive (Battery storage is allowed). •Ground mounted PV system are not eligible and require a plan review. Planning Department Requirements •Existing Main Service Panel Doubling, e.g. 100 to 200 OR 125 to 225. PLANNING WILL NEED TO REVIEW. •Maximum height of “tilted” panels shall not exceed eighteen (18) inches. •All wires shall be strapped to the modules/racking system. No loose or hanging wires are permitted. •The racking system shall match the module frame and shall be a color compatible with the architectural character of the home or building. •Modules shall be flush with one another and gaps between panels shall be minimized. •Screening of panels is not required. Any screening material proposed shall be compatible with the architectural character of the home of building. Electrical Requirements •No more than four photovoltaic module strings are connected to each Maximum Power Point Tracking (MPPT) input where source circuit fusing is included in the inverter: No more than two strings per MPPT input where source circuit fusing is not included Fuses (if needed) are rated to the series fuse rating of the PV module No more than one non-inverter-integrated DC combiner is utilized per inverter •For central inverter systems: No more than two inverters are utilized. •The PV system is connected to the load side of the utility distribution equipment. •Load calculations are required when de-rating an Main Service or Sub Panel. •A Solar PV Standard Plan (California Solar Permitting Guide) and supporting documentation (if applicable). Structural Requirements •A completed Structural Criteria and/or supporting documentation is attached to the plan set. •All ballast designed systems require a formal plan review with supporting structural design and justification. •An inspector may require to sample roof attachment hardware for depth and proper materials. Fire Safety Requirements •Clear access pathways provided. •Fire classification photovoltaic system is provided. •All required marking and labels are provided. •A diagram of the roof layout of electrical panels, modules, clear access pathways and approximate locations of electrical disconnecting means and roof access points are completed and attached. I understand and affirm that the above information regarding the solar photovoltaic is true and accurate. If during the inspection process any deviation in this scope will result in stop work and full plan review. In the event a project requires supplemental plan reviews, a plan review fee of $168.00 per hour (with one-half hour minimum) will be collected from the applicant. Applicant Signature: _____________________________________Date:_______________ Project Address: ________________________________________________________ Expedited Solar Photovoltaic Permitting for One- and Two-family Dwellings Checklist - 20kW or less 8/19/22 75730 Axis Court (Lot 45 Montage) Palm Desert CA 92211 Page 1 of 4 The definition of “qualifying residential rooftop solar systems” is all of the following: A solar energy system that is no larger than 30 kilowatts alternating current nameplate rating or 30 kilowatts thermal. A solar energy system that conforms to all applicable state fire, structural, electrical, and other building codes as adopted or amended by the City and paragraph (iii) of subdivision (c) of Section 714 of the Civil Code, as such section or subdivision may be amended, renumbered, or re-designated from time to time. ·A solar energy system that is installed on a single or duplex family dwelling. (Permitted roof or accessory structure acceptable) A solar panel or module array that does not exceed the maximum legal building height as defined by the City of Palm Desert. Electrical main panel upgrade included with solar plan (Review required if doubling in size) CITY OF PALM DESERT Building & Safety Department 73-510 Fred Waring, Palm Desert, CA (760) 776-6420 PHOTOVOLTAIC RESIDENTIAL 30KW OR LESS Minimum Submittal Requirements (Residential Rooftop Systems—30kw or less) This information is published to guide applicants through a streamlined permitting process for qualifying small rooftop residential solar photovoltaic (PV) systems of 30 kilowatts (kW) or less. This bulletin provides information about submittal requirements, plan review, fees, and provides a general summary of mandatory field inspections. 1.Required Approvals The following approvals and permits are required to install a small rooftop residential PV system with a maximum power output of 30 kW or less: Planning Department approval is required at the time of plan review submittal. Please coordinate directly at (760) 776-6483. Fire Marshall approval is not required for small residential rooftop systems at this time. Building Department approval in the issuance of a Photovoltaic System Permit is required to install or modify a new or existing solar photovoltaic system. 2.Building Permit Application Form A permit application can be obtained in person or downloaded from the Department’s website at: www.cityofpalmdesert.org 3.Eligibility Checklist An eligibility checklist for expedited and standardized permitting is provided and can be downloaded at the Department's website or obtained in person. If your project does not meet these criteria’s, standard plan review timetables apply. Please consult a licensed designed prof essional or licensed contractor for further details for submitting a comprehensive photovoltaic plan. Page 2 of 4 4.Project Submittal All projects can be submitted in person at:City of Palm Desert, Department of Building and Safety 73-510 Fred Waring Drive, Palm Desert, California 92260 5.Plan Review Timeframes: All qualifying small residential photovoltaic plan reviews are expedited to seven (7) to ten (10) working days from the date of project submittal. All necessary follow up reviews occur within seven (7) working days. 6.Plan Review and Permit Fees ·Plan Review Fee is $203. ·Permit Fees are approximately $266 depending on archiving materials. 7.Minimum Plan Set Requirements ·Number of Plans Provide two (2) complete sets of photovoltaic plans (Minimum 11”X17” to Maximum of 24”X36”). Include a separate Site and Roof Layout Plan for the Riverside County Assessor’s Office. ·Site Plan Provide a fully dimensional site plan showing property lines, all structures, and the location of the main electrical service, all photovoltaic inverters and disconnects, etc. ·Roof Plan Provide a roof plan showing the location of the photovoltaic panels and the required setbacks. Include all walkways to roof mounted equipment (including any roof mounted heating and air conditioning equipment, etc.). Roof plans should also identify the size and spacing of the existing roof framing members and the slope of the roof plus any required roof framing alterations needed. In addition, demonstrate the required clear path access pathways as required by the State Fire Marshal’s Office. You can find these clearances at: http://osfm.fire.ca.gov/training/pdf/photovoltaics/solarphotovoltaicguideline.pdf ·Attachment Details Provide an attachment detail demonstrating how the photovoltaic panels and array will be secured to the racking system and roof structure. ·Product Specifications and Literature Provide all manufacturers’ specifications on all inverters, solar panels, combiner and discon nect boxes and solar panel anchorage system to be used. ·Signage Specifications Provide a legend showing locations and wording of all required signs or placards at various photovoltaic system components. Standard Electrical Plan A standard generic electrical plan may be used for proposed solar installations of 30kW in size or smaller and can be downloaded within the City’s website. All submittals must be signed by a C -10 (Electrical Contractor) or C-46 (Solar Contractor) or licensed design professional. Electrical Plans should include the following: Location of main service or utility disconnect. Total number of modules, number of modules per string and the total number of strings . Make and model of inverter(s) and/or combiner box if used. Single line diagram of system . Specify grounding/bonding, conductor type and size, conduit type, size and number of conductors in each section of conduit. Page 3 of 4 If batteries are to be installed, include them in the diagram and show their locations and venting . Equipment cut sheets including inverters, modules, AC and DC disconnects, combiners and wind generators. Labeling of equipment as required by CEC, Sections 690 and 705 . Site diagram showing the arrangement of panels on the roof or ground, north arrow, lot dimensions and the distance from property lines to adjacent buildings/structures (existing and proposed). Expedited Structural Criteria with Supporting Documentation A Structural Criteria Checklist can be downloaded at Department’s website or obtained in person. Projects not within the scope of this structural criteria may require a licensed design professional justification. For non-qualifying systems, provide structural drawings and calculations stamped and signed by a licensed designed professional along with the following information: The type of roof covering and the number of roof coverings installed . Type of roof framing, size of members and spacing. Weight of panels, support locations and method of attachment. Framing plan and details for any work necessary to strengthen the existing roof structure Site-specific structural calculations. Where an approved racking system is used, provide documentation showing manufacturer of the rack system, maximum allowable weight the system can support, attachment method to the roof or ground and product evaluation information or structural design for the rack system . As a references, the Solar Structural Technical Appendix hyperlink is provided: http://www.opr.ca.gov/docs/Solar_Structural_Technical_Appendix.pdf Inspection Information Once a photovoltaic system permit has been issued and the system has been installed, it must be inspected before final approval is granted. Inspections are required to be scheduled twenty-four (24) hours in advance at: (760) 776- 6420 Monday through Friday (8AM to 4PM) Same day inspection will not be provided. Qualifying small rooftop PV systems will be inspected in one (1) site visit, if under 30 kilowatts. If PV system is over 30 kilowatts it will require a rough inspection after mounting system is installed. If the inspection does not pass, subsequent inspections will not conform to the one inspection policy per the California Solar Initiative AB2188. Permit holders must be prepared to show conformance with all technical requirements in the field at the time of inspection. The inspector will verify that the installation is in conformance with applicable code requirements and with the approved plans. An OSHA approved ladder must be provided by the contractor of record or property owner at the time of inspection. Here are some common points of inspection you should be prepared to show: Number of PV modules and model number match plans and specification sheets number match plans and specification sheets. Array conductors and components are installed in a neat and workman-like manner. PV array is properly grounded. Electrical boxes are accessible and connections are suitable for environment. Array is fastened and sealed according to attachment detail. Conductor’s ratings and sizes match plans. Appropriate signs are properly constructed, installed and displayed. Smoke detector and carbon monoxide alarms are required at final inspection. Page 4 of 4 QUICK TIPS FOR CONTRACTORS & PROPERTY OWNERS WHEN APPLYING FOR A SOLAR PERMIT: Permit applicants can save time and money by following these tips. Take time to review permit requirements of the local jurisdiction. Permitting rules and processes differ am ong different cities and counties. Understanding all local requirements will allow permit applicants to submit a complete and accurate permit application packet the first time. Contact the local electric utility early in the permitting process (solar PV installations). Local electric utilities have a completely separate approval process from the local jurisdiction’s permitting process. Some electric utilities may require that the solar project be reviewed before the local jurisdiction issues a building permit. Pursuing utility approval early in the permit process enables the solar PV system to become operational as soon as possible. Make sure that the solar installation that is built matches the submitted plans. The on-site inspector will verify that the installation aligns with proposed plans and any changes may require corrections and additional inspections.