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Home My WebLink About2606 S Pacific Ave - PlanDigitally sealed by RJM on Date: Job #: Jurupa Valley, CA 92509 Email: ryan@mcpherson.engineering 3/11/22 3/11/22 22-2270 Mobile: (909) 569-2244 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Souvannavong Residence 2606 S Pacific Ave Santa Ana, CA 92704 Designed in Accordance with CBC 2019, ASCE 7-16, NDS 2018 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave 3/11/2022 11:32 AM 1 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 3/11/2022 11:32 AM 2 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Location: 2606 S Pacific Ave Santa Ana, CA 92704 Existing Structure Info: Number of Stories = 1 Aroof = 2300 sq. ft. Roof Square Footage A3rd_flr = 0 sq. ft. Third Floor Square Footage (if applicable) A2nd_flr = 0 sq. ft.Second Floor Square Footage (if applicable) Site Properties: Lattitude = Longitude = Ss = 1.289 S1 = 0.462 Exposure Category = C Ult. Wind Speed = 130 m.p.h. P.V. Array Info: Model = 144BB 440W Height of Panel = 82.44 in. Width of Panel = 40.87 in. Area of Panel = 23.4 ft.2 Number of New Panels = 19 Number of Exis. Panels = 0 Total Area of Array = 444.6 ft.2 Spacing of Anchors = 4.0 ft. max. on center rows of racks per panel = 2 Panel Tilt = 7-27 deg Project Info 33.711776 -117.888213 3/11/2022 11:32 AM 3 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Composition roofing Sheathing = 1.5 p.s.f.1/2" Plywood Framing = 1.5 p.s.f.2x Rafter/Truss Framing Misc = 1.0 p.s.f. DLr1 = 8.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f. Drywall and 2x framing DLr2 = 10.0 p.s.f. Total Existing Roof Dead Load LLr = 20.0 p.s.f. Roof Live Load (Per C.B.C, Table 1607.1) SL = 5.0 p.s.f.Snow Load Floor Design Loads: (if applicable) Flooring = 10.0 p.s.f.Weight of floor finish Sheathing = 2.2 p.s.f.3/4" plywood Framing = 2.0 p.s.f.2x framing or manufactured floor truss Interior Partitions = 15.0 p.s.f.2x framed walls with drywall finish each side Ceiling = 5.0 p.s.f.Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf = 35.0 p.s.f.Total Existing Floor Dead Load Proposed Loads: Panels = 2.8 p.s.f. weight of panels including rack system DLr1_proposed = 10.8 p.s.f. Proposed Roof Dead Load (applied to top only) DLr2_proposed = 12.8 p.s.f.Total Proposed Roof Dead Load LLr_proposed = 0.0 p.s.f. Check Proposed Gravity Loads: Total Existing Roof Load Wex = (DLr1 + LLr) (Aroof) = 64.4 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 56.7 kips Proposed Load Demand Wprop - Wex = -11.90% Wex TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Roof Live Load with panels no more than 24in above roof surface (panels cannot support live loads, including the weight of stacked materials or workers) Gravity Loads 3/11/2022 11:32 AM 4 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Seismic Design Parameters Risk Category = 2 Per Table 1-5-1 R = 6.5 Response Modification Factor (Table 12-2.1) Site Class = D Per 11.4.2 Ie = 1 Seismic Importance Factor (Table 1.5-2) Ss = 1.29 Short Period P.G.A. S1 = 0.46 1-Sec Period P.G.A. S.D.C. = D Seismic Design Category Per 11.6 Fa = 1.20 Site Coefficient per Table 11.4-1 ASCE 7-16 Supplement #1 Tables used for Fa and Fv Fv = 1.70 Site Coefficient per Table 11.4-2 (note: section 11.4.8 Exception #2 calc used) SMS = SDS Fa = 1.55 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv = 0.79 1-Sec Period M.C.E. Per Eq. 11.4-2 SDS = 2/3 (SMS) = 1.03 Short Period Design Parameter Per Eq 11.4-3 SD1 = 2/3 (SM1) = 0.52 1-Sec Period Design Parameter Per Eq 11.4-4 Approximate Fundamental Period (Per 12.8.2.1) per Eq. 12.8-7 hn = 15 ft Ct = 0.02 (per table 12.8-2) x = 0.75 (per table 12.8-2) T = 0.15 sec Approximate Fundamental Period TL = 8 sec Long-Period Transition Period per Figure 22-12 Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS Ie)/R = 0.16 Seismic Response Coefficient Per Eq. 12.8-2 Cs1 = 1.5*(SD1 Ie)/R T = 0.79 Max. Seismic Response Coefficient Per Eq. 12.8-3 if T ≤ TL Cs2 = 0.01 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs2 = 0.044 SDS Ie = 0.05 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs3 = 0.5 S1 Ie/R = 0.04 Min. Seismic Response Coefficient Per Eq. 12.8-6 if S 1 ≥ 0.6g CS = 0.16 Design Seismic Coefficient Check Additional Base Shear Wexisting = 23.0 kips Weight of Existing Structure Wpanels = 1.2 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 3.6 kips Roof Level Shear of Existing Structure Vpanels = Cs Wpanels = 0.2 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn) x = 5.34% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 3/11/2022 11:32 AM 5 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7-16) Vult = 130 mph Kzt = 1.00 (sec 26.8.2) h = 15 ft Exposure Category = C Kz = 0.85 (sec 26.10.1) Roof Zone = 2 Kd = 0.85 (sec 26.6) Panel θ = 7-27 deg Ke = 1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V 2 qh = 31.26 (eq. 26.10-1) γE = 1.5 FIG 29.4-7) γc = 1.01 (fig 29.4-7) hpt = 0 ft γa = 0.74 (fig 29.4-8) γ p = 0.9 (fig 29.4-7) ω = 0.00 deg GPp = -2 uplift GCrm = 1.4 uplift p = qh (GPp) γ E γ a (eq 29.4-7) p = qh (GCrn) γ E γC γ p (eq 29.4-6) p = -69.8 p.s.f.p = 59.8 p.s.f. Check Anchorage to Existing Structure 0.6DL - 0.6W controlling load combination (eq. 16-15 for ASD) DL = 2.8 p.s.f.dead load of panel (inlcuding rack system) W = 69.8 p.s.f.wind load normal to face of panel Arealag = 13.7 sq. ft.area tributary to each anchor SPanc = 4.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 553.0 lbs total uplift on anchor Material = DFL lumber anchor material Dialag = 5/16 in. diameter of screw Penlag = 2.5 in. min. penetration to existing framing Wlag = 266 lb/in. withdrawal load per in. of penetration per NDS Table 11.2A CD = 1.6 load duration factor for wind per NDS Table 2.3.2 Ct = 0.8 temperature factor per NDS Table 2.3.3 Noscrews = 1 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews = 851.2 lbs total allowable withrawal on anchor Puplift Pallow Anchorage = USE (1) 5/16IN. DIA. LAG SCREW(S) AT 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION 0.65 < 1.00 Anchor is OK! Wind Uplift Anchorage Flush Mounted Panels - ASCE Section 29.4.4 (where applicable) Flat Roof Panels - ASCE Section 29.4.3 (where applicable) = 3/11/2022 11:32 AM 6 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Gravity Loads: DEMAND DECREASED BY 11.9% = OK! Lateral Loads: DEMAND INCREASED BY 5.34% < 10% = OK! Anchorage: DEMAND OF 553.LB. < CAPACITY OF 851.2LB. = OK! USE (1) 5/16IN. DIA. LAG SCREW(S) AT 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 3/11/2022 11:32 AM 7 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 Expedited Permit Process for PV Systems1 Expedited Permit Process for PV Systems Standard String System The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the Standard String System to use with the Expe- dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 2606 S. Pacific Ave.07/01/22 Expedited Permit Process for PV Systems2 Expedited Permit Process for Small-Scale PV Systems Standard String System The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate ﬁre service review. 2. Electrical diagram showing PV array conﬁguration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Speciﬁcation sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a deﬁned, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the rooﬁng type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherprooﬁng roof penetrations (e.g. ﬂashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certiﬁed by a design professional. 2. For manufactured mounting systems, ﬁll out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft 2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identiﬁed for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to ﬁll in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 2606 S. Pacific Ave.07/01/22 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 Standard String System Site Plan                                                          BOUACHINE SOUVANNAVONG 2606 S PACIFIC AVE, SANTA ANA, CA 92704 2606 S. Pacific Ave.07/01/22 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 Standard String System Electrical Diagram                                                                                                                                                                                                                                                   BOUACHINE SOUVANNAVONG 2606 S PACIFIC AVE, SANTA ANA, CA 92704 2606 S. Pacific Ave.07/01/22 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Notes for Standard String System Electrical Diagram Contractor Name, Address and Phone: _________________ _________________ _________________ _________________ Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: __________________________ Site Address: ________________________ System AC Size: ______________________ SIZE FSCM NO DWG NO REV SCALE NTS Date: SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS A V V A A W V MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING V W V A A INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC 2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE ® REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNSSEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) RATED MPP CURRENT RATED MPP VOLTAGE MAX SYSTEM VOLTAGE MAX CIRCUIT CURRENT A V V A PHOTOVOLTAIC POWER SOURCE WARNING: ELECTRICAL SHOCK HAZARDLINE AND LOAD MAY BE ENERGIZED IN OPEN POSITION AC OUTPUT CURRENT NOMINAL AC VOLTAGE A V SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) BOUACHINE SOUVANNAVONG 2606 S PACIFIC AVE, SANTA ANA, CA 92704 2606 S. Pacific Ave.07/01/22 PR O J E C T # : HP - 0 8 9 best solar THE SOUVANNAVONG RESIDENCE 8.36kW DC | 7.71kW AC 7.72kW CEC AC PV SOLAR SYSTEM 2606 S PACIFIC AVE. SANTA ANA | CA | 92704 APN #: 14027102 Bldg #101111035 Elect #20176671 Permits issued on 6/29/2022 2606 S. Pacific Ave. 07/01/22 Power Optimizer For North America P370 / P400 / P401 / P485 / P505 25 YEAR WARRANTY PV power optimization at the module-level Specifically designed to work with SolarEdge inverters Up to 25% more energy Superior efficiency (99.5%) Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module- level monitoring Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) Module-level voltage shutdown for installer and firefighter safety solaredge.com PO W E R O P T I M I Z E R Power Optimizer For North America P370 / P400 / P401 / P485 / P505 Optimizer model (typical module compatibility) P370 (for higher-power 60 and 72-cell modules) P400 (for 72 & 96- cell modules) P401 (for high power 60 and 72 cell modules) P485 (for high-voltage modules) P505 (for higher current modules) INPUT Rated Input DC Power(1)370 400 430 485 505 W Absolute Maximum Input Voltage (Voc at lowest temperature)60 80 60 125(2)83(2)Vdc MPPT Operating Range 8 - 60 8 - 80 8-60 12.5 - 105 12.5 - 83 Vdc Maximum Short Circuit Current (Isc)11 10.1 12.5 11 14 Adc Maximum DC Input Current 13.75 12.5 14.65 12.5 17.5 Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 80 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 ± 0.1 Vdc STANDARD COMPLIANCE EMC FCC Part 15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741, NEC/PVRSS Material UL94 V-0 , UV Resistant RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H)129 x 153 x 27.5 / 5.1 x 6 x 1.1 129 x 153 x 33.5 / 5.1 x 6 x 1.3 129 x 153 x 29.5 / 5.1 x 6 x 1.16 129 x 159 x 49.5 / 5.1 x 6.3 x 1.9 129 x 162 x 59 / 5.1 x 6.4 x 2.3 mm / in Weight (including cables)630 / 1.4 750 / 1.7 655 / 1.5 845 / 1.9 1064 / 2.3 gr / lb Input Connector MC4(3)MC4(3)MC4(3) Input Wire Length 0.16 / 0.5 m / ft Output Wire Type / Connector Double Insulated / MC4 Output Wire Length 1.2 / 3.9 m / ft Operating Temperature Range (4)-40 to +85 / -40 to +185 ˚C / ˚F Protection Rating IP68 / Type6B Relative Humidity 0 - 100 % (1) Rated power of the module at STC will not exceed the optimizer “Rated Input DC Power”. Modules with up to +5% power tolerance are allowed (2) NEC 2017 requires max input voltage be not more than 80V (3) For other connector types please contact SolarEdge (4) Longer inputs wire lengths are available for use. For 0.9m input wire length order P401-xxxLxxx (5) For ambient temperature above +85°C / +185°F power de-rating is applied. Refer to Power Optimizers Temperature De-Rating Technical Note for more details: https://www.solaredge.com/sites/default/files/se- temperature-derating-note-na.pdf PV System Design Using a SolarEdge Inverter(6)(7) Single Phase HD-Wave Single phase Three Phase for 208V grid Three Phase for 277/480V grid Minimum String Length (Power Optimizers) P370, P400, P401 8 10 18 P485, P505 6 8 14 Maximum String Length (Power Optimizers)25 25 50 Maximum Power per String 5700(8) (6000 with SE7600-US - SE11400-US) 5250(8) 6000(9)12750(10)W Parallel Strings of Different Lengths or Orientations Yes (6) For detailed string sizing information refer to: http://www.solaredge.com/sites/default/files/string_sizing_na.pdf (7) It is not allowed to mix P485/P505 with P370/P400/P401 in one string (8) A string with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement (9) For 208V grid: it is allowed to install up to 6,500W per string when the maximum power difference between each string is 1,000W (10)For 277/480V grid: it is allowed to install up to 15,000W per string when the maximum power difference between each string is 2,000W © SolarEdge Technologies Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: February 10, 2022 DS-000044-NA. Subject to change without notice. 2606 S. Pacific Ave.07/01/22 Composition Shingle Rail-Based, Rail-Less Structurally-Attached ECOFASTENSOLAR.COM GF-1 is our most versatile solution for composition shingle roofs. The flashing installs with a single fastener for a quick and easy installation. When using the GF-1 flashing grommet and an EcoFasten compression bracket, a watertight seal is created, maintaining the integrity of the roof. FEATURES & BENEFITS Patented watertight technology Installs without removing shingles One lag bolt for a single-penetration attachment point $YDLODEOHLQPLOODQGEODFNȴQLVK Compatible with a variety of Ecofasten compression brackets Florida Product Approved for any combination of 8x12 GF-1 ȵDVKLQJZLWKWKH&OLFN)LW/IRRW /DJ6FUHZ GF-1 COMPLETE MOUNT & FLASHING ASSEMBLY VERSATILE WATERTIGHT MOUNT THAT INSTALLS IN SECONDS PRODUCT IMAGE PART NUMBER PART DESCRIPTION BOX QUANTITY PALLET QUANTITY ASSEMBLED WITH (1) GF GROMMET AND INCLUDES (1) 5/16 EPDM BONDED WASHER 3012010 GF-1 FLASHING GLV BLK 8X1250 3000 3012020 GF-1 FLASHING GLV BLK 8X10 (NO WASHER)50 3600 3012011 GF1 8X12" GALVALUME MLL FLASHING 50 3000 3012013 GF-2V FLASHING AL BLK 8X1250 3000 INCLUDES (1) 3/8"-16 X1 1/4" HEX BOLT AND (1) 3/8"-16 FLANGE NUT FOR RACKING 2012022 CF UNIV L-FOOT MLL 3 (NO HARDWARE NEEDED) 50 1800 3011018 L-FOOT SCL-101 BLK 3 50 6000 3011015 L-FOOT L-102 BLK 3 50 6000 3011017 L-FOOT SCL-101 MLL 3 50 6000 3011016*L-FOOT L-102 MLL 6 50 2400 INCLUDES (1) 2 LAG BOLT AND (1) SS 8-18 X 3/4 TEK SCREW 3011010 CONDUIT BRKT COMP MLL 50 10350 INCLUDES (1) 4 LAG SCREW AND (1) EPDM BONDED WASHER (PRE-ASSEMBLED) 2011013 RI COMP SLIDE AL BLK 50 3600 3016013 LAG SCREW SS .313X4 (50)50/500 22500 * SPECIAL ORDER ITEM FL A S H I N G S BR A C K E T S FA S T E N E R 3012010 3012020 3012013 2012022 3011015 3011017 3011018 20110133011016* 3011010 3012011 CHOOSE YOUR FLASHING CHOOSE YOUR BRACKET: 4 14 1 W. VAN BUREN ST, SUITE 2, PHOENIX AZ 85009 _ Ζ1)2#(& 2)$6 7(16 2/$ 5& 20 GF-1 COMPLETE MOUNT & FLASHING ASSEMBLY VE R S I O N 1 . 5 2606 S. Pacific Ave.07/01/22 Tech Brief Solar Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. XR Rails are the structural backbone preventing these results. They resist uplift, protect DJDLQVWEXFNOLQJDQGVDIHO\DQGHIFLHQWO\ transfer loads into the building structure. Their superior spanning capability requires fewer roof attachments, reducing the number of roof penetrations and the amount of installation time. XR Rail Family Force-Stabilizing Curve Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist. The curved shape of XR Rails is specially designed to increase strength in both directions while resisting the twisting. This unique feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat & Pitched Roofs Roof Mount utilizes XR Rails, along with optional all-in-one attachments, WRVHFXUHV\VWHPVXVK against residential roofs. Roof Mount utilizes XR Rails, along with optional all-in-one attachments, WRVHFXUHV\VWHPVXVK against residential roofs. Corrosion-Resistant Materials XR Rails are compatible with FlashFoot and other pitched roof attachments. IronRidge offers a range of tilt leg RSWLRQVIRUDW roof mounting applications. All XR Rails are made of marine-grade aluminum alloy, then protected with an DQRGL]HGQLVK$QRGL]LQJSUHYHQWVVXUIDFH and structural corrosion, while also providing a more attractive appearance. XR Rail Family 7KH;55DLO)DPLO\RIIHUVWKHVWUHQJWKRIDFXUYHGUDLOLQWKUHHWDUJHWHGVL]HV(DFKVL]HVXSSRUWVVSHFLF design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. © 2014 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.11 Tech Brief Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean %XLOGLQJ+HLJKWRIIW9LVLW,URQ5LGJHFRPIRUGHWDLOHGVSDQWDEOHVDQGFHUWLFDWLRQV Load Rail Span Snow (PSF) Wind (MPH) 45 4 6 8 10 12 None 100 120 140 XR10 XR100 XR1000 160 10-20 100 120 140 160 30 100 160 40 100 160 50-70 160 80-90 160 XR100 XR100 is the ultimate residential mounting rail. It supports a range of wind and snow conditions, while also maximizing spans up to 8 feet. 8 spanning capability Heavy load capability &OHDU EODFNDQRGL]HGQLVK Internal splices available XR10 ;5LVDVOHHNORZSUROHPRXQWLQJ rail, designed for regions with light or no snow. It achieves 6 foot spans, while remaining light and economical. 6 spanning capability Moderate load capability &OHDUDQRGL]HGQLVK Internal splices available XR1000 XR1000 is a heavyweight among solar mounting rails. Its built to handle extreme climates and spans 12 feet or more for commercial applications. 12 spanning capability Extreme load capability &OHDUDQRGL]HGQLVK Internal splices available 2606 S. Pacific Ave.07/01/22 Tech Brief Class A Fire Rating Background $OOURRQJSURGXFWVDUHWHVWHGDQG FODVVLHGIRUWKHLUDELOLW\WRUHVLVWUH 5HFHQWO\WKHVHUHUHVLVWDQFHVWDQGDUGV ZHUHH[SDQGHGWRLQFOXGHVRODUHTXLSPHQW DVSDUWRIWKHURRIV\VWHP6SHFLFDOO\WKLV UHTXLUHVWKHPRGXOHVPRXQWLQJKDUGZDUH DQGURRIFRYHULQJWREHWHVWHGWRJHWKHUDV DV\VWHPWRHQVXUHWKH\DFKLHYHWKHVDPH UHUDWLQJDVWKHRULJLQDOURRIFRYHULQJ $GRSWLRQRIWKHVHQHZUHTXLUHPHQWVZLOO EHJLQLQ&DOLIRUQLDLQDQGH[WHQGWR WKHUHVWRIWKHFRXQWU\LQ /XUT8OJMK)KXZOIGZOUT ,Q$XJXVW,URQ5LGJHZDVWKHUVW FRPSDQ\WRUHFHLYHD&ODVV$)LUH5DWLQJڐ WKHKLJKHVWSRVVLEOHUDWLQJڐIURP,QWHUWHN *URXSSOFD1DWLRQDOO\5HFRJQL]HG7HVWLQJ /DERUDWRU\ ,URQ5LGJH5RRI0RXQWSURGXFWVZHUHWHVWHG RQDWDQGVORSHGURRIVLQDFFRUGDQFHZLWK WKHQHZ8/ 8/WHVWVWDQGDUGV 7KHWHVWLQJHYDOXDWHGWKHV\VWHPڕVDELOLW\WR UHVLVWDPHVSUHDGEXUQLQJPDWHULDODQG VWUXFWXUDOGDPDJHWRWKHURRI 5HIHUWRWKHWDEOHEHORZWRGHWHUPLQHWKH UHTXLUHPHQWVIRUDFKLHYLQJD&ODVV$)LUH 5DWLQJRQ\RXUQH[WSURMHFW Test Setup Solar Modules 6RODUPRGXOHVDUHJLYHQD7\SH FODVVLFDWLRQEDVHGRQWKHLU PDWHULDOVDQGFRQVWUXFWLRQ Mounting System 0RXQWLQJLVWHVWHGDVSDUWRID V\VWHPWKDWLQFOXGHVW\SHWHVWHG PRGXOHVDQGUHUDWHGURRIFRYHULQJ Roof Covering 5RRIFRYHULQJSURGXFWVDUHJLYHQD )LUH&ODVV5DWLQJRI$%RU&EDVHG RQWKHLUWHVWHGUHUHVLVWDQFH $EXUQLQJZRRGHQEORFNLVSODFHGRQPRGXOHDVDIDQEORZVDWPSK )ODPHFDQQRWEHVHHQRQXQGHUVLGHRIURRIZLWKLQPLQXWHV Burning Brand Test )ODPHDWVRXWKHUQHGJHRIURRILVDLPHGXSWKHURRIDVDIDQEORZVDW PSK7KHDPHFDQQRWVSUHDGIHHWRUPRUHLQPLQXWHV Spread of Flame Test Fire Testing Process Roof Slope Mount Module Fire Rating* 6WHHS6ORSH ݭGHJUHHV )OXVK 7\SH Class A 7LOW 7\SH Class A /RZ6ORSH GHJUHHV )OXVK 7\SH Class A 7LOW 7\SH Class A &ODVV$UDWHG39V\VWHPVFDQEHLQVWDOOHGRQ&ODVV$%DQG&URRIV Tech Brief © 2015 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.12 More Resources ,OXK8GZOTM)KXZOIGZK 9LVLWRXUZHEVLWHWRGRZQORDGWKHRIFLDO8/ FHUWLFDWLRQGRFXPHQW Go to IronRidge.com +TMOTKKXOTM)KXZOIGZOUT2KZZKXY :HRIIHUFRPSOHWHHQJLQHHULQJUHVRXUFHV DQGSUHVWDPSHGFHUWLFDWLRQOHWWHUV Go to IronRidge.com Frequently Asked Questions What is a module type? 7KHQHZ8/VWDQGDUGLQWURGXFHVWKHFRQFHSWRID 39PRGXOHW\SHEDVHGRQFRQVWUXFWLRQSDUDPHWHUV DQGUHSHUIRUPDQFHSDUDPHWHUV7KHSXUSRVHRI WKLVFODVVLFDWLRQLVWRFHUWLI\PRXQWLQJV\VWHPVZLWKRXW QHHGLQJWRWHVWLWZLWKHYHU\PRGXOH =NGZXUUTMSGZKXOGRYGXKIU\KXKJ% $OOUHUDWHGURRQJPDWHULDOVDUHFRYHUHGZLWKLQWKLV FHUWLFDWLRQLQFOXGLQJFRPSRVLWLRQVKLQJOHFOD\DQG FHPHQWWLOHPHWDODQGPHPEUDQHURRIV What if I have a Class C roof, but the jurisdiction now requires Class A or B? *HQHUDOO\ROGHUURRIVZLOOW\SLFDOO\EHژJUDQGIDWKHUHG LQڙDQGZLOOQRWUHTXLUHUHURRQJ+RZHYHULIRU PRUHRIWKHURRQJPDWHULDOLVUHSODFHGIRUWKHVRODU LQVWDOODWLRQWKHFRGHUHTXLUHPHQWZLOOEHHQIRUFHG =NKXKOYZNKTK]XKXGZOTMXKW[OXKSKTZIUJKROYZKJ% ,%&)LUHFODVVLFDWLRQ5RRIWRS PRXQWHGSKRWRYROWDLFV\VWHPVVKDOOKDYHWKHVDPHUH FODVVLFDWLRQDVWKHURRIDVVHPEO\UHTXLUHGE\6HFWLRQ Where is a Class A Fire Rating required? 7KHJHQHUDOUHTXLUHPHQWIRUURRQJV\VWHPVLQWKH,%& UHIHUVWRD&ODVV&UHUDWLQJ&ODVV$RU%LVUHTXLUHGIRU DUHDVVXFKDV:LOGODQG8UEDQ,QWHUIDFHDUHDV:8,DQG IRUYHU\KLJKUHVHYHULW\DUHDV0DQ\RIWKHVHDUHDVDUH IRXQGWKURXJKRXWWKHZHVWHUQ8QLWHG6WDWHV&DOLIRUQLD KDVWKHPRVW&ODVV$DQG%URRIUHUDWLQJUHTXLUHPHQWV GXHWRZLOGUHFRQFHUQV Are standard mid clamps covered? 0LGFODPSVDQGHQGFODPSVDUHFRQVLGHUHGSDUWRIWKH 39ژV\VWHPڙDQGDUHFRYHUHGLQWKHFHUWLFDWLRQ =NGZGZZGINSKTZYGTJGYNOTMYGXKJKKSKJ compatible with Class A? $WWDFKPHQWVDQGWKHLUUHVSHFWLYHDVKLQJVDUHQRW FRQVWLWXHQWVRIWKHUDWLQJDWWKLVWLPH$OOFRGHFRPSOLDQW DVKLQJPHWKRGVDUHDFFHSWDEOHIURPDUHUDWLQJ VWDQGSRLQW What mounting height is acceptable? 8/UHWHVWLQJZDVSHUIRUPHGZLWKDJDSRIڙZKLFKLV FRQVLGHUHGZRUVWFDVHLQWKHVWDQGDUG7KHUHIRUHWKH UDWLQJLVDSSOLFDEOHWRDQ\PRGXOHWRURRIJDS 'S/XKW[OXKJZUOTYZGRRYQOXZOTMZUSKKZZNKXK code? 1R,URQ5LGJHDFKLHYHGD&ODVV$UHUDWLQJZLWKRXWDQ\ DGGLWLRQDOUDFNLQJFRPSRQHQWV =NGZJKZKXSOTKY,OXK)RGYYOIGZOUT% )LUH&ODVVLFDWLRQUHIHUVWRDUHUHVLVWDQFHUDWLQJ V\VWHPIRUURRIFRYHULQJPDWHULDOVEDVHGRQWKHLUDELOLW\ WRZLWKVWDQGUHH[SRVXUH &ODVV$HIIHFWLYHDJDLQVWVHYHUHUHH[SRVXUH &ODVV%HIIHFWLYHDJDLQVWPRGHUDWHUHH[SRVXUH &ODVV&HIIHFWLYHDJDLQVWOLJKWUHH[SRVXUH What if the roof covering is not Class A rated? 7KH,URQ5LGJH&ODVV$UDWLQJZLOOQRWGLPLQLVKWKHUH UDWLQJRIWKHURRIZKHWKHU&ODVV$%RU& =NGZZORZYOYZNKZORZSU[TZY_YZKSXKXGZKJLUX% 7KHWLOWPRXQWV\VWHPLVUDWHGIRUGHJUHHVDQGXSDQG DQ\URRIWRPRGXOHJDSRUPRXQWLQJKHLJKW 2606 S. Pacific Ave.07/01/22 Tech Brief 9OSVROKJ-XU[TJOTM For Greater Safety & Lower Cost Traditionally, solar modules are grounded by attaching lugs, bolts or clips to the module frame, then connecting these to a copper conductor that runs throughout the array. This process adds time and cost to the installation, and often results in improper grounding, creating VLJQLFDQWORQJWHUPVDIHW\ULVNV The IronRidge Integrated Grounding System solves these challenges by bonding modules directly to the mounting rails. This approach eliminates separate module grounding hardware, and it creates many parallel grounding paths throughout the array, providing greater safety for system owners. Integrated Grounding System (UTJOTM9ZXGV Bonding Straps are used to ERQGUDLOWRUDLOFRQQHFWLRQV They are only required on the rail with the grounding lug. -XU[TJOTM3OJ)RGSV Each Grounding Mid Clamp pierces through the anodized coatings of both the module frame and the mounting rail to form secure electrical bonds, which are repeated throughout the array. -XU[TJOTM2[M A single Grounding Lug connects an entire row of PV modules to the grounding conductor. hese ng -XU[TJOTM3OJ Each Grounding Mid anodized coatings of the mounting rail to f whic h are repeated t 1 (UTJOT Bonding ERQG UDLO 2 3 /TYZGRRGZOUT5\KX\OK] /TYZGRR8UUL'ZZGINSKTZY ڞ,QVWDOODSSURSULDWHURRIDVKLQJDQGRUVWDQGRIIIRUURRIW\SH ڞ$WWDFK/)HHWWRDVKLQJRUVWDQGRII 6XKVGXK8GOR)UTTKIZOUTY ڞ,QVHUWVSOLFHLQWRUVWUDLOWKHQVHFXUHZLWK%RQGLQJ6WUDSDQG VHOIGULOOLQJVFUHZ Slide second rail over splice, then secure with opposite end of *URXQGLQJ6WUDSDQGVHOIGULOOLQJVFUHZ 3U[TZ-XU[TJ8GORY ڞ$WWDFKUDLOVWR/)HHWDQGOHYHOUDLOV Install one Grounding Lug per row of modules. Connect Grounding Lug to grounding conductor. /TYZGRR3UJ[RKY)RGSVY ڞ,QVWDOOUVWPRGXOHXVLQJ(QG&ODPSVDQG*URXQGLQJ0LG&ODPSV Install additional modules using Grounding Mid Clamps. Finish row with a second pair of End Clamps. :KYZOTM)KXZOIGZOUT The IronRidge Integrated Grounding 6\VWHPKDVEHHQWHVWHGDQGFHUWLHGWR 8/E\,QWHUWHN*URXSSOF UL 2703 is a proposed UL standard for evaluating solar module mounting and clamping devices. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. The testing process closely mirrors that of UL 1703, the solar module testing standard, including temperature and humidity cycling, electrical and mechanical load testing, and manufacturing quality reviews. 1 2 3 4 n/XUT8OJMK/TI'RRXOMNZYXKYKX\KJ<OYOZ]]]OXUTXOJMKIUSUXIGRRLUXSUXKOTLUXSGZOUT<KXYOUT The Grounding Mid Clamp has proven robust in grounding solar modules with a box frame construction, a range of anodization WKLFNQHVVHVDQGQRPLQDOOHQJWKVRIڙRUOHVV All solar modules listed to UL 1703 and with frame construction within the parameters stated above are compatible with the IronRidge Integrated Grounding System. -UZUOXUTXOJMKIUSOM Dimension Range A PPPP B PPPLQLPXP 3UJ[RK,XGSK)USVGZOHOROZ_ Any module frames whose parameters are not listed in the provided table have not been tested for compatibility. Tech Brief A B 2606 S. Pacific Ave.07/01/22 Tech Brief 9OSVROKJ-XU[TJOTMLUX+\KX_'VVROIGZOUT The UFO family of components eliminates the need for separate grounding hardware by bonding solar modules directly to IronRidge XR Rails. All system types that feature the UFO familyFlush Mount, Tilt Mount and Ground Mountare fully listed to the UL 2703 standard. UFO hardware forms secure electrical bonds with both the module and the rail, resulting in many parallel grounding paths throughout the system. This leads to safer and more reliable installations. UFO Family of Components ;TO\KXYGR,GYZKTOTM5HPKIZ;,5 The UFO securely bonds solar modules to XR Rails. It comes assembled and lubricated, and FDQWDZLGHUDQJHRIPRGXOHKHLJKWV he g ore ;TO\KXYGR,GYZK The UFO securely b Rails. It comes asse FDQWDZLGHUDQJH 9ZUVVKX9RKK\K The Stopper Sleeve snaps onto the UFO, converting it into a bonded end clamp. (UTJKJ9VROIK Each Bonded Splice uses self-drilling screws to form a secure connection. No bonding strap needed. (UTJKJ'ZZGINSKTZY The bonding bolt attaches and bonds the L-foot to the rail. It is installed with the same socket as the rest of the system. -XU[TJOTM2[M A single Grounding Lug connects an entire row of PV modules to the grounding conductor. (UTJKJ9VROIK Each Bonded Splice uses lf d illi f 9_YZKS*OGMXGS ;2)KXZOIGZOUT The IronRidge Flush Mount, Tilt Mount, and Ground Mount Systems have been listed to UL 2703 by Intertek Group plc. UL 2703 is the standard for evaluating solar mounting systems. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. n/XUT8OJMK/TI'RRXOMNZYXKYKX\KJ<OYOZ]]]OXUTXOJMKIUSUXIGRRLUXSUXKOTLUXSGZOUT<KXYOUT Tech Brief )XUYY9_YZKS)USVGZOHOROZ_ ,KGZ[XK ,R[YN3U[TZ :ORZ3U[TZ -XU[TJ3U[TZ XR Rails ( (XR1000 Only UFO/Stopper ( ( ( Bonded Splice ( (N/A Grounding Lugs 1 per Row 1 per Row 1 per Array Microinverters & Power Optimizers Enphase - M250-72, M250-60, M215-60, C250-72 Darfon - MIG240, MIG300, G320, G640 SolarEdge - P300, P320, P400, P405, P600, P700, P730 Fire Rating Class A Class A N/A Modules Tested or Evaluated with over 400 Framed Modules Refer to installation manuals for a detailed list. í Approved Enphase microinverters can provide equipment grounding of IronRidge systems, eliminating the need for JURXQGLQJOXJVDQGHOGLQVWDOOHGHTXLSPHQWJURXQGFRQGXFWRUV(*&$PLQLPXPRIWZRPLFURLQYHUWHUVPRXQWHGWRWKH same rail and connected to the same Engage cable is required. Refer to installation manuals for additional details. -UZU/XUT8OJMKIUS;,5 2606 S. Pacific Ave.07/01/22 AUTHORIZATION TO MARK Applicant: Manufacturer: Address:Address: Country:Country: Contact:Contact: Phone:Phone: FAX:FAX: Email:Email: Standard(s): Product: Brand Name: Models: This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Interteks Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1, October 4, 2010 XR Rails with Integrated Grounding. XR Rails IronRidge Roof Mount Control Number: 4007559 Authorized by: for Thomas J. Patterson, Certification Manager This document supersedes all previous Authorizations to Mark for the noted Report Number. yschwarz@ironridge.com jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA Yann Schwarz Jim Norsworthy (800) 227-9523 (800) 227-9523 (707) 459-1833 (707) 459-1833 IronRidge, Inc.IronRidge, Inc. 1495 Zephyr Ave Hayward, CA 94544 1435 Baechtel Road Willits, CA 95490 USA USA This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Page 1 of 3 ATM for Report 101541132LAX-002 ATM Issued: 24-Apr-2015 ED 16.3.15 (1-Jan-13) Mandatory AUTHORIZATION TO MARK Applicant: Manufacturer: Address:Address: Country:Country: Contact:Contact: Phone:Phone: FAX:FAX: Email:Email: Standard(s): Product: Brand Name: Models: XR Rails This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Interteks Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1, October 4, 2010 XR Rails with Integrated Grounding. IronRidge Roof Mount Control Number: 4008377 Authorized by: for Thomas J. Patterson, Certification Manager This document supersedes all previous Authorizations to Mark for the noted Report Number. yschwarz@ironridge.com jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA Yann Schwarz Jim Norsworthy Or Dave Taggart (800) 227-9523 (707) 363-3025 (707) 459-1833 (510) 225-0975 IronRidge, Inc.IronRidge, Inc. 1495 Zephyr Ave Hayward, CA 94544 1495 Zephyr Ave Hayward, CA 94544 USA USA This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Page 2 of 3 ATM for Report 101541132LAX-002 ATM Issued: 24-Apr-2015 ED 16.3.15 (1-Jan-13) Mandatory 2606 S. Pacific Ave.07/01/22 AUTHORIZATION TO MARK Applicant: Manufacturer: Address:Address: Country:Country: Contact:Contact: Phone:Phone: FAX:FAX: Email:Email: Standard(s): Product: Brand Name: Models: XR Rails with Integrated Grounding. IronRidge Roof Mount XR Rails for Thomas J. Patterson, Certification Manager This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Interteks Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1, October 4, 2010 Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA Control Number: 4008083 Authorized by: (800) 227-9523 (480) 967-2038 (707) 459-1833 (480) 829-0838 yschwarz@ironridge.com andy@precisiondie.com IronRidge, Inc.Precision Die & Stamping, Inc. 1495 Zephyr Ave Hayward, CA 94544 1704 W. 10th Street Tempe, AZ 85281 USA USA Yann Schwarz Andy Frola This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Page 3 of 3 ATM for Report 101541132LAX-002 ATM Issued: 24-Apr-2015 ED 16.3.15 (1-Jan-13) Mandatory 5224 South 39th Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers IronRidge February 17, 2017 1495 Zephyr Ave Page 1 of 20 Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR100 Rail, Roof Flush Mounting System Structural Analysis Dear Sir: We have analyzed the IronRidge XR100 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures California Building Code 2016 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC-ES Aluminum Design Manual, 2015 Edition The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit 0011 attached. The modules are clamped to the rails by the IronRidge Module Mounting Clamps as shown in the attached Exhibit. The rails are attached to aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A-F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in the tables below. Tables 1A-9A are for modules with a maximum long dimension of 67.5 inches and Tables 1B-9B are for modules with a maximum long dimension of 78.5 inches. 2606 S. Pacific Ave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acific Ave.07/01/22 4730 Madison Road, Cincinnati, Ohio 45227-1426 Phone 513 533-6200 Fax 513 871-4084 Web site www.ilsco.com Canada 1050 Lakeshore Road East, Mississauga, Ontario, Canada L5E1E4 Phone 905 274-2341 Fax 905 274-8763 134 D E G C F T H Catalog Figure Ground Wire Bolt Dimensions Screw Number Number Range Size C D E F G H T Type GBL-4DB 1 4-14 10 .218 .680 .470 1.150 .190 .375 .825 Slot GBL-4DB-14 1 4-14 1/4 .265 .680 .470 1.150 .210 .472 .825 Slot *+GBL-4DBT 1 4-14 10 .218 .680 .470 1.150 .190 .375 .825 Slot *GBL-4DBT-14 1 4-14 1/4 .265 .680 .470 1.150 .210 .472 .825 Slot *+GBL-4DBTH 2 4-14 10 .218 .680 .470 1.150 .190 .375 .825 Hex *GBL-4DBTH-14 2 4-14 1/4 .265 .680 .470 1.150 .210 .472 .825 Hex Copper Lay-In Ground Lug Direct Burial TYPE CGBL Features •Lay-in feature •Manufactured from high strength copper •Stainless steel hardware Benefits •Provides ease of installation of continuous loop grounding conductor •Suitable for direct burial and for use with copper conductors •Resists oxidation and corrosion in earth or concrete 667P LR-29601 All wire sizes, unless noted otherwise, are American Wire Gauge (AWG) Tested to UL 467, UL File E34440 * T indicates tin plating + GBL-4DBT and GBL-4DBTH are UL2703 Listed UL E354420 Vol. 2 Optional MH Series mounting hardware kits available, consult ILSCO Fig. 1 Fig. 2 2606 S. Pacific Ave.07/01/22 LARSUN SOLAR CSLB: #583458 (C-46) ADDRESS: 439 E HARRISON ST. UNIT E CITY|ZIP: CORONA | CA | 92879 PHONE: (951) 298-9007 best solar PREPARED BY:DATE: PROJECT #: SHEET NAME: SHEET #: PROPOSED EQUIPMENT: SCOPE OF WORK:HOMEOWNER:CONTRACTOR: PV-G.01 GENERAL NOTES3/10/2022 HP-089 INSTALL A NEW 8.36kW (DC)|7.71kW(AC)|7.72kW (CEC AC) PV SOLAR SYSTEM ON AN (E) RESIDENTIAL ROOF. ALL WORK TO BE CONDUCTED UNDER AN ACTIVE CSLB LICENSE & SHALL ADHERE TO ALL FEDERAL|STATE|LOCAL LAWS & CODES. PLEASE REFERENCE ALL CODE(S) THROUGHOUT THIS PLAN SET FOR FULL COMPLIANCE. THE BOUACHINE SOUVANNAVONG RESIDENCE 2606 S PACIFIC AVE. SANTA ANA | CA | 92704 APN #: 14027102 ALL-AMERICAN SOLAR SERVICES L.L.C. x AJC GENERAL NOTES x ALL MATERIAL(S), EQUIPMENT, INSTALLATION & WORK SHALL COMPLY W/ THE FOLLOWING APPLICABLE CODE(S): -2019 CBC/2017 IBC -2019 CRC/2017 IRC -2019 CEC/2020 NEC -2019 CMC/2017 UMC -2019 CPC/2017 UPC -2019 CFC/2017 IFC -2019 BUILDING ENERGY CODE -2019 CALGREEN x EXISTING PLUMBING VENT(S), SKYLIGHT(S), EXHAUST OUTLET(S) & VENTILATION INTAKE AIR OPENING(S) SHALL NOT BE COVERED BY THE SOLAR PHOTOVOLTAIC SYSTEM x ALL EQUIPMENT SHALL BE LISTED & LABELED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER LISTING REQUIREMENTS & THE MANUFACTURER'S INSTRUCTION(S) [NEC 690.4(D)] x ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES & SWITCHES x ALL EQUIPMENT SHALL BE PROPERLY GROUNDED & BONDED IN ACCORDANCE W/ NEC ARTICLE 250 x ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVER CURRENT DEVICES LOCATED SO AS TO PROVIDE OVER CURRENT PROTECTION FROM ALL SOURCES [NEC 690.9(A)] x ADDITIONAL EQUIPMENT OF THE PV SYSTEM SHALL BE LOCATED OUTSIDE OF THE BUILDING NEAR THE MAIN ELECTRICAL SERVICES [NEC 690.12(C)] x THE UTILITY INTERACTIVE INVERTER(S) SHALL AUTOMATICALLY DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION & DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THE SYSTEM & SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION & DISTRIBUTION NETWORK VOLTAGE HAS BEEN RESTORED [NEC 690.61] x DUE TO THE FACT THAT PV MODULES ARE ENERGIZED WHENEVER EXPOSED TO LIGHT, PV CONTRACTOR SHALL DISABLE THE ARRAY DURING INSTALLATION & SERVICE BY SHORT CIRCUITING, OPEN CIRCUITING, OR COVERING THE ARRAY W/ OPAQUE COVERING [NEC 690.18] x ALL CONDUCTOR EXPOSED TO WEATHER SHALL BE LISTED & IDENTIFIED FOR USE IN DIRECT SUNLIGHT [NEC 690.31(B), 310.8(D)] x THE MODULE CONDUCTORS MUST BE TYPE USE-2 OR LISTED PHOTOVOLTAIC (PV) WIRE [NEC 690.31(B)] x ALL CONDUCTORS SHALL BE MARKED ON EACH END FOR UNIQUE IDENTIFICATION [NEC 690.4(B)] x ALL GROUND CONDUCTORS SHALL BE PROPERLY COLOR IDENTIFIED PER [NEC 690.6(B)] x PV SYSTEM CONNECTED ON THE LOAD SIDE OF THE SERVICE DISCONNECTING MEANS IF THE OTHER SOURCE(S) AT ANY DISTRIBUTION EQUIPMENT ON THE PREMISES SHALL MEET THE FOLLOWING [NEC 705.12]: -EACH SOURCE CONNECTION SHALL BE MADE AT THE DEDICATED CIRCUIT BREAKER OR FUSIBLE DISCONNECTING MEANS [NEC 705.12(D)(1)] -THE SUM OF THE AMPERE RATING OF THE OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO THE BUSBAR OR CONDUCTOR SHALL NOT EXCEED 120% OF THE RATING OF BUSBAR OR CONDUCTOR [NEC 705.12(D)(2)] -THE INTERCONNECTION POINT SHALL BE ON THE LINE SIDE OF ALL GROUND-FAULT PROTECTION EQUIPMENT [NEC 705.12(D)(3)] -EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUIT SUPPLYING POWER TO A BUSBAR OR CONDUCTOR SHALL BE MARKED TO INDICATE THE PRESENCE OF ALL SOURCES [NEC 705.12(D)(4)] -CIRCUIT BREAKER, IF BACKED, SHALL BE SUITABLE FOR SUCH OPERATION [NEC 705.12(D)(5)] x TO MINIMIZE OVERHEATING OF THE BUSBAR IN PANEL BOARD, THE PANEL BOARD MAIN CIRCUIT BREAKER & THE PV POWER SOURCE CIRCUIT BREAKER SHALL BE PHYSICALLY LOCATED AT THE OPPOSITE END OF THE BUSBAR [NEC 705.12(D)(7)] x ALL THE NEC REQUIRED WARNING SIGNS, MARKING, & LABELS SHALL BE POSTED ON EQUIPMENT & DISCONNECTS PRIOR TO ANY INSPECTIONS TO BE PERFORMED BY THE BUILDING DEPARTMENT INSPECTOR x METALLIC RACEWAYS OR METALLIC ENCLOSURES ARE REQUIRED WIRING METHOD FOR INSIDE A BUILDING FOR PV SYSTEM [NEC 690.31(E)] x FLEXIBLE, FINE-STRANDED CABLES SHALL BE TERMINATED ONLY W/ TERMINALS, LUGS, DEVICES OR CONNECTOR THAT ARE IDENTIFIED & LISTED FOR SUCH USE [NEC 690.31(F) & 110.14(A)] x CONNECTORS SHALL BE OF LATCHING OF LOCKING TYPE. CONNECTORS ARE READILY ACCESSIBLE & OPERATING OVER 30 VOLTS SHALL REQUIRE TOOL TO OPEN & MARK "DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT INTERRUPTING" [NEC 690.33(C) & (E)(2)] x EQUIPMENT GROUNDING CONDUCTOR FOR PV MODULES SMALLER THAN 6AWG SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY A RACEWAY OR CABLE ARMOR [NEC 690.46 & 250.120(C)] x FINE-STRANDED CABLES USED FOR BATTERY TERMINALS, DEVICES, & CONNECTIONS REQUIRE LUGS & TERMINALS LISTED & MARKED FOR THE USE [NEC 690.74(A)] (19) M SOLAR: HC 144BB-440W MOD. (19) SOLAREDGE: P485 OPTMZR. (1) SOLAREDGE: SE6000H-US INV. HOMEOWNER INFORMATION HOMEOWNER:BOUACHINE SOUVANNAVONG ADDRESS:2606 S PACIFIC AVE. CITY / STATE / ZIP:SANTA ANA | CA | 92704 PHONE NUMBER:N/A CONTRACTOR INFORMATION CONTRACTOR:LARSUN SOLAR ADDRESS:439 E HARRISON ST. UNIT E CITY / STATE / ZIP:CORONA | CA | 92879 PHONE NUMBER:(951) 298-9007 CSLB LICENSE:#1043108 CSLB CLASS:C-46 EQUIPMENT INFORMATION PV MODULES: (19) M SOLAR: HC 144BB-440W INVERTER(S): (1) SOLAREDGE: SE6000H-US MODULE AREA: 82.44 SQ. FT. MODULE LENGTH: 40.86-IN. MODULE WIDTH: 1.37-IN. MODULE DEPTH: 52.9-IN. MODULE WEIGHT: 23.39 LBS. TOTAL MODULE AREA: 444.45 SQ. FT. MOUNTING WEIGHT: 177.78 LBS. TOTAL INSTALL WEIGHT: 1183.07 LBS. POINT LOAD PER MOUNT: 29.58 LBS. DISTRIBUTED WEIGHT: 2.66 P.S.F. ROOFING INFORMATION # OF STORIES: 1 TYPE OF ROOF: COMP. SHINGLE WIND SPEED: 120 MPH EXPOSURE CATEGORY: C BUILDING CODE DATA (E) OCCUPANCY GROUP R3 (E) TYPE OF CONSTRUCTION V-B (E) SPRINKLERS NO APPLICABLE CODE x 2019 BUILDING ST&ARDS ADMINISTRATIVE CODE PART 1, TITLE 24, C.C.R. [2017 IBC W/ AMENDMENTS] x 2019 CALIFORNIA BUILDING CODE [CBC] PART 2, TITLE 24, C.C.R. [2017 IBC W/ AMENDMENTS] x 2019 CALIFORNIA ELECTRICAL CODE [CEC] PART 3, TITLE 24, C.C.R. [2020 NEC W/ AMENDMENTS] x 2019 CALIFORNIA FIRE CODE [CFC] PART 9, TITLE 24 C.C.R. x 2020 NATIONAL ELECTRICAL CODE NFPA 70 [NEC] SHEET INDEX PV-G.01 GENERAL NOTES PV-S.01 SITE PLAN PV-D.01 SYSTEM DETAILS PV-E.01 ELECTRICAL PV-G.02 GROUNDING NOTES PV-S.02 WARNING SIGNAGE *DATA-SHEETS ARE ATTACHED TO PACKET 2606 S. Pacific Ave.07/01/22 PREPARED BY:DATE: PROJECT #: SHEET NAME: SHEET #: PROPOSED EQUIPMENT: SCOPE OF WORK:HOMEOWNER:CONTRACTOR: PV-S.01 SITE PLAN S E N W SCALE S P A C I F I C A V E . MAIN SERVICE PANEL | UTILITY A 8 ϭϴϬΣ ϭϴΣ S PORT. PV % COVERING ROOF # OF MODULE 19 MOD. SQ. FT. 374.28 TOTAL ROOF AREA (+/-) 2387 % COVERING ROOF 15.68 3/32" = 1'-0" GENERAL NOTES x A 36" PATHWAY SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING PL B ARRAY INFORMATION ARR A Y # OF MOD S . TILTAZIM U T H DIRE C T I ON ORIEN T A TION 8.36kW DC | 7.71kW AC | 7.72kW CEC AC PV SOLAR SYSTEM PROPOSED MODULE LOCATION(S) LARSUN SOLAR CSLB: #583458 (C-46) ADDRESS: 439 E HARRISON ST. UNIT E CITY|ZIP: CORONA | CA | 92879 PHONE: (951) 298-9007 best solar 3/10/2022 HP-089 INSTALL A NEW 8.36kW (DC)|7.71kW(AC)|7.72kW (CEC AC) PV SOLAR SYSTEM ON AN (E) RESIDENTIAL ROOF. ALL WORK TO BE CONDUCTED UNDER AN ACTIVE CSLB LICENSE & SHALL ADHERE TO ALL FEDERAL|STATE|LOCAL LAWS & CODES. PLEASE REFERENCE ALL CODE(S) THROUGHOUT THIS PLAN SET FOR FULL COMPLIANCE. THE BOUACHINE SOUVANNAVONG RESIDENCE 2606 S PACIFIC AVE. SANTA ANA | CA | 92704 APN #: 14027102 ALL-AMERICAN SOLAR SERVICES L.L.C. x AJC (19) M SOLAR: HC 144BB-440W MOD. (19) SOLAREDGE: P485 OPTMZR. (1) SOLAREDGE: SE6000H-US INV. DR I V E W A Y A PL PL PL AC DISCONNECT 60A|240V SOLAREDGE:SE6000H-US INVERTER #1 3'-0" 41'-8" 3'-0" 19'-1" B 11 ϮϳϬΣ ϭϴΣ W PORT. (E ) P A T I O 2606 S. Pacific Ave.07/01/22 1/16" = 1'-0"1/16" = 1'-0" MOUNTING & RACKING NOTES x SEE ATTACHED MANUFACTURE DATA-SHEET(S) FOR RACKING SPECIFICATION(S) & MOUNTING INSTALLATION x ALL WIRING IN THE BUILDING / STRUCTURE TO BE INSTALLED IN CONDUIT x ALL CONDUIT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE SECURELY ATTACHED TO THE BUILDING x LABELS TO BE LOCATED AT THE METER ALTERING THE "PRESENCE OF AN ALTERNATE POWER SOURCE" AT THE SERVICE PANEL x EXISTING B-VENT TERMINATORS, FOR FUEL BURNING APPLIANCES, WHERE ADJACENT TO THE PROPOSED MODULES, MUST BE EXTENDED 12" ABOVE THE MODULES' TOP SURFACE TO COMPLY W/ CMC 802.6.2(1) & CPC 509.2(1) x EXISTING DWV PLUMBING VENT TERMINATORS, WHERE ADJACENT TO THE PROPOSED MODULES & MUST BE 12" MIN. FROM EDGE OF MODULES & BE EXTENDED 6" ABOVE THE MODULES' TOP SURFACE TO COMPLY W/ CPC 906.1 x TWO INDEPENDENT SUPPORT RAILS PER PANEL W/ PORTRAIT ORIENTATION, OR SHARED INTERMEDIATE RAILS W/ PANELS IN LANDSCAPE ORIENTATION x COLD WATER GROUNDING CONNECTED W/IN 5' OF POINT OF ENTRANCE OF WATER INTO HOUSE x RACEWAY FOR GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AT EACH END (CEC 250.64 (E)) x MAXIMUM END CANTILEVER OF ALUMINUM SUPPORT RAIL TO BE VERIFIED WHEN TABLE SPAN IS SUBMITTED. ALLOWABLE SPAN IN THE ROOF WIND PRESSURE ZONE OF THE CANTILEVER FOR DC EQUIPMENT INSTALLED ON THE ROOF, CONDUIT, WIRING SYSTEMS & RACEWAYS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE RIDGE, HIP, OR VALLEY & SHALL RUN FROM THE RIDGE, HIP OR VALLEY DIRECTLY TO AN OUTSIDE WALL. DC COMBINER BOXES SHALL BE LOCATED SO AS TO MINIMIZE CONDUIT RUNS IN PATHWAYS BETWEEN ARRAYS. DC WIRING LOCATED INSIDE OF BUILDING SHALL BE METALLIC CONDUIT OR IN RACEWAYS & SHALL BE RUN ALONG THE BOTTOM OF LOAD BEARING STRUCTURAL FRAMING MEMBERS WHERE EVER FEASIBLE MOUNTING DETAIL EQUIPMENT DETAIL ELECTRICAL DETAIL PREPARED BY: DATE: PROJECT #: SHEET NAME: SHEET #: PROPOSED EQUIPMENT: SCOPE OF WORK:HOMEOWNER:CONTRACTOR: S E N W S E N W PV-D.01 SYSTEM DETAILS SCALE SCALE (E) COMP. SHINGLE PLACE SEALANT AROUND LAG BOLT & UNDER STANDOFF BASE(TYP.) ROOF FRAMING PRE-DRILLED 3 16" HOLE (1) 5 16" S.S. LAG BOLT W/ 21 " EMBEDMENT (MIN.) ECO-FASTEN GF-1 MOUNT 167 3 8" BOLT (TYP.) ROOF SHEATHING (TYP.) SOLAR MODULE ECO-FASTEN GF-1MOUNT FOR COMP. SHINGLE ROOF ECO-FASTEN L-FOOT CAN BE MOUNTED IN ANY ORIENTATION IRONRIDGE STANDARD RAIL IRONRIDGE " x .75" NUT, FLANGE 2 IRONRIDGE: XR-10 RAIL(S) NEMA 3R JUNCTION BOX 3/4" EMT RAN ON ROOFTOP (EXACT LOCATION TO VARY) x MEMBER SIZE: 2x4 RAFTER @ 24" O.C. x MEMBER SPECIES: DOUGLAS FIR x MEMBER GRADE: N/A x RAIL SPAN : SEE DETAILS ECOFASTEN GF-1: ROOF MOUNT x MOUNTS SET @ 4-FT O.C. x COMP. SHINGLE x ^>KWΛϭϴΣ LARSUN SOLAR CSLB: #583458 (C-46) ADDRESS: 439 E HARRISON ST. UNIT E CITY|ZIP: CORONA | CA | 92879 PHONE: (951) 298-9007 best solar 3/10/2022 HP-089 INSTALL A NEW 8.36kW (DC)|7.71kW(AC)|7.72kW (CEC AC) PV SOLAR SYSTEM ON AN (E) RESIDENTIAL ROOF. ALL WORK TO BE CONDUCTED UNDER AN ACTIVE CSLB LICENSE & SHALL ADHERE TO ALL FEDERAL|STATE|LOCAL LAWS & CODES. PLEASE REFERENCE ALL CODE(S) THROUGHOUT THIS PLAN SET FOR FULL COMPLIANCE. THE BOUACHINE SOUVANNAVONG RESIDENCE 2606 S PACIFIC AVE. SANTA ANA | CA | 92704 APN #: 14027102 ALL-AMERICAN SOLAR SERVICES L.L.C. x AJC (19) M SOLAR: HC 144BB-440W MOD. (19) SOLAREDGE: P485 OPTMZR. (1) SOLAREDGE: SE6000H-US INV. MAIN SERVICE PANEL | UTILITY AC DISCONNECT 60A|240V SOLAREDGE:SE6000H-US INVERTER #1 MAIN SERVICE PANEL | UTILITY AC DISCONNECT 60A|240V SOLAREDGE:SE6000H-US INVERTER #1 This item has been digitally signed and sealed on 03/11/2022 2606 S. Pacific Ave.07/01/22 PV-C PV-C NON-FUSED AC DISCONNECT UTILITY GROUNDING ROD(S) SET @ 6' APART MIN. 4 INVERTER #1 PV-B MAIN SERVICE PANEL UTILITY METER x UPGRADING (E) MAIN TO (N) 200A MAIN | 200A BUSBAR (LOCATION PER UTILITY) x (N) 40A PV OCPD C/B TO BE INSTALLED OPPOSITE END OF MAIN OCPD M SOLAR: HC 144BB-440W MODULE MOD. IMP: (10.74A) * (1 STRING) = 10.74A MOD. ISC: (11.33A) * (1 STRING) = 11.33A SYSTEM DC WIRING: STRING(S) OF ( 10) VMP: (41.00 VDC MPP) * (10 MODS) = 410.0 VDC VOC: (49.90 VOC) * (10 MODS) = 499.00 VDC VMAX: (499.00 VDC) * (114%) = 568.86 VDC STRING(DC): 4400W ARRAY 1: (10) MODULES ARRAY 2: (9) MODULES (2) #10 PV-WIRE UNDER EACH MODULE FREE-AIR (SECURED) (MANUFACTURE WIRE)1 2 PV-A 3 J-BOX x ALL CONDUCTOR(S) TO BE RAN IN RACEWAY x PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM DC DISCONNECT/INVERTER AS PER [NEC 250.166(B)] "THE GROUNDING ELECTRODE CONDUCTOR SHALL NOT BE SMALLER THEN THE LARGEST CONDUCTOR SUPPLIED BY THE SYSTEM & NOT SMALLER THEN #8 AWG." x SYSTEM GROUNDING ELECTRODE CONDUCTOR FOR PHOTOVOLTAIC SYSTEM SIZED TO MEET THE REQUIREMENTS OF 250.66 (AC) & 250.66 (DC), 690.74(C) NOT SMALLER THEN #8 AWG x EQUIPMENT OPERATING 150V OR GREATER SHALL ONLY BE SERVICED OR REPLACED BY QUALIFIED PERSONNEL. FIELD PROTECTION MAY BE IN THE FORM OF CONDUIT, CLOSED CABINET OR AN ENCLOSURE WHICH REQUIRES USE OF TOOLS TO OPEN. x SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE W/ REQUIREMENTS OF ARTICLE 690 OF THE 2019 CEC. x MIN. HEIGHT OF CONDUIT ABOVE ROOF TO MATCH TEMP. DE-RATING FACTOR x PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN METAL CONDUIT & THE CONDUIT SHALL BE LABELED "CAUTION DC CONDUIT" EVERY 10-FEET x SMOKE ALARMS & CARBON MONOXIDE DETECTORS WILL MEET THE NECESSARY REQUIREMENTS PER [CRC R314, R315] x UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE PHOTOVOLTAIC SOLAR SYSTEM x GROUNDING TO BE INSTALLED PER MODULE MANUFACTURE INSTRUCTIONS. GROUND METHOD: GROUND LUGS WITH BARE COPPER WIRE ELECTRICAL EQUIPMENT LIST #ITEM DESCRIPTION QTY. 1INVERTER #1 SOLAREDGE: SE6000H-US4 19MODULE M SOLAR: HC 144BB-440W 1 19POWER OPTIMIZER SOLAREDGE: P4852 1JUNCTION BOX UL-LISTED WATER-TIGHT NEMA 3R RATED3 5 6 1PV BREAKER (OCPD)40A-2P, 240V 7 6 MAIN SERVICE PANEL 1 UPGRADING (E) MAIN SERVICE PANEL TO (N) 200A MAIN | 200A BUSBAR 5 160A, 2P-240V, BLADE TYPEAC DISCONNECT (NON-FUSED) SYSTEM DC WIRING: STRING(S) OF ( 9) VMP: (41.00 VDC MPP) * (9 MODS) = 369.0 VDC VOC: (49.90 VOC) * (9 MODS) = 449.1 VDC VMAX: (449.1 VDC) * (114%) = 511.97 VDC STRING(DC): 3960W SOLAREDGE: SE6000H-US INVERTER MAX AC OUTPUT: 6000WAC MAX DC INPUT: 9300WDC NOM VOLTAGE: 240VAC MAX INPUT VOLTAGE: 480VDC NOM DC INPUT VOLTAGE: 380VDC MAX CONT. OUTPUT CURRENT: 25A MAX INPUT SHORT CIRCUIT: 45A SOLAREDGE: P485 OPTIMIZER MAX VOLTAGE: 80VDC|INPUT DC: 485W MAX ISC: 11ADC|MAX DC INPUT: 12.5ADC STRING MIN.: 6|MAX PER STRING: 5700W (SE7600-SE11400: 6000W) UTILITY PREPARED BY:DATE: PROJECT #: SHEET NAME: SHEET #: PROPOSED EQUIPMENT: SCOPE OF WORK:HOMEOWNER:CONTRACTOR: PV-E.01 ELECTRICAL 17.67 TABLE 310.15(B)(16) Zd/E'ΛϵϬΣ (4) #10 THWN-2 32.13 TABLE 310.15(B)(16) Zd/E'ΛϵϬΣ (4) #10 THWN-2 TABLE 310.15(B)(3)(a) # OF COND. (3) MAX. SYSTEM AC WIRING TOTAL: ENTIRE SYSTEM SYSTEM WAC: 7712.1WAC MODULE ISC: 11.33A * 156% = 17.67A >PV-B DESIGN SYSTEM IMP: 32.13A >PV-C DESIGN SYSTEM PMAX: 40.00A ----> 40A C/B >SYSTEM OCPD SYSTEM AC WIRING RUN: INVERTER #1 CONTINUOUS OUTPUT CURRENT (IMP): (410.0 PTC RATING) * (19 MOD.) * (99.0% CEC INV. EFF.) = 7712.1WAC / 240VAC = 32.13A MAX OUTPUT CURRENT (PMAX): 32.0A* 125% = 40.00A ---> 40A OCPD C/B TABLE 310.15(B)(3)(a) # OF COND. (3) MAX. 7 (25ΣͲ;22.2Σн22ΣͿΎ;Ͳ0.36йͬΣͿс6.92% VOLTAGE DROP (41.0VMP) * (6.92%) = 2.84V PER - (41.0VMP) = 38.2V VMP (38.2V) * (ARRAY OF 10) = 381.63V @ AVR. HIGH 22.2 Σ (200A BUSBAR) * (120%) = 240A MAX. 200A MAIN BREAKER + 40A PV BACKFEED = 240A 240ч240A PER [CEC 705.12 (B)(2)(3)(b)] LARSUN SOLAR CSLB: #583458 (C-46) ADDRESS: 439 E HARRISON ST. UNIT E CITY|ZIP: CORONA | CA | 92879 PHONE: (951) 298-9007 best solar 3/10/2022 HP-089 INSTALL A NEW 8.36kW (DC)|7.71kW(AC)|7.72kW (CEC AC) PV SOLAR SYSTEM ON AN (E) RESIDENTIAL ROOF. ALL WORK TO BE CONDUCTED UNDER AN ACTIVE CSLB LICENSE & SHALL ADHERE TO ALL FEDERAL|STATE|LOCAL LAWS & CODES. PLEASE REFERENCE ALL CODE(S) THROUGHOUT THIS PLAN SET FOR FULL COMPLIANCE. THE BOUACHINE SOUVANNAVONG RESIDENCE 2606 S PACIFIC AVE. SANTA ANA | CA | 92704 APN #: 14027102 ALL-AMERICAN SOLAR SERVICES L.L.C. x AJC (19) M SOLAR: HC 144BB-440W MOD. (19) SOLAREDGE: P485 OPTMZR. (1) SOLAREDGE: SE6000H-US INV. 2606 S. Pacific Ave.07/01/22 x ALL GROUNDING PER CEC 250 & 690 x THE DE-RATE FACTOR FOR CONDUCTORS IN RACEWAY THRU AN ATTIC PER [NEC 310.15(2)(B)], THE LOCATION OF THE DC RACEWAYS BENEATH THE ROOF, TO NOT BE CLOSER THAN, & RUN PERPENDICULAR TO, 10" OF THE ROOF DECK AS REQUIRED BY, PROVIDE A VISUAL BREAK UTILITY DISCONNECT AT THE SERVICE METER LOCATION x THE PHOTOVOLTAIC INSTALLATION MEETS RPU INTERCONNECT STANDARDS THRU THE INSTALLATION OF A UTILITY DISCONNECT W/ VISUAL BREAK BLADES, IN ADDITION THE INVERTER MANUFACTURE MEETS ALL [UL 1741] ANTI ISLANDING CRITERIA. x WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT, AS WELL AS, THE NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE x SPACING MUST BE MAINTAINED BETWEEN ANY PLUMBING SEWER VENTS EXTENDING THROUGH THE ROOF & THE UNDERSIDE OF THE PHOTOVOLTAIC PANELS MAINTAIN ϭϮ͟D/E/DhD,KZ/KEd>>zd, PHOTOVOLTAIC INVERTER WILL BE LISTED AS [UL 1741] COMPLIANT x ALL METALLIC RACEWAYS & EQUIPMENT SHALL BE BONDED & ELECTRICALLY CONTINUOUS. x PHOTOVOLTAIC ARRAYS SHALL BE PROVIDED W/ DC GROUND-FAULT PROTECTION. x DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDINGLY x AC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED OR DWELLINGS x GROUND BUSHINGS ARE REQUIRED AROUND PRE-PUNCHED CONCENTRIC KNOCKOUTS ON THE DC SIDE OF THE SYSTEM x THE GROUNDING ELECTRODE CONDUCTOR MUST BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL (OR INVERTER) IF SMALLER THAN #6 COPPER WIRE x THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES WITH IRREVERSIBLE COMPRESSION TYPE CONNECTOR x THE BACKFED PV BREAKER(S) AT THE MAIN PANEL WILL BE INSTALLED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER AND THAT A PERMANENT WARNING LABEL WITH THE FOLLOWING MARKING WILL BE PROVIDED ADJACENT TO THE BREAKER(S): "WARNING PHOTOVOLTAIC CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE." DRAWING FOR ILLUSTRATION PURPOSE ONLY GROUNDING NOTES PREPARED BY:DATE: PROJECT #: SHEET NAME: SHEET #: PROPOSED EQUIPMENT: SCOPE OF WORK:HOMEOWNER:CONTRACTOR: PV-G.02 GROUNDING NOTES #10-24 S.S. LOCK NUT #10-24 S.S. EXTERNAL TOOTH LOCK 'STAR' WASHER #10-24 x 3 4" S.S. HCS BOLT S.S. SET SCREW INCLUDED S.S. HARDWARE 'RAIL TO RAIL BONDING' LAY IN LUG TERMINAL AL/CU DUAL RATED (TIN PLATED CU) LOCKNUT BONDING BASE 'SPLICE BAR' 'EMT' CONDUIT 'EMT' CONNECTOR CONTINUOUS GROUND STRIP INSULATION #6 AWG BARE CU WIRE SEALING LOCKNUT AS NEEDED GROUND BUSHING W/ LAY-IN LUG ## AWG BARE CU WIRE #6 AWG BARE CU WIRE MICRO-INVERTER / OPTIMIZER *SELF GROUNDED BONDING BASE 'SPLICE BAR' JUNCTION BOX MODULE(TYP.) STANDARD RAIL *SELF GROUNDED LARSUN SOLAR CSLB: #583458 (C-46) ADDRESS: 439 E HARRISON ST. UNIT E CITY|ZIP: CORONA | CA | 92879 PHONE: (951) 298-9007 best solar 3/10/2022 HP-089 INSTALL A NEW 8.36kW (DC)|7.71kW(AC)|7.72kW (CEC AC) PV SOLAR SYSTEM ON AN (E) RESIDENTIAL ROOF. ALL WORK TO BE CONDUCTED UNDER AN ACTIVE CSLB LICENSE & SHALL ADHERE TO ALL FEDERAL|STATE|LOCAL LAWS & CODES. PLEASE REFERENCE ALL CODE(S) THROUGHOUT THIS PLAN SET FOR FULL COMPLIANCE. THE BOUACHINE SOUVANNAVONG RESIDENCE 2606 S PACIFIC AVE. SANTA ANA | CA | 92704 APN #: 14027102 ALL-AMERICAN SOLAR SERVICES L.L.C. x AJC (19) M SOLAR: HC 144BB-440W MOD. (19) SOLAREDGE: P485 OPTMZR. (1) SOLAREDGE: SE6000H-US INV. 2606 S. Pacific Ave.07/01/22 RECOMMENDED SPECIFICATION FOR LABELS & PLACARDS; x RED LETTERING W/ WHITE BACKGROUND x LETTER HEIGHT OF 3 8" x LETTERS TO BE CAPITALIZED x ARIAL OR SIMILAR FONT x WEATHER RESISTANT x REFLECTIVE ALL LABELS TO BE PLACED ON THE INTERIOR & EXTERIOR OF EVERY; x DC CONDUIT, RACEWAYS, ENCLOSURES & CABLE ASSEMBLIES; xx EVERY 10' xx W/IN 1' OF EVERY TURN & BEND xx W/IN 1' OF ROOF & CEILING ASSEMBLIES; & xx EVERY WALL & BARRIER DIRECTORY PLACARD MUST BE INSTALLED AT THE MAIN SERVICE PANEL SHOWING LOCATION(S) FOR; x MAIN SERVICE DISCONNECTS x PHOTOVOLTAIC SOLAR INSTALLED x EQUIPMENT INSTALLED SIGNAGE NOTES LEGEND WARNING SIGNAGE PLACEMENT PREPARED BY:DATE: PROJECT #: SHEET NAME: SHEET #: PROPOSED EQUIPMENT: SCOPE OF WORK:HOMEOWNER:CONTRACTOR: DRAWING IS TO ILLUSTRATE TYPICAL PLACEMENT OF PLACARDS & LABELING FOR INSPECTION PURPOSE. PLACEMENT TO BE FIELD VERIFIED FOR ACCURACY PV-S.02 SIGNAGE AC DISCONNECT MSP-UTILITY INVERTER SOLAR MODULES CAUTION UTILITY PV ARRAY J-BOX AC DISCONNECT EQUIPMENT TO BE HUNG @ 36" - 75" O.C. MAX. (ABOVE GRADE) MAIN SERVICE PANEL UTILITY METER INVERTER DIRECTORY MAP PLACE ON MSP - UTILITY; CEC 705.10 DUAL POWER SOURCES PLACE ON MSP - UTILITY; NEC 705.12(B)(3) DC CONDUCTORS PLACE ON MSP - UTILITY; NEC 690.35(F) DO NOT ADD LOADS PLACE ON COMB. PANEL - SUB-PANEL; NEC 690.33(E)(2) PV SYSTEM CONNECTED PLACE ON MSP - UTILITY SOLAR C/B - DO NOT RELOCATE PLACE NEAR OCPD IN MAIN JUNCTION BOX (AC) PLACE ON J-BOXES POWER SOURCE OUTPUT PLACE ON MSP-UTILITY; CEC 705.12 (B)(2)(3)(B) DC DISCONNECT RATING PLACE ON DISCONNECT; CEC 690.5 2 AC DISCONNECT RATING PLACE ON DISCONNECT; CEC 690.52 DO NOT EXCEED BUSBAR PLACE ON MSP - UTILITY; CEC 705.12(B)(2)(3)(C) DO NOT TOUCH TERMINALS PLACE ON MSP - UTILITY; CEC 690.13(B) GROUND FAULT PLACE ON MSP - UTILITY; NEC 690.35(F) x RAPID SHUTDOWN (STRING) x RAPID SHUTDOWN SWITCH PLACEMENT NO LESS THEN 3' OF DISCONNECT; CEC 690.56 - SEC. 690.56(3) x DERATE WARNING x DERATE (#A) PLACE ON MSP-UTILITY *USE WHEN MAIN BREAKER IS DE-RATED CAUTION SOLAR CIRCUIT PLACE EVERY 10', BEFORE & AFTER EVERY BEND; CEC 690.31(G)(3) INVERTER #1 ADDITIONAL POWER SOURCE BEING SUPPLIED TO THIS BUILDING WITH DISCONNECTS AS SHOWN: 2606 S PACIFIC AVE. - SANTA ANA - 92704 LARSUN SOLAR CSLB: #583458 (C-46) ADDRESS: 439 E HARRISON ST. UNIT E CITY|ZIP: CORONA | CA | 92879 PHONE: (951) 298-9007 best solar 3/10/2022 HP-089 INSTALL A NEW 8.36kW (DC)|7.71kW(AC)|7.72kW (CEC AC) PV SOLAR SYSTEM ON AN (E) RESIDENTIAL ROOF. ALL WORK TO BE CONDUCTED UNDER AN ACTIVE CSLB LICENSE & SHALL ADHERE TO ALL FEDERAL|STATE|LOCAL LAWS & CODES. PLEASE REFERENCE ALL CODE(S) THROUGHOUT THIS PLAN SET FOR FULL COMPLIANCE. THE BOUACHINE SOUVANNAVONG RESIDENCE 2606 S PACIFIC AVE. SANTA ANA | CA | 92704 APN #: 14027102 ALL-AMERICAN SOLAR SERVICES L.L.C. x AJC (19) M SOLAR: HC 144BB-440W MOD. (19) SOLAREDGE: P485 OPTMZR. (1) SOLAREDGE: SE6000H-US INV. 2606 S. Pacific Ave.07/01/22 1;ѴѴ;m|;L1b;m1 9 busbar technology increases power by decreasing |_;7bv|-m1;0;|;;m0v0-uv-m7|_;Cm];u]ub7Ѵbm; lruo;7;-hbѴѴlbm-ঞomu;vromv; ou;ro;uo|r|;;mbmѴo;uѴb]_|1om7bঞomv v1_-vo;u1-v|7-vouo@Ŋr;-hvmѴb]_|_ouv mঞ Panels rigorously tested to limit power 7;]u-7-ঞom1-v;70ŝv|u-ŝ1uu;m|v b]_bm7-m7vmou;vbv|-m1; ƔķƓƏƏՓ-"moo-7 ƑķƓƏƏՓ-)bm7o-7 ƑƔŊ;-u-uu-m| "oѴ-ulo7Ѵ;v-u;]-u-m|;;7|ou;|-bm -|Ѵ;-v|ѶƓĺƒѷo=|_;bmbঞ-Ѵro;uo|r| rr;-Ѵbm];v|_;ঞ1v ѴѴ0Ѵ-1hlo7Ѵ;1u;-|;v-vѴ;;hķmb=oul-uu- PID 25 1 5 12 15 25 100%M SOLAR STANDARD INDUSTRY STANDARD 80% 90% 86% 98% 25/25 ƑƔŊ;-uruo71| -uu-m|ķƑƔŊ;-u output warranty 0.5% annual 7;]u-7-ঞom over 25 years www.msolarenergy.us 84.3%+ of the bmbࢼ-Ѳro;u o|r| 144BB 440W HC Series mSolar 9BB Half-Cell Black Monocrystalline PERC PV Module Note: please read safety and installation instructions before using this product. Subject to change without prior notice. © 2021 mSolar, all rights reserved. Barcode 1 Dimensions (MM) I-V Curves of PV Module (365W)P-V Curves of PV Module (365W) Ѵ;1|ub1-Ѵ_-u-1|;ubvঞ1vŇ"$Ŗ Module Type HC 144BB-435W HC 144BB-440W HC 144BB-445W olbm-Ѵo;u)-l-Ő)őŖƓƒƔƓƓƏƓƓƔ o;u|r|$oѴ;u-m1;l-ŐѷőƏŜƳƒƏŜƳƒƏŜƳƒ -bllo;u(oѴ|-];(lrŐ(őƓƏĺѶƓƐĺƏƓƐĺƑ -bllo;uuu;m|lrŐőƐƏĺѵƕƐƏĺƕƓƐƏĺѶƐ r;mbu1b|(oѴ|-];Ő(őƓƖĺƕƓƖĺƖƔƏĺƐ "_ou|bu1b|uu;m|v1ŐőƐƐĺƑѵƐƐĺƒƒƐƐĺƓƏ o7Ѵ;L1b;m1ŐѷőƑƏĺƏƐƑƏĺƑƓƑƏĺƓƕ Ŗ"$Ő"|-m7-u7$;v|om7bঞomőĹuu-7b-m1;ƐƏƏƏ)ņlƑķo7Ѵ;$;lr;u-|u;ƑƔŦķƐĺƔ Ѵ;1|ub1-Ѵ_-u-1|;ubvঞ1vŇ$Ŗ -bllo;u)-l-Ő)rőƒƑƔĺƑƒƑѶĺƖƒƒƑĺƕ -bllo;u(oѴ|-];(lrrŐ(őƒѶĺƐƒѶĺƑƒѶĺƓ -bllo;uuu;m|lrrŐőѶĺƔƓѶĺѵƏѶĺѵѵ r;mbu1b|(oѴ|-];(o1Ő(őƓѵĺƓƓѵĺѵƓѵĺƕ "_ou|bu1b|uu;m|v1ŐőƖĺƏƖƖĺƐƔƖĺƑƐ Ŗ$Őolbm-Ѵlo7Ѵ;or;u-ঞm]|;lr;u-|u;őĹuu-7b-m1;ѶƏƏ)ņlƑĺl0b;m|$;lr;u-|u;ƑƏŦķƐĺƔķ)bm7"r;;7Ɛlņv Mechanical Data "oѴ-u;ѴѴvomo! ;ѴѴvoub;m|-ঞomƐƓƓŐѵƑƓő o7Ѵ;7bl;mvbomƑķƏƖƓƐķƏƒѶƒƔllŐb|_=u-l;ő );b]_|ƑƓh] Ѵ-vvƒĺƑllķb]_$u-mvlbvvbomķ!o-|;7$;lr;u;7Ѵ-vv m1ঞomoѵѶķƒ bo7;v -0Ѵ;vƓllƑĸƐķƑƏƏll omm;1|ouvƓŊ1olr-ঞ0Ѵ; $;lr;u-|u;!-ঞm]v $ƓƓŦƼƑŦ $;lr;u-|u;1o;L1b;m|o=l-ŊƏĺƒѵѷņŦ $;lr;u-|u;1o;L1b;m|o=(o1ŊƏĺƑƖѷņŦ $;lr;u-|u;1o;L1b;m|o=v1ƏĺƏƔѷņŦ )ouhbm]om7bঞomv -bll"v|;l(oѴ|-];ƐƔƏƏ( r;u-ঞm]$;lr;u-|u;ŊƓƏŦŜƳѶƔŦ -bll";ub;v v;ƑƏ -bllo-7Ő"moņ)bm7őƔķƓƏƏ-ņƑķƓƏƏ- Ŗ omo|1omm;1| v;bmol0bm;uob|_|ooulou;v|ubm]vbmr-u-ѴѴ;Ѵ1omm;1ঞom Ŗ!;l-uhĹѴ;1|ub1-Ѵ7-|-bm|_bv1-|-Ѵo]7omo|u;=;u|o-vbm]Ѵ;lo7Ѵ;-m7|_;-u;mo|r-u|o=|_;o@;uĺ$_;omѴv;u;=ou1olr-ubvom-lom] 7b@;u;m|lo7Ѵ;|r;vĺ 40 50 30 20 10 1.000 W/m2 800 W/m2 600 W/m2 400 W/m2 200 W/m 2 3 4 5 7 6 8 9 10 )[ X X K T Z ' 6U ] K X ͧ = ͨ <URZGMK< 1 0 135 95 175 255 215 295 335 415 375 460 0 Voltage [V] Po w e r [ W ] 0 10 20 30 40 50 0 50 100 150 200 250 300 350 400 Cells temp. = 25 °C Incident Irrad. = 1000 W/m² Incident Irrad. = 800 W/m² Incident Irrad. = 600 W/m² Incident Irrad. = 400 W/m² Incident Irrad. = 200 W/m² -1h-]bm] ;|-bѴv 31 Panels per pallet 22 Pallets per truck Pallet Stack Weight 3,412 lbs. (1,548 kg) Truck Weight 37,532 lbs. (17,024 kg) uom|(b; -1h(b; Barcode 2 Mounting holes Label Drainage holes Grounding holes Grounding identification Junction box 144BB 440W HC Series msolar 9BB Half-Cell Black Monocrystalline PERC PV Module 2606 S. Pacific Ave.07/01/22 I N V E R T E R S www.solaredge.us 12-25 Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US / SE7600H-US / SE10000H-US / SE11400H-US Optimized installation with HD-Wave technology ^ƉĞĐŝĮĐĂůůǇ ĚĞƐŝŐŶĞĚ ƚŽ ǁŽƌŬ ǁŝƚŚ ƉŽǁĞƌ ŽƉƟŵŝǌĞƌƐ ZĞĐŽƌĚͲďƌĞĂŬŝŶŐ ĞĸĐŝĞŶĐǇ &ŝǆĞĚ ǀŽůƚĂŐĞ ŝŶǀĞƌƚĞƌ ĨŽƌ ůŽŶŐĞƌ ƐƚƌŝŶŐƐ /ŶƚĞŐƌĂƚĞĚ ĂƌĐ ĨĂƵůƚ ƉƌŽƚĞĐƟŽŶ ĂŶĚ ƌĂƉŝĚ ƐŚƵƚĚŽǁŶ ĨŽƌ E ϮϬϭϰ ĂŶĚ ϮϬϭϳ͕ ƉĞƌ ĂƌƟĐůĞ ϲϵϬ͘ϭϭ ĂŶĚ ϲϵϬ͘ϭϮ h>ϭϳϰϭ ^ ĐĞƌƟĮĞĚ͕ ĨŽƌ Wh ZƵůĞ Ϯϭ ŐƌŝĚ ĐŽŵƉůŝĂŶĐĞ ǆƚƌĞŵĞůǇ ƐŵĂůů ,ŝŐŚ ƌĞůŝĂďŝůŝƚǇ ǁŝƚŚŽƵƚ ĂŶǇ ĞůĞĐƚƌŽůǇƟĐ ĐĂƉĂĐŝƚŽƌƐ ƵŝůƚͲŝŶ ŵŽĚƵůĞͲůĞǀĞů ŵŽŶŝƚŽƌŝŶŐ KƵƚĚŽŽƌ ĂŶĚ ŝŶĚŽŽƌ ŝŶƐƚĂůůĂƟŽŶ KƉƟŽŶĂů͗ZĞǀĞŶƵĞ ŐƌĂĚĞ ĚĂƚĂ͕ E^/ ϭϮ͘ϮϬ ůĂƐƐ Ϭ͘ϱ ;Ϭ͘ϱй ĂĐĐƵƌĂĐǇͿ ϭϮ ^ϯϬϬϬ,ͳh^^ϯϴϬϬ,ͳh^^ϱϬϬϬ,ͳh^^ϲϬϬϬ,ͳh^^ϳϲϬϬ,ͳh^^ϭϬϬϬϬ,ͳh^^ϭϭϰϬϬ,ͳh^ KhdWhd ZĂƚĞĚ WŽǁĞƌ KƵƚƉƵƚϯϬϬϬ ϯϴϬϬ Λ ϮϰϬs ϯϯϬϬ Λ ϮϬϴs ϱϬϬϬ ϲϬϬϬΛ ϮϰϬs ϱϬϬϬΛ ϮϬϴs ϳϲϬϬ ϭϬϬϬϬ ϭϭϰϬϬ s DĂǆ͘ WŽǁĞƌ KƵƚƉƵƚϯϬϬϬ ϯϴϬϬ Λ ϮϰϬs ϯϯϬϬ Λ ϮϬϴs ϱϬϬϬ ϲϬϬϬ Λ ϮϰϬs ϱϬϬϬ Λ ϮϬϴs ϳϲϬϬ ϭϬϬϬϬ ϭϭϰϬϬ s KƵƚƉƵƚ sŽůƚĂŐĞ DŝŶ͘ͲEŽŵ͘ͲDĂǆ͘ ;ϭϴϯ Ͳ ϮϬϴ Ͳ ϮϮϵͿ --- - -sĂĐ KƵƚƉƵƚ sŽůƚĂŐĞ DŝŶ͘ͲEŽŵ͘ͲDĂǆ͘ ;ϮϭϭͲ ϮϰϬ Ͳ ϮϲϰͿ sĂĐ &ƌĞƋƵĞŶĐǇ ;EŽŵŝŶĂůͿ ϱϵ͘ϯ Ͳ ϲϬ Ͳ ϲϬ͘ϱ;ϭͿ ,ǌ DĂǆŝŵƵŵ ŽŶƟŶƵŽƵƐ KƵƚƉƵƚ ƵƌƌĞŶƚ ϮϬϴs -ϭϲ -Ϯϰ - - - DĂǆŝŵƵŵ ŽŶƟŶƵŽƵƐ KƵƚƉƵƚ ƵƌƌĞŶƚ ΛϮϰϬs ϭϮ͘ϱ ϭϲ Ϯϭ Ϯϱ ϯϮ ϰϮ ϰϳ͘ϱ '&/ dŚƌĞƐŚŽůĚ ϭ hƟůŝƚǇ DŽŶŝƚŽƌŝŶŐ͕ /ƐůĂŶĚŝŶŐ WƌŽƚĞĐƟŽŶ͕ ŽƵŶƚƌǇ ŽŶĮŐƵƌĂďůĞ dŚƌĞƐŚŽůĚƐYes /EWhd DĂǆŝŵƵŵ WŽǁĞƌ ΛϮϰϬs ϰϲϱϬ ϱϵϬϬ ϳϳϱϬ ϵϯϬϬ ϭϭϴϬϬ ϭϱϱϬϬ ϭϳϲϱϬ W DĂǆŝŵƵŵ WŽǁĞƌ ΛϮϬϴs -ϱϭϬϬ -ϳϳϱϬ - - - dƌĂŶƐĨŽƌŵĞƌͲůĞƐƐ͕ hŶŐƌŽƵŶĚĞĚYes DĂǆŝŵƵŵ /ŶƉƵƚ sŽůƚĂŐĞ ϰϴϬ sĚĐ EŽŵŝŶĂů /ŶƉƵƚ sŽůƚĂŐĞϯϴϬϰϬϬsĚĐ DĂǆŝŵƵŵ /ŶƉƵƚ ƵƌƌĞŶƚ ϮϬϴs -ϵ -ϭϯ͘ϱ - - - DĂǆŝŵƵŵ /ŶƉƵƚ ƵƌƌĞŶƚ ΛϮϰϬs ϴ͘ϱ ϭϬ͘ϱ ϭϯ͘ϱ ϭϲ͘ϱ ϮϬ Ϯϳ ϯϬ͘ϱ ĚĐ DĂǆ͘ /ŶƉƵƚ ^ŚŽƌƚ ŝƌĐƵŝƚ ƵƌƌĞŶƚ ϰϱ ĚĐ ZĞǀĞƌƐĞͲWŽůĂƌŝƚǇ WƌŽƚĞĐƟŽŶ Yes 'ƌŽƵŶĚͲ&ĂƵůƚ /ƐŽůĂƟŽŶ ĞƚĞĐƟŽŶϲϬϬŬ ^ĞŶƐŝƟǀŝƚǇ DĂǆŝŵƵŵ /ŶǀĞƌƚĞƌ ĸĐŝĞŶĐǇϵϵ ϵϵ͘Ϯ й tĞŝŐŚƚĞĚ ĸĐŝĞŶĐǇϵϵ й EŝŐŚƫŵĞ WŽǁĞƌ ŽŶƐƵŵƉƟŽŶф Ϯ͘ϱ W /d/KE>&dhZ^ ^ƵƉƉŽƌƚĞĚ ŽŵŵƵŶŝĐĂƟŽŶ /ŶƚĞƌĨĂĐĞƐ Z^ϰϴϱ͕ ƚŚĞƌŶĞƚ͕ ŝŐĞĞ ;ŽƉƟŽŶĂůͿ͕ ĞůůƵůĂƌ ;ŽƉƟŽŶĂůͿ ZĞǀĞŶƵĞ 'ƌĂĚĞ ĂƚĂ͕ E^/ ϭϮ͘ϮϬ KƉƟŽŶĂů;ϮͿ ZĂƉŝĚ ^ŚƵƚĚŽǁŶ Ͳ E ϮϬϭϰ ĂŶĚ ϮϬϭϳ ϲϵϬ͘ϭϮ ƵƚŽŵĂƟĐ ZĂƉŝĚ ^ŚƵƚĚŽǁŶ ƵƉŽŶ 'ƌŝĚ ŝƐĐŽŶŶĞĐƚ ^dEZKDW>/E ^ĂĨĞƚǇh>ϭϳϰϭ͕ h>ϭϳϰϭ ^͕ h>ϭϲϵϵ͕ ^ ϮϮ͘Ϯ͕ ĂŶĂĚŝĂŶ &/ ĂĐĐŽƌĚŝŶŐ ƚŽ d͘/͘>͘ DͲϬϳ 'ƌŝĚ ŽŶŶĞĐƟŽŶ ^ƚĂŶĚĂƌĚƐ/ϭϱϰϳ͕ ZƵůĞ Ϯϭ͕ ZƵůĞ ϭϰ ;,/Ϳ ŵŝƐƐŝŽŶƐ & WĂƌƚ ϭϱ ůĂƐƐ /E^d>>d/KE^W/&/d/KE^ KƵƚƉƵƚ ŽŶĚƵŝƚ ^ŝǌĞ ͬt' ZĂŶŐĞ ϯͬϰ͟ ŵŝŶŝŵƵŵ ͬϭϰͲϲ t'ϯͬϰ͟ ŵŝŶŝŵƵŵ ͬϭϰͲϰ t' /ŶƉƵƚ ŽŶĚƵŝƚ ^ŝǌĞ ͬ η ŽĨ ^ƚƌŝŶŐƐ ͬ t'ZĂŶŐĞ ϯͬϰ͟ ŵŝŶŝŵƵŵͬ ϭͲϮ ƐƚƌŝŶŐƐ ͬ ϭϰͲϲ t'ϯͬϰ͟ ŵŝŶŝŵƵŵ ͬ ϭͲϯ ƐƚƌŝŶŐƐ ͬ ϭϰͲϲt' ŝŵĞŶƐŝŽŶƐ ǁŝƚŚ ^ĂĨĞƚǇ ^ǁŝƚĐŚ ;,ǆtǆͿϭϳ͘ϳ ǆ ϭϰ͘ϲ ǆ ϲ͘ϴ ͬ ϰϱϬ ǆ ϯϳϬ ǆ ϭϳϰ Ϯϭ͘ϯ ǆ ϭϰ͘ϲǆ ϳ͘ϯ ͬ ϱϰϬ ǆ ϯϳϬ ǆ ϭϴϱ ŝŶ ͬ ŵŵ tĞŝŐŚƚ ǁŝƚŚ ^ĂĨĞƚǇ ^ǁŝƚĐŚ ϮϮ ͬ ϭϬ Ϯϱ͘ϭ ͬ ϭϭ͘ϰ Ϯϲ͘Ϯ ͬ ϭϭ͘ϵ ϯϴ͘ϴ ͬ ϭϳ͘ϲ ůď ͬ ŬŐ EŽŝƐĞ ф Ϯϱ фϱϬ Ě ŽŽůŝŶŐ EĂƚƵƌĂů ŽŶǀĞĐƟŽŶ EĂƚƵƌĂů ĐŽŶǀĞĐƟŽŶ KƉĞƌĂƟŶŐ dĞŵƉĞƌĂƚƵƌĞ ZĂŶŐĞͲϭϯ ƚŽ нϭϰϬͬ ͲϮϱ ƚŽ нϲϬ;ϯͿ ;ͲϰϬȗ& ͬ ͲϰϬȗ ŽƉƟŽŶͿ;ϰͿ ȗ& ͬ ȗ WƌŽƚĞĐƟŽŶ ZĂƟŶŐ ED ϯZ ;/ŶǀĞƌƚĞƌ ǁŝƚŚ ^ĂĨĞƚǇ ^ǁŝƚĐŚͿ Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ SE7600H-US / SE10000H-US / SE11400H-US ;ϭͿ &Žƌ ŽƚŚĞƌ ƌĞŐŝŽŶĂů ƐĞƫŶŐƐ ƉůĞĂƐĞ ĐŽŶƚĂĐƚ ^ŽůĂƌĚŐĞ ƐƵƉƉŽƌƚ ;ϮͿ ZĞǀĞŶƵĞ ŐƌĂĚĞ ŝŶǀĞƌƚĞƌ WͬE͗ ^ǆǆǆǆ,Ͳh^ϬϬϬEEϮ ;ϯͿ &Žƌ ƉŽǁĞƌ ĚĞͲƌĂƟŶŐ ŝŶĨŽƌŵĂƟŽŶ ƌĞĨĞƌ ƚŽ͗ ŚƩƉƐ͗ͬͬǁǁǁ͘ƐŽůĂƌĞĚŐĞ͘ĐŽŵͬƐŝƚĞƐͬĚĞĨĂƵůƚͬĮůĞƐͬƐĞͲƚĞŵƉĞƌĂƚƵƌĞͲĚĞƌĂƟŶŐͲŶŽƚĞͲŶĂ͘ƉĚĨ ;ϰͿ ͲϰϬ ǀĞƌƐŝŽŶ WͬE͗ ^ǆǆǆǆ,Ͳh^ϬϬϬEEhϰ © SolarEdge Technologies, Inc. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: 07/2018/V01/ENG NAM. Subject to change without notice. 2606 S. Pacific Ave.07/01/22 Digitally sealed by RJM on Date: Job #: Jurupa Valley, CA 92509 Email: ryan@mcpherson.engineering 3/11/22 3/11/22 22-2270 Mobile: (909) 569-2244 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Souvannavong Residence 2606 S Pacific Ave Santa Ana, CA 92704 Designed in Accordance with CBC 2019, ASCE 7-16, NDS 2018 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave 3/11/2022 11:32 AM 1 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 3/11/2022 11:32 AM 2 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Location: 2606 S Pacific Ave Santa Ana, CA 92704 Existing Structure Info: Number of Stories = 1 Aroof = 2300 sq. ft. Roof Square Footage A3rd_flr = 0 sq. ft. Third Floor Square Footage (if applicable) A2nd_flr = 0 sq. ft.Second Floor Square Footage (if applicable) Site Properties: Lattitude = Longitude = Ss = 1.289 S1 = 0.462 Exposure Category = C Ult. Wind Speed = 130 m.p.h. P.V. Array Info: Model = 144BB 440W Height of Panel = 82.44 in. Width of Panel = 40.87 in. Area of Panel = 23.4 ft.2 Number of New Panels = 19 Number of Exis. Panels = 0 Total Area of Array = 444.6 ft.2 Spacing of Anchors = 4.0 ft. max. on center rows of racks per panel = 2 Panel Tilt = 7-27 deg Project Info 33.711776 -117.888213 3/11/2022 11:32 AM 3 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Composition roofing Sheathing = 1.5 p.s.f.1/2" Plywood Framing = 1.5 p.s.f.2x Rafter/Truss Framing Misc = 1.0 p.s.f. DLr1 = 8.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f. Drywall and 2x framing DLr2 = 10.0 p.s.f. Total Existing Roof Dead Load LLr = 20.0 p.s.f. Roof Live Load (Per C.B.C, Table 1607.1) SL = 5.0 p.s.f.Snow Load Floor Design Loads: (if applicable) Flooring = 10.0 p.s.f.Weight of floor finish Sheathing = 2.2 p.s.f.3/4" plywood Framing = 2.0 p.s.f.2x framing or manufactured floor truss Interior Partitions = 15.0 p.s.f.2x framed walls with drywall finish each side Ceiling = 5.0 p.s.f.Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf = 35.0 p.s.f.Total Existing Floor Dead Load Proposed Loads: Panels = 2.8 p.s.f. weight of panels including rack system DLr1_proposed = 10.8 p.s.f. Proposed Roof Dead Load (applied to top only) DLr2_proposed = 12.8 p.s.f.Total Proposed Roof Dead Load LLr_proposed = 0.0 p.s.f. Check Proposed Gravity Loads: Total Existing Roof Load Wex = (DLr1 + LLr) (Aroof) = 64.4 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 56.7 kips Proposed Load Demand Wprop - Wex = -11.90% Wex TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Roof Live Load with panels no more than 24in above roof surface (panels cannot support live loads, including the weight of stacked materials or workers) Gravity Loads 3/11/2022 11:32 AM 4 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Seismic Design Parameters Risk Category = 2 Per Table 1-5-1 R = 6.5 Response Modification Factor (Table 12-2.1) Site Class = D Per 11.4.2 Ie = 1 Seismic Importance Factor (Table 1.5-2) Ss = 1.29 Short Period P.G.A. S1 = 0.46 1-Sec Period P.G.A. S.D.C. = D Seismic Design Category Per 11.6 Fa = 1.20 Site Coefficient per Table 11.4-1 ASCE 7-16 Supplement #1 Tables used for Fa and Fv Fv = 1.70 Site Coefficient per Table 11.4-2 (note: section 11.4.8 Exception #2 calc used) SMS = SDS Fa = 1.55 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv = 0.79 1-Sec Period M.C.E. Per Eq. 11.4-2 SDS = 2/3 (SMS) = 1.03 Short Period Design Parameter Per Eq 11.4-3 SD1 = 2/3 (SM1) = 0.52 1-Sec Period Design Parameter Per Eq 11.4-4 Approximate Fundamental Period (Per 12.8.2.1) per Eq. 12.8-7 hn = 15 ft Ct = 0.02 (per table 12.8-2) x = 0.75 (per table 12.8-2) T = 0.15 sec Approximate Fundamental Period TL = 8 sec Long-Period Transition Period per Figure 22-12 Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS Ie)/R = 0.16 Seismic Response Coefficient Per Eq. 12.8-2 Cs1 = 1.5*(SD1 Ie)/R T = 0.79 Max. Seismic Response Coefficient Per Eq. 12.8-3 if T ≤ TL Cs2 = 0.01 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs2 = 0.044 SDS Ie = 0.05 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs3 = 0.5 S1 Ie/R = 0.04 Min. Seismic Response Coefficient Per Eq. 12.8-6 if S 1 ≥ 0.6g CS = 0.16 Design Seismic Coefficient Check Additional Base Shear Wexisting = 23.0 kips Weight of Existing Structure Wpanels = 1.2 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 3.6 kips Roof Level Shear of Existing Structure Vpanels = Cs Wpanels = 0.2 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn) x = 5.34% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 3/11/2022 11:32 AM 5 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7-16) Vult = 130mph Kzt = 1.00 (sec 26.8.2) h = 15 ft Exposure Category = C Kz = 0.85 (sec 26.10.1) Roof Zone = 2 Kd = 0.85 (sec 26.6) Panel θ = 7-27 deg Ke = 1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V 2 qh = 31.26 (eq. 26.10-1) γE = 1.5 FIG 29.4-7) γc = 1.01 (fig 29.4-7) hpt = 0 ft γa = 0.74 (fig 29.4-8) γ p = 0.9 (fig 29.4-7) ω = 0.00 deg GPp = -2 uplift GCrm = 1.4 uplift p = qh (GPp) γ E γ a (eq 29.4-7) p = qh (GCrn) γ E γC γ p (eq 29.4-6) p = -69.8 p.s.f.p = 59.8 p.s.f. Check Anchorage to Existing Structure 0.6DL - 0.6W controlling load combination (eq. 16-15 for ASD) DL = 2.8 p.s.f.dead load of panel (inlcuding rack system) W = 69.8 p.s.f.wind load normal to face of panel Arealag = 13.7 sq. ft.area tributary to each anchor SPanc = 4.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 553.0 lbs total uplift on anchor Material = DFL lumber anchor material Dialag = 5/16 in. diameter of screw Penlag = 2.5 in. min. penetration to existing framing Wlag = 266 lb/in. withdrawal load per in. of penetration per NDS Table 11.2A CD = 1.6 load duration factor for wind per NDS Table 2.3.2 Ct = 0.8 temperature factor per NDS Table 2.3.3 Noscrews = 1 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews = 851.2 lbs total allowable withrawal on anchor Puplift Pallow Anchorage = USE (1) 5/16IN. DIA. LAG SCREW(S) AT 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION 0.65 < 1.00 Anchor is OK! Wind Uplift Anchorage Flush Mounted Panels - ASCE Section 29.4.4 (where applicable) Flat Roof Panels - ASCE Section 29.4.3 (where applicable) = 3/11/2022 11:32 AM 6 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 McPherson Engineering By: A.L. Date: 3/11/22 Gravity Loads: DEMAND DECREASED BY 11.9% = OK! Lateral Loads: DEMAND INCREASED BY 5.34% < 10% = OK! Anchorage: DEMAND OF 553.LB. < CAPACITY OF 851.2LB. = OK! USE (1) 5/16IN. DIA. LAG SCREW(S) AT 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 3/11/2022 11:32 AM 7 of 7 ©McPherson Engineering 2606 S. Pacific Ave.07/01/22 2606 S. Pacific Ave.07/01/22 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1.   Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2.   Will the PV system be installed on a roof having only one roofing layer with no overlays? 3.   Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4.   Will the PV system weigh maximum 4 pounds per square feet or less? 5.   Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6.   Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7.   Will the PV system be installed without using any ballast system or counter-weight system? 8.   Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9.   Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10.   Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 2606 S Pacific Ave Sant Ana Ca Larsun a harness power company 1043108 Mike Gomez 626 277 3616 06/24/2022 permitting@harnesspower.com 2606 S. Pacific Ave.07/01/22 INV AC MSP SITE PLAN-1 PV-1.0 BOUACHINE SOUVANNAVONG - 8.360kW DC, 6.000kW AC, 7.712kW CEC AC SITE PLAN-1 PV-1.0 A SITE PLAN-1 SCALE: 3/32" = 1'-0" ELECTRIC CODE CEC 2019 FIRE CODE CFC 2019 RESIDENTIAL CODE CRC 2019 BUILDING CODE CBC 2019 WIND SPEED 110 MPH SNOW LOAD 0 PSF WIND EXPOSURE C GENERAL INFORMATION PV-1.0 A1 VICINITY MAP SCALE: NTS CUSTOMER INFORMATION NAME&ADDRESS: 33°42'42.29"N 117°53'17.69"W APN:140-271-02 AHJ:CA-CITY OF SANTA ANA SYSTEM INFORMATION DESIGNER/CHECKED BY: PK/VR PROJECT NUMBER:LARS-008160 SCALE:AS NOTED PAPER SIZE:17"x11" BOUACHINE SOUVANNAVONG 2606 S PACIFIC AVE, SANTA ANA, CA 92704. ENGINEER OF RECORD DATE:12/9/2022 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 8360W AC SYSTEM SIZE: 6000W CEC AC SYSTEM SIZE: 7712W MODULES: (19)MSOLAR HC 144BB-440W INVERTER: (1)SOLAREDGE TECHNOLOGIES SE6000H-US(240V,1PH) OPTIMIZER: (19)P505 SOLAREDGE OPTIMIZER 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#C46@1043108 PHOTOVOLTAIC ARRAY ON THE ROOF 1'-6" FIRE SETBACK (N) AC DISCONNECT (EXTERIOR) (N) MAIN SERVICE PANEL (EXTERIOR) (N) PV INVERTER (EXTERIOR) CONDUIT RUN TOTAL AREA OF ROOF 2338.39 SQFT TOTAL ARRAY AREA 444.45 SQFT TOTAL AREA OF ROOF COVERED IN ARRAY 19.01% 37 ' - 9 " 34'-6" 1'- 6 " 1'-6" 11 ' - 1 0 " 16'-6" INDEX INDEX NO. DESCRIPTION SITE PLAN-1&2 GENERAL NOTES MOUNTING DETAILS STRUCTURAL DETAILS SINGLE LINE DIAGRAM WARNING PLACARDS OPTIMIZER MAP MODULE SPEC SHEET INVERTER SPEC SHEET-1 INVERTER SPEC SHEET-2 COMBINER SPEC SHEET RACKING SPEC SHEET MOUNT SPEC SHEET GROUNDING SPEC SHEET INTEGRATED GROUNDING SPEC SHEET FIRE RATING SPEC SHEET PV-1.0&1.1 PV-2.0 S-1.0 S-1.1 E-1.0 PV-3.0 PV-3.1 PD-1.0 PD-1.1 PD-1.2 PD-1.3 PD-1.4 PD-1.5 PD-1.6 PD-1.7 PD-1.8 Revision # 101113414 ISS. 1/9/2023 Revision # 20178377 ISS. 01/9/2023 Revision to #101111035 ISS. 06/29/2022 The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. 2606 S. Pacific Ave. 01/09/23 INV AC MSP PV-3.0 CUSTOMER INFORMATION NAME&ADDRESS: 33°42'42.29"N 117°53'17.69"W APN:140-271-02 AHJ:CA-CITY OF SANTA ANA SYSTEM INFORMATION DESIGNER/CHECKED BY: PK/VR PROJECT NUMBER:LARS-008160 SCALE:AS NOTED PAPER SIZE:17"x11" BOUACHINE SOUVANNAVONG 2606 S PACIFIC AVE, SANTA ANA, CA 92704. ENGINEER OF RECORD DATE:12/9/2022 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 8360W AC SYSTEM SIZE: 6000W CEC AC SYSTEM SIZE: 7712W MODULES: (19)MSOLAR HC 144BB-440W INVERTER: (1)SOLAREDGE TECHNOLOGIES SE6000H-US(240V,1PH) OPTIMIZER: (19)P505 SOLAREDGE OPTIMIZER 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#C46@1043108 ALL PLACARDS SHALL BE OF WEATHER PROOF CONSTRUCTION, BACKGROUND ON ALL PLACARDS SHALL BE RED WITH WHITE LETTERING U.O.N. PLACARD SHALL BE MOUNTED DIRECTLY ON THE EXISTING UTILITY ELECTRICAL SERVICE.FASTENERS APPROVED BY THE LOCAL JURISDICTION NOTE:ALL SIGNAGE CANNOT BE HAND WRITTEN CEC 110.21 WARNING PLACARDS WARNING PLACARDS WARNING CAUTION: SOLAR CIRCUIT LABEL LOCATION POINT OF INTERCONNECTION (PER CODE: CEC 705.12(2)(b) [ NOT REQUIRED IF PANEL BOARD IS RATED NOT LESS THAN SUM OF AMPERE RATINGS OF ALL OVERCURRENT DEVICES SUPPLYING IT] WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVER-CURRENT DEVICE WARNING:PHOTOVOLTAIC POWER SOURCE LABEL LOCATION CONDUIT, COMBINER BOX [PER CODE: CEC690.31(G)(3)] WARNING-Electric Shock Hazard No User Serviceable Parts inside Contact authorized service provide for assistance LABEL LOCATION INVERTER, JUNCTION BOXES(ROOF), AC DISCONNECT [PER CODE: CEC 690.13] LABEL LOCATION DISCONNECT, POINT OF INTERCONNECTION [PER CODE: CEC 690.13(B)] LABEL LOCATION AC DISCONNECT , POINT OF INTERCONNECTION [PER CODE: CEC 690.54] LABEL LOCATION MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES AND CABLE ASSEMBLES AT LEAST EVERY 10 FT, AT TURNS AND ABOVE/BELOW PENETRATIONS AND ALL COMBINER/JUNCTION BOXES. (PER CODE: CFC605.11.1.4) LABEL LOCATION POINT OF INTERCONNECTION [PER CODE: CEC705.12(D)(4)] ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION AC DISCONNECT,POINT OF INTERCONNECTION [PER CODE: CEC 690.13(B)] DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING LABEL LOCATION AC DISCONNECT,POINT OF INTERCONNECTION [PER CODE: CEC 690.13(B)] LABEL LOCATION WEATHER RESISTANT MATERIAL, DURABLE ADHESDIVE, UL969 AS STANDARD TO WEATHER RATING (UL LISTING OF MARKINGS NOT REQUIRED), MIN 3 8" LETTER HEIGHT ARIAL OR SIMILAR FONT NON-BOLD,PLACED WITHIN THE MAIN SERVICE DISCONNECT,PLACED ON THE OUTSIDE OF THE COVER WHEN DISCONNECT IS OPERATED WITH THE SERVICE PANEL CLOSED. (PWER CODE: CEC690.15 ,690.13(B)) WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM SOLAR DISCONNECT RATED AC OPERATING CURRENT AC NOMINAL OPERATING VOLTAGE 25.00 240 AMPS AC VAC PHOTOVOLTAIC SYSTEM AC DISCONNECT SWITCH CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN LABEL LOCATION AC DISCONNECT, DC DISCONNECT, POINT OF INTERCONNECTION (PER CODE: CEC690.56(C)(1) LABEL LOCATION INVERTER,POINT OF INTERCONNECTION [PER CODE: CEC 690.56(C)(3)] RAPID SHUTDOWN SWITCH FOR SOLAR SYSTEM PHOTOVOLTAIC SYSTEM DC DISCONNECT LABEL LOCATION DC DISCONNECT SWITCH, INVERTER [PER. CODE: CEC 690.53] MAXIMUM VOLTAGE MAXIMUM CIRCUIT CURRENT MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-DC CONVERTER(IF INSTALLED) VDC ADC ADC 480 30 15 2606 S PACIFIC AVE, SANTA ANA, CA 92704. SYSTEM UTILIZES MICRO-INVERTERS LOCATED UNDER SOLAR MODULE POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN WARNING: ! (N) AC DISCONNECT (EXTERIOR) (N) MAIN SERVICE PANEL (EXTERIOR) PHOTOVOLTAIC ARRAY OF THE ROOF (N) PV INVERTER (EXTERIOR) 2606 S. Pacific Ave.01/09/23