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Home My WebLink About2301 W Huckleberry Rd - PlanDigitally sealed by RJM on Date: Job #: 11/21/22 11/21/22 22-17351 Mobile: (909) 566-0066 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Ta Residence 231 Huckleberry Rd Santa Ana, CA 92706 Designed in Accordance with CBC 2019, ASCE 7-16 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave Jurupa Valley, CA 92509 Email: SE@mcpe.group 11/21/2022 10:10 AM 1 of 7 ©McPherson Engineering 2301 W Huckleberry Rd12/15/22 McPherson Engineering By: L.Z. Date: 11/21/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 11/21/2022 10:10 AM 2 of 7 ©McPherson Engineering 2301 W Huckleberry Rd12/15/22 McPherson Engineering By: L.Z. Date: 11/21/22 Location: 231 Huckleberry Rd Santa Ana, CA 92706 Existing Structure Info: Number of Stories = 1 Aroof = 2700 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 = 1.328 S1 = 0.472 Exposure Category = C Ult. Wind Speed = 130 m.p.h. P.V. Array Info: Model = SPR-M425-H-AC Height of Panel = 73.70 in. Width of Panel = 40.60 in. Area of Panel = 20.8 ft.2 Number of New Panels = 22 Number of Exis. Panels = 0 Total Area of Array = 457.1 ft.2 Spacing of Anchors = 6.0 ft. max. on center rows of racks per panel = 2 Panel Tilt = 27-45 deg Project Info 33.763484 -117.900573 11/21/2022 10:10 AM 3 of 7 ©McPherson Engineering 2301 W Huckleberry Rd12/15/22 McPherson Engineering By: L.Z. Date: 11/21/22 Existing Loads: Roof Design Loads: Roofing = 10.0 p.s.f.Concrete Tile 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 = 14.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f. Drywall and 2x framing DLr2 = 16.0 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 = 0.0 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 = 16.8 p.s.f. Proposed Roof Dead Load (applied to top only) DLr2_proposed = 18.8 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) = 91.8 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 83.9 kips Proposed Load Demand Roof Live Loads need not be applied to the area covered with by PV panel where the clear space between the panels and the roof sureface is 24in or less, 1607.13.5.1 item 1 Exception Gravity Loads Wprop - Wex = -8.56% Wex TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! 11/21/2022 10:10 AM 4 of 7 ©McPherson Engineering 2301 W Huckleberry Rd12/15/22 McPherson Engineering By: L.Z. Date: 11/21/22 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 = 1.33 Short Period P.G.A. S1 = 0.47 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 = 1.59 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv = 0.80 1-Sec Period M.C.E. Per Eq. 11.4-2 SDS = 2/3 (SMS) = 1.06 Short Period Design Parameter Per Eq 11.4-3 SD1 = 2/3 (SM1) = 0.53 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 = 0.81 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 = 43.2 kips Weight of Existing Structure Wpanels = 1.3 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 7.1 kips Roof Level Shear of Existing Structure Vpanels = Cs Wpanels = 0.2 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting T = Ct (hn) x = 2.97% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! Lateral Loads 11/21/2022 10:10 AM 5 of 7 ©McPherson Engineering 2301 W Huckleberry Rd12/15/22 McPherson Engineering By: L.Z. Date: 11/21/22 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) Roof θ = 27-45 deg Ke = 1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V 2 qh = 31.26 (eq. 26.10-1) GPp = -2 uplift γE = 1.5 (sec 29.4.4) γa = 0.69 (fig 29.4-8) γE = 1.5 FIG 29.4-7)γc = 0.97 (fig 29.4-7) hpt = 0 γa = 0.69 (fig 29.4-8)γ p = 0.9 (fig 29.4-7)ω = 0.00 deg (panel tilt) GPp = -2 uplift GCrm = 1.4 uplift p = qh (GPp) γ E γa (eq 29.4-7) p = qh (GCrn) γ E γC γp (eq 29.4-6) p = -65.1 p.s.f.p = 57.2 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 = 65.1 p.s.f.wind load normal to face of panel Arealag = 18.4 sq. ft.area tributary to each anchor SPanc = 6.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 688.2 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 = 2 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews = 1702.4 lbs total allowable withrawal on anchor Puplift Pallow Anchorage = USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION 0.40 < 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) 11/21/2022 10:10 AM 6 of 7 ©McPherson Engineering 2301 W Huckleberry Rd12/15/22 McPherson Engineering By: L.Z. Date: 11/21/22 Gravity Loads: DEMAND DECREASED BY 8.56% = OK! Lateral Loads: DEMAND INCREASED BY 2.97% < 10% = OK! Anchorage: DEMAND OF 688.2LB. < CAPACITY OF 1702.4LB. = OK! USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 11/21/2022 10:10 AM 7 of 7 ©McPherson Engineering 2301 W Huckleberry Rd12/15/22 Expedited Permit Process for PV Systems - Micro-Inverter1 Expedited Permit Process for PV Systems Micro-Inverter 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 Micro-Inverter to use with the Expedited Per- mit Process. The Standard String, 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. 2301 W Huckleberry Rd12/15/22 Expedited Permit Process for PV Systems — Micro-Inverter2 Expedited Permit Process for Small-Scale PV Systems Micro-Inverter 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. 2301 W Huckleberry Rd12/15/22 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 Micro-Inverter Site Plan                                                         JESSE TA 230 HUCKLEBERRY ROAD, SANTA ANA, CA 92706 8.45kW 2301 W Huckleberry Rd12/15/22 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 Micro-Inverter Electrical Diagram Contractor Name, Address and Phone: One-Line Standard Electrical Diagram for Micro-Inverter PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.1a SCALE NTS Date: SHEET Drawn By: Checked By: DESCRIPTION OR CONDUCTOR TYPE USE-2 or PV WIRE GEC EGC X ALL THAT APPLY EXTERIOR CABLE LISTED W/ INV. THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY NO DC GEC IF 690.35 SYSTEM THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY TAG 1 2 3 4 5 CONDUIT AND CONDUCTOR SCHEDULE COND. GAUGE MFG MFG NUMBER OF CONDUCTORS MFG Cable MFG Cable CONDUIT TYPE N/A N/A N/A SAME SAME CONDUIT SIZE N/A N/A N/A SAME SAME DESCRIPTION PV DC or AC MODULE DC/AC INVERTER (MICRO) J-BOX (IF USED) PV ARRAY AC COMB. PANEL (IF USED) GEN METER (IF USED) AC DISCONNECT (IF USED) SERVICE PANEL TAG 1 2 3 4 5 6 7 8 PART NUMBER NOTES FOR UNUSED MODULES PUT "N/A in BLANK ABOVE 1 1 3 2 3 EQUIPMENT SCHEDULE 2 _____ MICRO-INVERTERS IN BRANCH- CIRCUIT MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC J-BOX 4 AC DISCO M BUILDING GROUNDING ELECTRODE G M UTILITY SERVICE MAIN SERVICE PANEL MAIN OCPD INVERTER OCPD 6 7 8 5 4 5 G SEE GUIDE APPENDIX D FOR INFORMATION ON MODULE AND ARRAY GROUNDING AC COMBINER PANEL G ____ MICRO-INVERTERS IN BRANCH- CIRCUIT JESSE TA 8.45kW 230 HUCKLEBERRY ROAD, SANTA ANA, CA 92706 2301 W Huckleberry Rd12/15/22 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 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 E1.2a 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 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 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 OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO- INVERTER CIRCUIT. 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.) 2009 ASHRAE FUNDAMENTALS 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, 90 oC 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 E): 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) No sign necessary since 690.51 marking on PV module covers needed information AC OUTPUT CURRENT NOMINAL AC VOLTAGE SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Notes for Micro-Inverter Electrical Diagram JESSE TA 230 HUCKLEBERRY ROAD, SANTA ANA, CA 92706 8.45kW 2301 W Huckleberry Rd12/15/22 GENERAL NOTES: ϭ͘ THIS SYSTEM COMPLIES WITH THE Ϯ0ϭ ϵ CRC͕ Ϯ0ϭ ϵ CC͕ Ϯ0ϭϵ CFC͕ AND THE Ϯ0ϭϵ CEC͘ Ϯ͘ THE SYSTEM WILL NOT E TURNEDͲON UNTIL THE SERVING UTILITY COMPANY HAS EEN NOTIFIED͘ ϯ͘ THE INSTALLED SOLAR SYSTEM HAS A DISTRIUTED WEIGHT LESS THAN ϰ PSF͘ ϰ͘ THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN ϰ0 LS͘ ϱ͘ ALL PV EYUIPMENT IS LISTED Y A RECOGNIED TESTING LA͘ INVERTERS ARE UL ϭϳϰϭ COMPLIANT͘ ϲ͘ THE ACKFED REAKER WILL E LOCATED AT THE OPPOSITE END OF THE US FROM THE MAIN REAKER͘ ϳ͘ CONDUCTORS ARE ϵ0Σ C RATED COPPER WIRE͘ ϴ͘ ANY CONDUCTORS EXPOSED TO SUNLIGHT ARE LISTED AS SUNLIGHT RESISTANT͘ ϵ͘IF DC CONDUCTORS ARE RUN INSIDE THE UILDING͕ THEY WILL E CONTAINED IN A METAL RACEWAY͘ ϭ0͘ ANY CONDUCTORS ETWEEN SEPARATE ARRAYS ON THE ROOF WILL E PROTECTED IN CONDUIT͘ ϭϭ͘ THE EYUIPMENT GROUNDING CONDUCTOR ON THE ROOF WILL E PROTECTED FROM PHYSICAL DAMAGE͘ IT WILL E TUCKED NEATLY UNDER THE MODULES AND RAILS AND SECURED IN PLACE͘ ϭϮ͘ THE MODULES WILL E ATTACHED TO THE EYUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE WITH THE MANUFACTURERΖS INSTRUCTIONS͘ ϭϯ͘ ALL EXTERIOR CONDUIT͕ FITTINGS AND OXES ARE RAINͲTIGHT AND APPROVED FOR USE IN WET LOCATIONS͘ ϭϰ͘ CLEARANCES AROUND ALL ELECTRICAL EYUIPMENT WILL E MAINTAINED IN ACCORDANCE WITH CEC ϭϭ0͘Ϯϲ͘ ϭϱ͘ SOLAR MODULES WILL NOT OSTRUCT ANY PLUMING͕ MECHANICAL OR UILDING ROOF VENTS͘ ϭϲ͘ IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A VERIFIALE GROUNDING ELECTRODE SYSTEM͕ A GROUNDING ELECTRODE SYSTEM WILL E INSTALLED PER CEC Ϯϱ0͘ϱ0͘ THE ELECTRICAL SERVICE WILL E ONDED TO THE WATER AND GAS PIPING PER SECTION Ϯϱ0͘ϭ0ϰ OF THE CEC͘ ϭϳ͘ A LADDER WILL E IN PLACE FOR INSPECTION IN COMPLIANCE WITH CALͲOSHA REGULATIONS͘ PHOTOVOLTAIC SOLAR PROJECT INFORMATION: SYSTEM SIE: ϵ͘0Ϯ ŬW ;DCͿ͕ ϴ͘ϰϱ ŬW ;ACͿ MODULES:;ϮϮͿ SUNPOWER SPRͲMϰϭ0ͲLKͲHͲAC AC MODULES PEAK POWER с ϰϭ0 W MAX CONT͘ OUTPUT POWER с ϯϴϰ W MAX OUTPUT CURRENT с ϭ͘ϲ0 A MAX OCPD с Ϯ0A MAX NUMER IN SERIES с ϭ0 TEMP͘ COEFF͘ OF POWER с Ͳ0͘ϮϵйͬΣC DIMENSIONS с ϳϯ͘ϳΗ ǆ ϰ0͘ϲΗ ǆ ϭ͘ϯΗ WEIGHT с ϰϴ LS ARRAY:INSTALLED WEIGHT с Ϯ͘ϯϭ PSF ROOF COVERAGE с ϰϱϳ͘ϭϲ SY͘ FT͘ ARRAYS COVER ϭϲ͘ϵϭй OF TOTAL ROOF AREA MOUNTING HARDWARE:SUNPOWER INVISIMOUNT RAIL UNIRAC ADJUSTALE TILE HOOK ATTACHMENTS ϱ ϭϲΗ STAINLESS STEEL LAG OLTS Λ ϳϮΗ OC OR LESS WITH A MINIMUM OF Ϯ ϭ ϮΗ PENETRATION INTO ROOF RAFTERS EXISTING ROOF INFO: ϭ STORY͕ WͲTILE Ϯ ǆ ϰ RAFTERS Λ ϮϰΗ OC VICINITY MAP NTS SHEET INDEX: PV0 PVϭ PVϮ PVϯ PVϰ ATTACHED PROJECT INFO͕ VICINITY MAP͕ NOTES͕ SCOPE OF WORK SITEͬROOF PLAN͕ ELEVATION DETAIL ELECTRIC LINE DIAGRAM͕ GROUNDING DETAIL, BOM CALCULATIONS͕ SIGN MICROINVERTER MAP MODULE͕ INVERTER͕ MOUNTING HARDWARE SPEC SHEETS PV0 ECOSOLAR USA ELECTRICAL LLC ϭϯϵϲ Ϯ SEAOARD CIRCLE GARDEN GROVE͕ CA ϵϮϴϰ0 PH: ϳϭϰ͘Ϯϲϱ͘ϵ0ϳϳ SCOPE OF WORK: INSTALL ;ϮϮͿ SUNPOWER SPRͲMϰϭ0ͲLKͲHͲAC SOLAR ELECTRIC MODULES ON THE EXISTING ϭST STORY WͲTILE ROOF͘ INSTALL ASSOCIATED MOUNTING HARDWARE͕ JUNCTION OXES͕ CONDUIT͕ CONDUCTORS AND GROUNDING͘ INSTALL ;ϭͿ FUSED AC DISCONNECT͕ ;ϭͿ LOAD CENTER͕ AND CONNECT TO SCE INSTALLED GMA͘ DAVID Y HOANG Cϭ0 Ͳ ϭ0ϰϱϯ00 DATE: ϭϭͬϭϳͬϮϮ PLANS PREPARED Y: R͘ AANTO JR͘ HOMEOWNER: JESSE TA PH: ;ϳϭϰͿ ϯϵϭͲϭϭϴ0 ADDRESS: Ϯϯ0ϭ HUCKLEERRY ROAD SANTA ANA͕ CA͕ ϵϮϳ0ϲ REV DESCRIPTION AHJ REDLINEA DATE ϭϭ͘ϭϳ͘ϮϮ A A This item has been digitally signed and sealed on Nov 21, 2022 BLDG # 101113130 ISS 12/13/22 ELEC # 20178213 ISS 12/13/22 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. 2301 W Huckleberry Rd12/15/22 DRIVEWAY ECOSOLAR USA ELECTRICAL LLC 1ϯϵϲ Ϯ SEABOARD CIRCLE 'ARDEN 'ROVE͕ CA ϵϮϴϰϬ PH: ϳ1ϰ͘Ϯϲϱ͘ϵϬϳϳ SCOPE OF WORK: INSTALL ;ϮϮͿ SUNPOWER SPRͲDϰ1ϬͲBLKͲHͲAC SOLAR ELECTRIC DODULES ON THE EyISTIN ' 1ST STORY WͲTILE ROOF͘ INSTALL ASSOCIATED DOUNTIN ' HARDWARE͕ :UNCTION BOyES͕ CONDUIT͕ CONDUCTORS AND 'ROUNDIN'͘ INSTALL ;1Ϳ FUSED AC DISCONNECT͕ ;1Ϳ LOAD CENTER͕ AND CONNECT TO SCE INSTALLED 'DA͘ DAVID Y HOAN' C1Ϭ Ͳ 1ϬϰϱϯϬϬ DATE: 11/1ϳ/ϮϮ PLANS PREPARED BY: R͘ ABANTO :R͘ HODEOWNER: :ESSE TA PH: ;ϳ1ϰͿ ϯϵ1Ͳ11ϴϬ ADDRESS: ϮϯϬ1 HUCKLEBERRY ROAD SANTA ANA͕ CA͕ ϵϮϳϬϲ REV DESCRIPTION AH: REDLINEA DATE 11͘1ϳ͘ϮϮ PROPERTY LINE HUCKLEBERRY RD (N) 60A FUSED AC DISCONNECT (N) LOAD CENTER 3' ARRAY #1: (9) MODULES TILT = 35°, AZ = 269° ϴ 1ϲ ϯϮ ϰϴ N SCALE: 1/1ϲΗ с 1Ζ SITE/ROOF PLAN NOTE: DIDENSIONS AND FEATURES SHOWN ARE CLOSE TO SCALE BUT WERE TAKEN FRO D A FIELD SURVEY AND APPROyIDATIONS DADE USIN' 'OO'LE EARTH͘ ELEVATION DETAIL NTS EXISTING 2 x 4 RAFTERS @ 24" OC SUNPOWER INVISIMOUNT RAIL MOUNTING SYSTEM WITH UNIRAC ADJUSTABLE TILE HOOKS ATTACHMENTS (5 16" STAINLESS STEEL LAG BOLTS @72" OC OR LESS WITH A MINIMUM EMBEDMENT OF 2 1 2" INTO ROOF RAFTERS), WATERPROOF ALL CONNECTION LOCATIONS PER MANUFACTURER'S INSTRUCTIONS MODULES: 73.7" x 40.6" 48 LBS EACH 3" MIN. 8" MAX. EXISTING 1-STORY ROOF: W-TILE, FELT & 1 2" SHEATING OVER RAFTERS Ύ Ύ ROOF ACCESS POINTS ARE AT THE STRUCTURALLY STRON ' PART OF THE BUILDIN ' AND DO NOT REYUIRE LADDERIN ' OVER OPENIN'S͘ 1 ARRAY #2: (13) MODULES TILT = 35°, AZ = 179° 1.5' FIRE CLEARANCE 1 1 1 1 1 11 1 Ϯ Ϯ Ϯ Ϯ Ϯ Ϯ Ϯϯ ϯ ϯ ϯ ϯ ϯ (E) 125A MAIN SERVICE PANEL W/ SCE INSTALLED GMA 10'-11" 24 ' - 3 " 3'-8" 16 ' - 3 " (E) FENCE/GATE PV1 A This item has been digitally signed and sealed on 11/17/2022 2301 W Huckleberry Rd12/15/22 SOURCE CIRCUIT #1: 9 MODULES, 240 VAC SUNPOWER SPR-M410-BLK-H-AC NEMA-3R, 240 VAC JUNCTION BOX L1 L2 SOURCE CIRCUIT #2: 7 MODULES, 240 VAC L1 L2 NOTE: PHOTOVOLTAIC MODULE HAS AN INTEGRATED MICROINVERTER 12 AWG PV IN AIR (TYP) LOAD CENTER 125A BUS RATED 240 VAC, 1Ø 15A 20A 20A TO M O N I T O R I N G (6) 10 AWG THWN-2 & (1) 10 AWG GROUND IN 3 4" EMT CONDUIT 60A, 240VAC, 1Ø FUSED AC DISCONNECT LOCKABLE, VISIBLE KNIFE-BLADE TYPE L1 L2 (3) 8 AWG THWN-2 & (1) 10 AWG GROUND IN 3 4" EMT CONDUIT EXISTING MAIN SERVICE PANEL W/ SCE INSTALLED GMA: 125A BUS RATED 240 VAC, 1Ø M 100A (3) 6 AWG THWN-2 & IN 3 4" LNFC EXISTING BUILDING GROUNDING ELECTRODE SYSTEM MAIN SERVICE INFO: 125A, 120/240 VAC, 1Ø, 3-WIRE METER# 222013-524452 USE SUNPOWER INTEGRATED GROUNDING TO GROUND ALL MODULES, JUNCTION BOXES AND ANY OTHER METAL PARTS AND GROUND LUGS WITH #6 AWG SOLID COPPER WHERE NEEDED NOTE: THE INVISIMOUNT SYSTEM IS LISTED TO UL 2703 FOR INTEGRATED GROUNDING; SUNPOWER AC MODULES ARE A BONDING COMPONENT AND ARE LISTED TO UL 1741. INSTALLING A SUNPOWER AC MODULES ON THE INVISIMOUNT SYSTEM (OR ANY MOUNTING SYSTEM THAT IS LISTED TO UL 2703 FOR BONDING-NOT JUST FOR FIRE CLASSIFICATION), NO ADDITIONAL GROUNDING HARDWARE, LUGS, OR COPPER WIRE ARE REQUIRED ON THE ROOF. SEE INVISIMOUNT SPEC SHEET PAGES WITHIN THIS PLAN SET. SUNPOWER SPR-M410-BLK-H-AC SOURCE CIRCUIT #3: 6 MODULES, 240 VAC L1 L2 SUNPOWER SPR-M410-BLK-H-AC 20A G 50A ECOSOLAR USA ELECTRICAL LLC 13962 SEABOARD CIRCLE GARDEN GROVE, CA 92840 PH: 714.265.9077 SCOPE OF WORK: INSTALL (22) SUNPOWER SPR-M410-BLK-H-AC SOLAR ELECTRIC MODULES ON THE EXISTING 1ST STORY W-TILE ROOF. INSTALL ASSOCIATED MOUNTING HARDWARE, JUNCTION BOXES, CONDUIT, CONDUCTORS AND GROUNDING. INSTALL (1) FUSED AC DISCONNECT, (1) LOAD CENTER, AND CONNECT TO SCE INSTALLED GMA. DAVID Q HOANG C10 - 1045300 DATE: 11/17/22 PLANS PREPARED BY: R. ABANTO JR. HOMEOWNER: JESSE TA PH: (714) 391-1180 ADDRESS: 2301 HUCKLEBERRY ROAD SANTA ANA, CA, 92706 REV DESCRIPTION AHJ REDLINEA DATE 11.17.22 ELECTRICAL LINE DIAGRAM BILL OF MATERIALS ITEM 1 PV MODULES 2 TRUNK CABLE 3 ROOF ATTACHMENTS 4 RAILING 5 GROUNDING ROW 6 GROUND LUG WITH DISC 7 MID CLAMPS 8 END CLAMPS 9 RAIL SPLICE 10 ROW SPACERS 11 PV MONITORING 12 CON CT/PRO CT 13 TERMINATOR CAPS 14 15 DISCONNECT 16 FUSES 17 LOAD CENTER 18 BREAKERS 19 BATTERY PACKAGE ITEM DESCRIPTION SUNPOWER SPR-M410-BLK-H-AC SUNPOWER TRUNK CABLE (LANDSCAPE TYPE) UNIRAC ADJUSTABLE TILE HOOK SUNPOWER INVISIMOUNT RAIL SUNPOWER GROUNDING ROW SUNPOWER GROUNDING LUGS SUNPOWER MID CLAMP SUNPOWER END CLAMP SUNPOWER RAIL SPLICE SUNPOWER ROW SPACER PVS6 CON CT/PRO CT ENPHASE TERMINATOR CAPS FUSED AC DISCONNECT (GMA) 50A SIEMENS 125A LOAD CENTER SIEMENS 1-2/15, 3-2/20 N/A QUANTITY 22 21 38 15 3 2 34 20 8 21 1 1 3 1 2 1 4 N/A UNIT PCS PCS PCS LENGHT PCS PCS PCS PCS PCS PCS PCS KIT PCS PCS PCS PCS PCS PCS PV2 A This item has been digitally signed and sealed on Nov 21, 2022 2301 W Huckleberry Rd12/15/22 POWER TO THIS BUILDING ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN CAUTION SERVICE BY QUALIFIED PERSONNEL ONLY N TO BE INSTALLED ON THE OUTSIDE COVER OF THE MAIN SERVICE DISCONNECT: ALL SIGNAGE SHALL BE REFLECTIVE, UV RESISTANT PLASTIC, RED IN COLOR WITYH WHITE LETTERING, AND ATTACHED WITH WEATHERPROOF ADHESIVE OR OTHER APPROVED METHOD. ALL LETTERS SHALL BE A MINIMUM OF 3 8" HEIGHT AND ALL CAPITALIZED. SYSTEM SIGNAGE ALL CONDUIT, JUNCTION BOXES AND OTHER ENCLOSURES SHALL BE MARKED AT 10' MAX INTERVALS AND AT ALL BENDS, TERMINATIONS, SPLICES OR CONNECTIONS WITH "WARNING: PHOTOVOLTAIC POWER SOURCE'. TO BE INSTALLED AT ALL SERVICEABLE PANELS OR BOXES AND AT ALL DISCONNECTS: WARNING! ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION TO BE INSTALLED ON THE FRONT OF THE AC DISCONNECT: RAPID SHUTDOWN SWITCH FOR SOLAR SYSTEM RATED AC OUTPUT CURRENT = 35.2 A NOMINAL OPERATING AC VOLTAGE = 240 V TO BE INSTALLED AT THE BACKFEED BREAKER SERVING THE PV SOLAR SYSTEM: WARNING! POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS TO BE INSTALLED ON THE FRONT OF THE MAIN SERVICE DISCONNECT: "SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN" SHALL BE BLACK LETTERING ON YELLOW BACKGROUND. THE REMAINDER OF THE SIGN SHALL BE BLACK LETTERING ON THE WHITE BACKGROUND. SYSTEM CALCULATIONS: NUMBER OF MODULES IN CIRCUIT#1 = 9 MODULE MAX OUTPUT CURRENT = 1.6A (9)(1.6A)(1.25) = 18A[Ic], USE 20A BREAKER NUMBER OF MODULES IN CIRCUIT#2 = 7 (7)(1.6A)(1.25) = 14A, USE 20A BREAKER NUMBER OF MODULES IN CIRCUIT#3 = 6 (6)(1.6A)(1.25) = 12A, USE 20A BREAKER TOTAL NUMBER OF MODULES = 22 (22)(1.6A)(1.25) = 44A[I], USE 50A FUSE WIRE CALCULATIONS: NOTE: DISTANCE ABOVE ROOF TO BOTTOM OF CONDUIT: >23mm (7 8") FROM THE MODULES TO THE LOAD CENTER: AMBIENT TEMPERATURE = 34°C ADJUSTMENT FACTOR PER TABLE 310.15(B)(2)(b) FOR 90°C INSULATED CONDUCTOR AT 34°C = 1.05 Ic = 18A 18A/1.05 = 17.14A NUMBER OF CURRENT CARRYING CONDUCTORS IN CONDUIT = 6 ADJUSTMENT FACTOR PER TABLE 310.15(B)(3)(a) FOR CONDUIT FILL (4-6 CONDUCTORS IN CONDUIT)=0.80 17.14A/0.80 = 21.425A SELECT WIRE SIZE WITH AMPACITY GREATER THAN 21.425A, USE 10 AWG THWN-2 COPPER WIRE WITH AN AMPACITY OF 40A. SELECT CONDUIT FOR (6)10 AWG THWN-2 & (1)10 AWG GROUND = 3 4" EMT CONDUIT. FROM THE LOAD CENTER TO THE FUSED AC DISCONNECT: ADJUSTMENT FACTOR PER TABLE 310.15(B)(2)(a) FOR 90°C INSULATED CONDUCTOR AT 34°C = 0.96 I = 44A 44A/0.96 = 45.83A SELECT WIRE SIZE WITH AMPACITY GREATER THAN 45.83A, USE 8 AWG THWN-2 COPPER WIRE WITH AN AMPACITY OF 55A. SELECT CONDUIT FOR (3)8 AWG THWN-2 & (1)10 AWG GROUND = 3 4" EMT CONDUIT. ECOSOLAR USA ELECTRICAL LLC 13962 SEABOARD CIRCLE GARDEN GROVE, CA 92840 PH: 714.265.9077 SCOPE OF WORK: INSTALL (22) SUNPOWER SPR-M410-BLK-H-AC SOLAR ELECTRIC MODULES ON THE EXISTING 1ST STORY W-TILE ROOF. INSTALL ASSOCIATED MOUNTING HARDWARE, JUNCTION BOXES, CONDUIT, CONDUCTORS AND GROUNDING. INSTALL (1) FUSED AC DISCONNECT, (1) LOAD CENTER, AND CONNECT TO SCE INSTALLED GMA. DAVID Q HOANG C10 - 1045300 DATE: 11/17/22 PLANS PREPARED BY: R. ABANTO JR. HOMEOWNER: JESSE TA PH: (714) 391-1180 ADDRESS: 2301 HUCKLEBERRY ROAD SANTA ANA, CA, 92706 REV DESCRIPTION AHJ REDLINEA DATE 11.17.22 SOLAR ARRAY (ON ROOF) AC LOAD CENTER AC DISCONNECT SERVICE POINT & UTILITY METERING PV3 A This item has been digitally signed and sealed on Nov 21, 2022 2301 W Huckleberry Rd12/15/22 EVIDENCE SYSTEM OPERATING TO EXPECTATIONS TIME O& T,E DAY͗ ͺͺͺͺͺͺͺͺͺͺͺͺͺ VO>TAGE͗ AMPͬChRRENT TEMPERAThRE͗ ͺͺͺͺͺͺͺͺͺͺͺͺͺ S<Y CONDITIONS͗ TA RESIDENCE ϮϯϬϭ ,ƵĐŬůĞďĞƌƌ Ǉ RĚ͘ SĂŶƚĂ AŶĂ ͕ CA͕ ϵϮϳϬϲ Ϯ Ϯ ShNPOtER SPRͲM4ϭϬͲ><Ͳ,ͲAC Ͳ 4ϭϬ tATTS N ϭ Ϯ ϯ 4 ϱ ϲ ϳ ϴ ϵ ϭϬ ϭϭ ϭϮ >ϭͲN ͺͺͺͺͺͺ >ϮͲN ͺͺͺͺͺͺ >ϯͲN ͺͺͺͺͺͺ PVͲ>ϭ ͺͺͺͺͺͺ PVͲ>Ϯ ͺͺͺͺͺͺt,ITE C>OhDSͬNO RAIN NO C>OhDSͬShNNY DAR < C>OhDSͬRAIN ͺ ͺ IN ,OhSE ͺ ͺ Sh CONTRACTOR ͺͺͺͺͺͺͺͺͺͺ >OCATED ON T,E &RONT O& EAC, MODh>E AND NhMER PANE>S IN DRAtING &O>>OtING T,E SERIA> NhMERS IN ORDER͕ AND REThRN͘ T,AN<S͘ PV4 A MICROINVERTER MAP 2301 W Huckleberry Rd12/15/22 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 2301 Huckleberry Rd Santa Ana, CA 92706 ECOSOLAR USA ELECTRIC LLC 1045300 Hazzle Dagami (714) 265-9077 11/07/2022 hazzle@ecosolarusa.com 2301 W Huckleberry Rd12/15/22 October 31, 2022 Hi Building Department, I authorize ECOSOLAR USA ELECTRIC LLC with License # 1045300 to pull the permit on my behalf and Install PV solar on my address at 2301 Huckleberry Rd Santa Ana, CA 92706 . Best regards, _______________ Jesse Ta Home Owner DocuSign Envelope ID: 18F726D4-0CD6-4764-B7D3-785E209AAB0E 2301 W Huckleberry Rd12/15/22 2301 W Huckleberry Rd12/15/22 SunPower ® InvisiMount™ | Residential Mounting System Simple and Fast Installation • Integrated module-to-rail grounding • Pre-assembled mid and end clamps • Levitating mid clamp for easy placement • Mid clamp width facilitates even module spacing • Simple, pre-drilled rail splice • UL 2703 Listed integrated grounding Flexible Design • Addresses nearly all sloped residential roofs • Design in landscape and portrait • Rails enable easy obstacle management Customer-Preferred Aesthetics • #1 module and #1 mounting aesthetics • Best-in-class system aesthetics ȏ Premium,low-proȴ ledesign • Black anodized components • Hidden mid clamps and end clamps hardware,andcapped,ȵushrails Part of Superior System • Built for use with SunPower DC and AC modules • Best-in-class system reliability and aesthetics • Combine with SunPower modules and monitoring app sunpower.com Elegant Simplicity SunPower ® InvisiMount™ is a SunPower-designed rail-based mounting system. The InvisiMount system addresses residential sloped roofs and combines faster installationtime,designȵexibility,and superioraesthetics. TheΖnvisiMountproductwasspeciȴcallyenvisionedand engineered to pair with SunPower modules. The resulting system-level approach will amplify the aesthetic and installationbeneȴtsforbothhomeownersand installers. SunPower ® InvisiMount™ | Residential Mounting System InvisiMount Component Details Component Material Weight Mid Clamp Black oxide stainless steel AISI 304 63 g (2.2 oz) End Clamp Black anodized aluminum alloy 6063-T6 110 g (3.88 oz) Rail Black anodized aluminum alloy 6005-T6 830 g/m (9 oz/ft) Rail Splice Aluminum alloy 6005-T5 830 g/m (9 oz/ft) Ground Lug Assembly 304 stainless (A2-70 bolt; tin-plated copper lug)106.5 g/m (3.75 oz) End Cap Black acetal (POM) copolymer 10.4 g (0.37 oz) Roof Attachment Hardware Supported by InvisiMount System Design Tool Application • Composition Shingle Rafter Attachment • Composition Shingle Roof Decking Attachment • Curved and Flat Tile Roof Attachment • Universal Interface for Other Roof Attachments InvisiMount Operating Conditions Temperature ȫ40°Cto90°C(ȫ40°Fto194°F) Max. Load 2400 Pa uplift 5400 Pa downforce Roof Attachment Hardware Warranties Refer to roof attachment hardware manufacturer’s documentation ΖnvisiMountWarrantiesAndCertiȴcations Warranties 25-year product warranty 5-yearȴnishwarranty Certiȴcations UL 2703 Listed ClassAȴreratingwhendistancebetween roof surface and bottom of SunPower moduleframeisȱ3.5ȋ *Module frame that is compatible with the InvisiMount system required for hardware interoperability. © 2015 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo, and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. All other trademarks are the property of their respective owners. Speciȴcationsincludedinthisdatasheetaresubjecttochangewithoutnotice. 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Compact footprint for improved aesthetics Robust cloud connectivity and comprehensive local connectivity Flexible configuration of devices during installation Consumption metering Revenue-grade production metering (pending) Web-based commissioning Remote diagnostics of PVS6 and inverters Durable UL Type 3R enclosure reduces maintenance costs Easy integration with SunPower eBOS Robust Cloud Connectivity Multiple options to maintain optimal connectivity: Hardwired Ethernet Wi-Fi Cellular backup SunPower Monitoring Websites PVS6 SunPower AC Modules Multiple communication options include Ethernet, Wi-Fi, and cellular. 530536 RevC 2301 W Huckleberry Rd12/15/22 THE COMPLETE TILE ROOF SOLUTION UNIRAC Pro Series SOLARHOOKS is a complete line of attachment solutions for tile roofs. Featuring UNIRAC’s exclusive POWERARCH technology which increases strength by up 60% more than traditional tile hooks, SOLARHOOKS are simple to install and designed for maximum convenience. Available in universal designs and in speciﬁc shapes for ﬂat, S and W tiles, SOLARHOOKS are kitted with stainless lag bolts and have a bead blasted stainless steel ﬁnish. With SOLARHOOKS, you have everything you need for a quick, professional installation. SIMPLE AND VERSATILE Multiple hole patterns and slotted connections provide adjustability. Stainless steel lag bolts bring long term peace of mind. EXTENSIVE ASSORTMENT Available in a variety of universal, ﬂat tile & Spanish tile designs to handle any challenge. FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM OR CALL (505) 248-2702 UP TO 60% STRONGER Exclusive POWERARCH technology ensures no array rattling or broken tiles during high winds. NEW & IMPROVED NEW & IMPROVED PRO SERIES SOLARHOOKS BETTER SOLAR START S HERE MO D E L SO L A R H O O K U N I V SI D E M T C T 5 SO L A R H O O K F L A T SI D E M T A T 1 SO L A R H O O K SP A N I S H SI D E M T C T 1 SO L A R H O O K F L A T SI D E M T S T 1 SO L A R H O O K F L A T AD J U S T A B L E S I D E M T S T 1 SO L A R H O O K SP A N I S H SI D E M T C T 2 PA R T N U M B E R 00 4 C T 5 H 00 4 A T 1 H 00 4 C T 1 H 00 4 S T 1 S 00 4 C T 4 S 00 4 C T 2 H MA T E R I A L Be a d B l a s t e d 3 0 4 St a i n l e s s S t e e l Be a d B l a s t e d 3 0 4 St a i n l e s s S t e e l Be a d B l a s t e d 3 0 4 St a i n l e s s S t e e l Be a d B l a s t e d 3 0 4 St a i n l e s s S t e e l Be a d B l a s t e d 3 0 4 St a i n l e s s S t e e l Be a d B l a s t e d 3 0 4 St a i n l e s s S t e e l AP P L I C A T I O N Be s t i n l o w – m e d w i n d / sn o w r e g i o n s Be s t i n l o w – m e d w i n d / sn o w r e g i o n s Be s t i n l o w – m e d w i n d / sn o w r e g i o n s Be s t i n l o w – m e d w i n d / sn o w r e g i o n s Be s t i n l o w – m e d w i n d / sn o w r e g i o n s Be s t i n l o w – m e d w i n d / sn o w r e g i o n s US E S E X I S T I N G T I L E S Ye s Ye s Ye s Ye s Ye s Ye s RA I L O R R A I L - L E S S Ra i l Ra i l Ra i l Ra i l Ra i l Ra i l DI R E C T M O U N T , NO L - F O O T R E Q U I R E D D D D D D D AD J U S T A B L E D FL A T T I L E D D D D S T I L E D D D W T I L E D D UN I V E R S A L T I L E D SI M P L E I N S T A L L A T I O N D D D D D D NO T I L E M O D . R E Q U I R E D D D D D D D WA R R A N T Y 25 - Y e a r 25 - Y e a r 25 - Y e a r 25 - Y e a r 25 - Y e a r 25 - Y e a r TH E C O M P L E T E T I L E R O O F S O L U T I O N F O R Q U E S T I O N S O R C U S T O M E R S E R V I C E V I S I T U N I R A C . C O M O R C A L L ( 5 0 5 ) 2 4 8 - 2 7 0 2 AP P L I C A T I O N G U I D E PR O S E R I E S SO L A R HO O K S BE T T E R SO LA R STA R T S H E R E 2301 W Huckleberry Rd12/15/22 Certificate Of Completion Envelope Id: 18F726D40CD64764B7D3785E209AAB0E Status: Completed Subject: Complete with DocuSign: Santa Ana - HO Authorization Letter (1).pdf Source Envelope: Document Pages: 1 Signatures: 1 Envelope Originator: Certificate Pages: 4 Initials: 0 Linh Luong AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) 13962 Seaboard Cir. nil Garden Grove, CA 92843 sales.support@ecosolarusa.com IP Address: 175.176.71.8 Record Tracking Status: Original 10/31/2022 4:12:19 PM Holder: Linh Luong sales.support@ecosolarusa.com Location: DocuSign Signer Events Signature Timestamp Jesse Ta dianavu6@gmail.com Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 173.205.180.105 Sent: 10/31/2022 4:15:53 PM Viewed: 10/31/2022 11:52:25 PM Signed: 10/31/2022 11:52:38 PM Electronic Record and Signature Disclosure: Accepted: 10/31/2022 11:52:25 PM ID: 0fa9442d-fb24-40f5-8e5f-2377c98c1b0c In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 10/31/2022 4:15:53 PM Certified Delivered Security Checked 10/31/2022 11:52:25 PM Signing Complete Security Checked 10/31/2022 11:52:38 PM Completed Security Checked 10/31/2022 11:52:38 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure 2301 W Huckleberry Rd12/15/22 ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, EcoSolar USA Electrical (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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