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1276 S Hickory St - Plan
INVAC MSP SITE PLAN-1 PV-1.0 MONICA FAJARDO - 5.850kW DC, 5.000kW AC, 5.464kW CEC AC SITE PLAN-1 PV-1.0 A SITE PLAN-1 SCALE: 1/8" = 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°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 3' FIRE SETBACK PHOTOVOLTAIC ARRAY ON THE ROOF 1'-6" FIRE SETBACK (N) AC DISCONNECT (EXTERIOR) (E) MAIN SERVICE PANEL (EXTERIOR) (N) PV INVERTER (EXTERIOR) CONDUIT RUN TOTAL AREA OF ROOF 2250.23 SQFT TOTAL ARRAY AREA 328.68 SQFT TOTAL AREA OF ROOF COVERED IN ARRAY 14.61% 16 ' 53'-8"1'- 6 " 3' INDEX INDEX NO.DESCRIPTION SITE PLAN-1&2 GENERAL NOTES MOUNTING DETAILS STRUCTURAL DETAILS SINGLE LINE DIAGRAM LOAD CALCULATION 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 E-1.1 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 Bldg permit #101113624 Elect permit #20178550 Issued on 2/1/22 ***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.*** 1276 S Hickory St 02/10/23 Digitally sealed by RJM on Date: Job #: Jurupa Valley, CA 92509 Email: SE@mcpe.group 11/11/22 11/11/22 22-18448 Mobile: (909) 566-0066 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Fajardo Residence 1276 S Hickory St Santa Ana, CA 92707 Designed in Accordance with CBC 2019, ASCE 7-16 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave 11/11/2022 3:25 PM 1 of 7 ©McPherson Engineering 1276 S Hickory St 02/10/23 McPherson Engineering By: T.B. Date: 11/11/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 11/11/2022 3:25 PM 2 of 7 ©McPherson Engineering 1276 S Hickory St 02/10/23 McPherson Engineering By: T.B. Date: 11/11/22 Location: 1276 S Hickory St Santa Ana, CA 92707 Existing Structure Info: Number of Stories = 1 Aroof = 2250 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 = 1.282 S1 = 0.458 Exposure Category = C Ult. Wind Speed = 130 m.p.h. P.V. Array Info: Model = CS3N-390MS Height of Panel = 76.40 in. Width of Panel = 41.30 in. Area of Panel = 21.9 ft.2 Number of New Panels = 15 Number of Exis. Panels = 0 Total Area of Array = 328.7 ft.2 Spacing of Anchors = 5.4 ft. max. on center rows of racks per panel = 2 Panel Tilt = 7-27 deg Project Info 33.730865 -117.860653 11/11/2022 3:25 PM 3 of 7 ©McPherson Engineering 1276 S Hickory St 02/10/23 McPherson Engineering By: T.B. Date: 11/11/22 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 = 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 = 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) = 63.0 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 57.3 kips Proposed Load Demand Wprop - Wex = -8.99% Wex TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! 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 11/11/2022 3:25 PM 4 of 7 ©McPherson Engineering 1276 S Hickory St 02/10/23 McPherson Engineering By: T.B. Date: 11/11/22 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 = 1.28 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 = 1.54 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv = 0.78 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 = 22.5 kips Weight of Existing Structure Wpanels = 0.9 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 3.6 kips Roof Level Shear of Existing Structure Vpanels = Cs Wpanels = 0.1 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn) x = 4.04% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 11/11/2022 3:25 PM 5 of 7 ©McPherson Engineering 1276 S Hickory St 02/10/23 McPherson Engineering By: T.B. Date: 11/11/22 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) Roof 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) GPp = -2 uplift γE = 1.5 (sec 29.4.4) γa = 0.71 (fig 29.4-8) γE = 1.5 FIG 29.4-7)γc = 0.98 (fig 29.4-7) hpt = 0 γa = 0.71 (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 = -66.2 p.s.f.p = 58.0 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 = 66.2 p.s.f.wind load normal to face of panel Arealag = 17.2 sq. ft.area tributary to each anchor SPanc = 5.4 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 654.2 lbs total uplift on anchor Material = DFL lumber anchor material Dialag = 1/3 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 5.4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION 0.77 < 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) 11/11/2022 3:25 PM 6 of 7 ©McPherson Engineering 1276 S Hickory St 02/10/23 McPherson Engineering By: T.B. Date: 11/11/22 Gravity Loads: DEMAND DECREASED BY 8.99% = OK! Lateral Loads: DEMAND INCREASED BY 4.04% < 10% = OK! Anchorage: DEMAND OF 654.2LB. < CAPACITY OF 851.2LB. = OK! USE (1) 5/16IN. DIA. LAG SCREW(S) AT 5.4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 11/11/2022 3:25 PM 7 of 7 ©McPherson Engineering 1276 S Hickory St 02/10/23 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. 1276 S Hickory St 02/10/23 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. 1276 S Hickory St 02/10/23 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 MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA CA 92707 5.000 KW AC 1276 S Hickory St 02/10/23 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 MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA CA 92707 5.000 KW AC 1276 S Hickory St 02/10/23 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: SIGNS–SEE 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 HAZARD–LINE 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) MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA CA 92707 5.000 KW AC 1276 S Hickory St 02/10/23 1276 S Hickory St 02/10/23 INVAC MSP SITE PLAN-2 PV-1.1 MONICA FAJARDO - 5.850kW DC, 5.000kW AC, 5.464kW CEC AC SITE PLAN-2 PV-1.1 A SITE PLAN-2 SCALE: 3/32" = 1'-0" CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 WAL K W A Y FENCE-2PROPERTY LINEDETACHED STRUCTURE (115 SQFT) DRIVE WAY 104' 59 ' - 9 " 104' FENCE-1 GATE-1 GATE-2 S H I C K O R Y S T GARAGE 52'-11" 41 ' - 8 " 23'-8" 5'-4" PHOTOVOLTAIC ARRAY ON THE ROOF SHED (175 SQFT) 1276 S Hickory St 02/10/23 GENERAL NOTES PV-2.0 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 GENERAL NOTES GENERAL NOTES 1. MODULES ARE LISTED UNDER UL 1703 AND CONFORM TO THE STANDARDS. 2. INVERTERS ARE LISTED UNDER UL 1741 AND CONFORM TO THE STANDARDS. 3. DRAWINGS ARE DIAGRAMMATIC, INDICATING GENERAL ARRANGEMENT OF THE PV SYSTEM AND THE ACTUAL SITE CONDITION MIGHT VARY. 4. WORKING CLEARANCES AROUND THE NEW PV ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH CEC CODE. 5. ALL GROUND WIRING CONNECTED TO THE MAIN SERVICE GROUNDING IN MAIN SERVICE PANEL/ SERVICE EQUIPMENT. 6. ALL CONDUCTORS SHALL BE 600V, 75°C STANDARD COPPER UNLESS OTHERWISE NOTED. 7. WHEN REQUIRED, A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 8. THE SYSTEM WILL NOT BE INTERCONNECTED BY THE CONTRACTOR UNTIL APPROVAL FROM THE LOCAL JURISDICTION AND/OR THE UTILITY. 9. ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREES, WIRES OR SIGNS. 10. PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING EQUIPMENT LOCATION: 11. ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY CEC CODE. 12. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY CEC CODE AND CEC TABLES. 13. JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES ACCORDING TO CEC CODE. 14. ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT. 15. ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL ACCORDING TO CEC APPLICABLE CODES. 16. ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR USAGE WHEN APPROPRIATE . STRUCTURAL NOTES: 17. RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TO CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED SPACE BETWEEN MODULES, AND RAILS MUST ALSO EXTEND A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAY/SUBARRAY, ACCORDING TO RAIL MANUFACTURER’S INSTRUCTIONS. 18. JUNCTION BOX WILL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED & SEALED PER LOCAL REQUIREMENTS. 19. ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND SEALED WITH APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED CONTRACTOR. 20. ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER. 21. WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE STAGGERED AMONGST THE ROOF FRAMING MEMBERS. WIRING & CONDUIT NOTES: 22. ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING. 23. CONDUCTORS SIZED ACCORDING TO CEC CODE. 24. DC WIRING LIMITED TO MODULE FOOTPRINT. MICRO INVERTER WIRING SYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY WITH SUITABLE WIRING CLIPS. 25. AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: PHASE A OR L1- BLACK PHASE B OR L2- RED, OR OTHER CONVENTION IF THREE PHASE PHASE C OR L3- BLUE, YELLOW, ORANGE**, OR OTHER CONVENTION NEUTRAL- WHITE OR GREY IN 4-WIRE DELTA CONNECTED SYSTEMS THE PHASE WITH HIGHER VOLTAGE TO BE MARKED ORANGE [CEC CODE]. INTERCONNECTION NOTES: 26. LOAD-SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH [CEC CODE] 27. THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS INPUT MAY NOT EXCEED 120% OF BUSBAR RATING [CEC CODE]. 28. WHEN SUM OF THE PV SOURCES EQUALS >100% OF BUSBAR RATING, PV DEDICATED BACKFED BREAKERS MUST BE LOCATED OPPOSITE END OF THE BUS FROM THE UTILITY SOURCE OCPD [CEC CODE]. 29. AT MULTIPLE PV OUTPUT COMBINER PANEL, TOTAL RATING OF ALL OVER CURRENT DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR. HOWEVER, THE COMBINED OVER CURRENT DEVICE MAY BE EXCLUDED ACCORDING TO CEC CODE. 30. FEEDER TAP INTER CONNECTION (LOAD SIDE) ACCORDING TO CEC CODE. 31. SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO CEC CODE WITH SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH CEC CODE. 32. BACK FEEDING BREAKER FOR UTILITY-INTERACTIVE INVERTER OUTPUT IS EXEMPT FROM ADDITIONAL FASTENING [CEC CODE]. GROUNDING NOTES: 33. GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, AND GROUNDING DEVISES EXPOSED TO THE ELEMENTS SHALL BE RATED FOR SUCH USE. 34. PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO CEC CODE AND MINIMUM CEC TABLE. 35. METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES CONSIDERED GROUNDED IN ACCORD. 36. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO CEC CODE AND MICRO INVERTER MANUFACTURER'S INSTRUCTIONS. 37. EACH MODULE WILL BE GROUNDED USING WEEB GROUNDING CLIPS AS SHOWN IN MANUFACTURER DOCUMENTATION AND APPROVED BY THE AHJ. IF WEEBS ARE NOT USED, MODULE GROUNDING LUGS MUST BE INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THE MANUFACTURERS' INSTALLATION REQUIREMENTS. 38. THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH THAT THE REMOVAL OF A MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE. 39. GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED GREEN OR MARKED GREEN IF #4 AWG OR LARGER [CEC CODE] 40. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH CEC CODE AND NEC CODE THROUGH . IF EXISTING SYSTEM IS INACCESSIBLE, OR INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING TO CEC CODE AND AHJ. 41. GROUND-FAULT DETECTION SHALL COMPLY WITH CEC CODE IN GENERAL AND CEC CODE SPECIFICALLY. 42. DISCONNECTION AND OVER-CURRENT PROTECTION NOTES. 43. DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE CONNECTED TO THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THE UPPER TERMINALS). 44. DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH 45. RAPID SHUTDOWN OF ENERGIZED CONDUCTORS BEYOND 10 FT OF PV ARRAY OR 5 FT INSIDE A BUILDING WITHIN 10 SECONDS. CONTROLLED CONDUCTORS ≤30V AND ≤240VA [CEC CODE]. LOCATION OF LABEL ACCORDING TO AHJ. 46. ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO CEC CODE. 47. MICRO INVERTER BRANCHES CONNECTED TO A SINGLE BREAKER OR GROUPED FUSES IN ACCORDANCE WITH CEC CODE. IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT PROTECTION ACCORDING TO CEC CODE AND UL1699B. 1276 S Hickory St 02/10/23 MOUNTING DETAILS S-1.0 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 PV-3.0 B MOUNTING DETAILS SCALE: 1/8" = 1'-0" UPLIFT CALCULATIONS UPLIFT 9860.4 LBS PULL OUT STRENGTH 14760 LBS POINT LOADING 31 LBS MODULES DATA CANADIAN SOLAR CS3N-390MS MODULE DIMS 76.4"x41.3"x1.38" LAG SCREWS 5/16"x3":2.5"MIN EMBEDMENT AERIAL VIEW SITE INFORMATION SR.NO AZIMUTH PITCH NO. OF MODULES ARRAY AREA (SQ. FT.)ROOF TYPE ATTACHMENT ROOF EXPOSURE FRAME TYPE FRAME SIZE FRAME SPACING MAX RAIL SPAN OVER HANG MP-01 180° 10° 15 328.7 COMPOSITION SHINGLE FLASH FOOT ATTIC RAFTERS 2 X 6 1'-4" 5'-4" 2'-0" ARRAY MP-01 ALUMINIUM RAILS 2 X 6 RAFTERS@ 1'-4" SPACING MINIMUM FIRE ACCESS PATHWAYS PER CFC 2019 RIDGE TO ARRAY: 1'-6" EAVE TO ARRAY : 3'-0" HIP/VALLEY W/ ADJACENT ARRAY: 1'-6" EACH SIDE HIP/VALLEY W/O ADJACENT ARRAY: 0'-0" NOTE: INSTALLER TO VERIFY RAFTER SIZE, SPACING AND SLOPED SPANS, AND NOTIFY ANY DISCREPANCIES BEFORE PROCEEDING. FIRE SETBACK DEAD LOAD CALCULATIONS BOM QUANTITY LBS/UNIT TOTAL WEIGHT (LBS) MODULES 15 49.6 744.00 MID-CLAMP 26 0.050 1.30 END-CLAMP 8 0.050 0.40 RAIL LENGTH 106 0.680 72.08 SPLICE BAR 6 0.360 2.16 FLASH FOOT 24 1.35 32.40 TOTAL WEIGHT OF THE SYSTEM (LBS)852.34 TOTAL ARRAY AREA ON THE ROOF (SQ. FT.)328.68 WEIGHT PER SQ. FT.(LBS)2.59 WEIGHT PER PENETRATION (LBS)35.51 3' 1' - 6 " 5'-4" This item has been digitally signed and sealed on Nov 11, 2022 1276 S Hickory St 02/10/23 STRUCTURAL DETAILS S-1.1 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 MID-CLAMP & END CLAMP DETAIL GROUNDING DETAILS MID CLAMP ASSEMBLY MODULE FRAME RAIL GROUNDING MID-CLAMP SCALE: NTS MODULE TO MODULE & MODULE TO RAIL GROUNDING RAIL TO RAIL IRON RIDGE RAIL INTERNAL SPLICE SELF-DRILLING SCREW SCALE: NTS T BOLT SCALE: NTS SCALE: NTS ROOF FRAMING DETAIL SCALE: NTS 2 X 6 RAFTERS@1'-4" SPACING LOAD BEARING WALL PV MODULE IRONRIDGE RAIL IRONRIDGE STOPPER SLEEVE END CLAMP PV MODULE IRONRIDGE RAIL MID CLAMP SCALE: NTS FLASHFOOT SOLAR MODULE RAIL 6" MAX 5/16 HEX-BOLT STAINLESS STEEL 5/16" HANGER BOLT 2.5" EMBEDMENT PILOT HOLE REQUIRED (E)COMPOSITION SHINGLE ROOF IRONRIDGE FLASHFOOT IRONRIDGE RAIL PV MODULE (E) BUILDING STRUCTURE ATTACHMENT DETAIL- FLASH FOOT This item has been digitally signed and sealed on Nov 11, 2022 1276 S Hickory St 02/10/23 (N)JUNCTION BOX OR EQUIV 2 3 3 (N) 30A AC DISCONNECT AC DISCONNECT NON FUSED 30A, 120/240V, 2P (N)100A MAIN BREAKER M PV BREAKER AS FAR AWAY FROM MAIN BREAKER AS POSSIBLE 30A 2P PV BREAKER EXISTING 120/240V 1PH 60HZ UT I L I T Y GR I D (E)GROUND ELECTRODE (E)125A CENTER FED MAIN PANEL UTILITY:SCE 222013-109611 G (N)CANADIAN SOLAR CS3N-390MS, 390W MODULES 15 MODULES WIRED IN (1) SERIES OF 15 MODULES (15)S440 SOLAREDGE OPTIMIZERS AC DC DC DISCO LOAD RATED DC DISCONNECT & AFCI (RAPID SHUTDOWN COMPLIANCE) (N)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH), 5000W INVERTER-1 1 SINGLE LINE DIAGRAM E-1.0 SINGLE LINE DIAGRAM: DC SYSTEM SIZE - 5850W, AC SYSTEM SIZE - 5000W, CEC AC SYSTEM SIZE - 5464W CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 MAIN BREAKER DERATE:REPLACE EXISTING MAIN BREAKER WITH NEW 100A MAIN BREAKER NOTE: 1. INVERTER IS UL1741 RATED 2. EACH OPTIMIZER IS RAPID SHUTDOWN COMPLIANT OCPD CALCULATIONS: MAIN PANEL RATING:125A, MAIN BREAKER RATING:100A 120% RULE: (125AX1.2)-100A=50A =>ALLOWABLE BACKFEED IS 50A INVERTER OVERCURRENT PROTECTION= INVERTER O/P I X CONTINUOUS LOAD(1.25)X #OF INVERTERS =21x1.25x1=26.25 A =>PV BREAKER = 30A ALLOWABLE BACKFEED 50A =>30A PV BREAKER THE DESIGNED INTERCONNECTION MEETS THE 705.12(B)(2) REQUIREMENTS MODULE SPECIFICATION MODEL CANADIAN SOLAR CS3N-390MS MODULE POWER @ STC 390W OPEN CIRCUIT VOLTAGE:Voc 44.1V MAX POWER VOLTAGE:Vmp 36.8V SHORT CIRCUIT CURRENT:Isc 11.38A MAX POWER CURRENT:Imp 10.6A INVERTER SPECIFICATIONS MODEL SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) POWER RATING 5000W MAX OUTPUT CURRENT 21A CEC WEIGHTED EFFICIENCY 99% MAX INPUT CURRENT 16.5 MAX DC VOLTAGE 480V CONDUIT SCHEDULE TAG ID CONDUIT SIZE CONDUCTOR NEUTRAL GROUND 1 NONE (2) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 3/4"EMT OR EQUIV (2) 10 AWG THHN/THWN-2 NONE (1) 8 AWG THHN/THWN-2 3 3/4"EMT OR EQUIV (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 DC WIRE CALCULATIONS:- MATERIAL:COPPER & TEMPERATURE RATING:90°C TAG ID REQUIRED CONDUCTOR AMPACITY CORRECTED AMPACITY CALCULATION TERMINAL RATING CHECK DERATED CONDUCTOR AMPACITY CHECK 1 1 X 15 X 1 = 15.00 X 1.25 = 18.75A 40 X 0.96 X 1 = 38.40A 18.75A <35A 18.75A <38.40A 2 1 X 15 X 1 = 15.00 X 1.25 = 18.75A 40 X 0.96 X 0.8 = 30.72A 18.75A <35A 18.75A <30.72A ELECTRICAL CALCULATION AC WIRE CALCULATIONS:- MATERIAL:COPPER & TEMPERATURE RATING:90°C TAG ID REQUIRED CONDUCTOR AMPACITY CORRECTED AMPACITY CALCULATION TERMINAL RATING CHECK DERATED CONDUCTOR AMPACITY CHECK 3 25 X 1 = 25.00 X 1.25 = 31.25A 55 X 0.96 X 1 = 52.80A 31.25A < 50A 31.25A < 52.80A ELECTRICAL NOTES: 1. MAXIMUM DC/AC VOLTAGE DROP SHALL BE NO MORE THAN 2%. 2. BREAKER/FUSE SIZES CONFORMS TO CEC 240.6 CODE SECTION. 3. AC GROUNDING ELECTRODE CONDUCTOR SIZED PER CEC 250.66. 4. AMBIENT TEMPERATURE CORRECTION FACTOR IS BASED ON CEC 690.31(C). 5. AMBIENT TEMPERATURE ADJUSTMENT FACTOR IS BASED ON CEC 310.15(B)(2)(C). 6. AX. SYSTEM VOLTAGE CORRECTION IS PER CEC 690.7.7. CONDUCTORS ARE SIZED PER WIRE AMPACITY TABLE CEC 310.16. 8. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER CEC 310.0(D). 9. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER CEC 310.8(C). OPTIMIZER CHARACTERISTICS MODEL S440 MIN INPUT VOLTAGE 8 VDC MAX INPUT VOLTAGE 60 VDC MAX SHORT CIRCUIT CURRENT 14.5 ADC MAX OUTPUT CURRENT 15 ADC SYSTEM CHARACTERISTICS DC SYSTEM SIZE 5850 W INVERTER STRING VOLTAGE 380V MAX INVERTER SYSTEM VOLTAGE 480V MAX SHORT CIRCUIT CURRENT 30A OPERATING CURRENT 15.39A 1276 S Hickory St 02/10/23 LOAD CALCULATION E-1.1 LOAD CALCULATION CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 1276 S Hickory St 02/10/23 INVAC MSP PV-3.0 POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN WARNING ! CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 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 1276 S HICKORY ST, SANTA ANA, CA 92707. WARNING PLACARDS WARNING PLACARDS THE MAIN BREAKER IN THIS PANEL HAS BEEN DERATED TO 100A DO NOT INSTALL LARGER BREAKER PHOTOVOLTAIC ARRAY ON THE ROOF (N) AC DISCONNECT (EXTERIOR) (E) MAIN SERVICE PANEL (EXTERIOR) (N) PV INVERTER (EXTERIOR) 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 21.00 240 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 15 15 1276 S Hickory St 02/10/23 PV-3.1 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 PV-5.1 A OPTIMIZER MAP SCALE: NTS OPTIMIZER MAP INVERTER STICKER MODEL : SOLAREDGE TECHNOLOGIES SE6000H-US(240V,1PH) SERIAL #: INSTRUCTIONS: 1. PLACE OPTIMIZER STICKER AND PLACE NEATLY ON THE APPROPRIATE NUMBERED SPACE. 2. WRITE THE CORRESPONDING NUMBER ON THE APPROPRIATE PANEL WITHIN THE ARRAY. 3. ATTACH THE INVERTER STICKER IN SPACE PROVIDED. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 OPTIMIZER MAP 1276 S Hickory St 02/10/23 PD-1.0 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 MODULE SPECSHEET 1276 S Hickory St 02/10/23 PD-1.1 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 INVERTER SPECSHEET-1 1276 S Hickory St 02/10/23 PD-1.2 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 INVERTER SPECSHEET-2 1276 S Hickory St 02/10/23 PD-1.3 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 OPTIMIZER SPECSHEET 1276 S Hickory St 02/10/23 PD-1.4 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 RACKING SPECSHEET 1276 S Hickory St 02/10/23 PD-1.5 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 MOUNT SPECSHEET 1276 S Hickory St 02/10/23 PD-1.6 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 GROUNDING SPECSHEET 1276 S Hickory St 02/10/23 PD-1.7 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 INTEGRATED GROUNDING SPECSHEET 1276 S Hickory St 02/10/23 PD-1.8 CUSTOMER INFORMATION NAME&ADDRESS: 33°43'51.28"N 117°51'38.58"W APN:014-203-51 AHJ:CA-CITY OF SANTA ANA UTILITY:SCE SYSTEM INFORMATION DESIGNER/CHECKED BY: MV/MR PROJECT NUMBER:LARS-007802 SCALE:AS NOTED PAPER SIZE:17"x11" MONICA FAJARDO 1276 S HICKORY ST, SANTA ANA, CA 92707. ENGINEER OF RECORD DATE:10/29/22 REV:A CONTRACTOR INFORMATION DC SYSTEM SIZE: 5850W AC SYSTEM SIZE: 5000W CEC AC SYSTEM SIZE: 5464W MODULES: (15)CANADIAN SOLAR CS3N-390MS INVERTER: (1)SOLAREDGE TECHNOLOGIES SE5000H-US(240V,1PH) OPTIMIZER: (15)S440 SOLAREDGE OPTIMIZER HARNESS BUILDING SOLUTIONS, 439 E,HARRISON ST,UNIT E, CORONA, CA 92879. TEL:951-298-9007 LIC:#9B@1072291 FIRE RATING CERTIFICATE 1276 S Hickory St 02/10/23 1276 S Hickory St 02/10/23 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 1276 S Hickory St, Santa Ana, CA 92707 Harness Building Solutions Inc 1072291 X X X X X X X X X X Posese Pulu 11/11/20229512989007 ext 111 hbspermits@harnesspower.com 1276 S Hickory St 02/10/23