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1105 S Karen Ave - Plan
116'-8" 63 ' -3 " 117'-3" 63 ' -2 " 44'-7"7' - 5 " 25'-7" 17 ' - 7 " SATELLITE VIEW SCALE: NTS SCALE: NTS COVER SHEET SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS CS DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , C A , 9 2 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER PHOTOVOLTAIC ROOF MOUNT SYSTEM 11 MODULES-ROOF MOUNTED - 4.400 KW DC, 4.019 KW AC, 1105 S KAREN AVE, SANTA ANA, CA 92704 2 CS 3 CS N GENERAL NOTES: a. INSTALLATION OF SOLAR PHOTOVOLTAIC SYSTEM SHALL BE IN ACCORDANCE WITH CEC AND ALL OTHER APPLICABLE CEC CODES WHERE NOTED OR EXISTING. b. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL COMPLY WITH CEC. c. ALL CONDUCTORS, INCLUDING THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE IN ACCORDANCE WITH CEC d. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE; THIS SYSTEM IS UTILITY INTERACTIVE PER UL 1741. e. ALL DC WIRES SHALL BE SIZED ACCORDING TO CEC f. DC CONDUCTORS SHALL BE WITHIN PROTECTED RACEWAYS g. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL JURISDICTIONAL BUILDING CODE. h. PV MODULES TO BE RATED UL 1703 CLASS C FIRE RATING OR BETTER. i. ALL EQUIPMENT TO BE CERTIFIED BY A NATIONAY RECOGNIZED TESTING LABORATORY. j. A 36" WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING. k. PV ARRAYS SHALL BE LOCATED AT LEAST 2H2 (2 TIMES THE MAXIMUM HEIGHT OF THE MODULES ABOVE ROOF DECK) FROM THE ROOF EDGE, A GABLE RIDGE OR A HIP RIDGE. (ASCE 7-16 – 29.4.4) l. MODULES ARE TO BE AT 2” MINIMUM AND 10” MAXIMUM FROM THE ROOF DECK. (ASCE 7-16 – 29.4.4) SYSTEM SIZE: 4.400 kW DC 4.019 kW AC MODULE TYPE & AMOUNT: (11) CANADIAN SOLAR CS6R-400MS-HL [BLK] MODULE DIMENSIONS: (L/W/H) 67.80"/44.60"/1.38" MICRO-INVERTER: (11) ENPHASE ENERGY IQ8PLUS-72-2-US [240V] BATTERY: (1) ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP INTERCONNECTION METHOD: BACKFEED IN MSP UTILITY COMPANY: SCE PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SCALE: 15/256" = 1'-0" 1 PLOT PLAN CS SHEET INDEX CS COVER SHEET A1.0 SITE PLAN A2.0 MOUNTING DETAILS E1.0 NOTES E2.0 ELECTRICAL LINE DIAGRAM P1.0 WARNING LABELS SS1+ EQUIPMENT SPECIFICATIONS NEW EXTERIOR MAIN SERVICE PANEL & POINT OF INTERCONNECTION TIED TO EXTERIOR UTILITY METER IN THE SAME LOCATION AS OLD MSP FENCE ROOF ACCESS POINT DR I V E W A Y NOTE -NO ACTIVE FIRE SPRINKLER. -NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM -DO NOT COVER MECHANICAL AND PLUMBING VENTS ON THE ROOF WITH SOLAR PV PANELS. -A ROOF ACCESS POINT SHOULD BE PROVIDED THAT DOES NOT PLACE A GROUND LADDER OVER AN OPENING SUCH AS A WINDOW OR DOOR. LOCATED AT A SOLID POINT IN THE BUILDING CONSTRUCTION AND IN THE LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES, OR SIGNS. EXISTING SHED DETACHED STRUCTURE NO ELECTRICAL "NOTE- ALL ROOF PENETRATIONS WILL BE SEALED AND MADE WEATHER TIGHT WITH APPROVED MATERIALS. NOTE- THERE IS NO OBSTRUCTION OR INTERFERENCE WITH THE FUNCTION OF PLUMBING VENTS OR MECHANICAL EQUIPMENT, WITH A 6 INCH MINIMUM OF SEPARATION. THERE WILL BE NO OBSTRUCTIONS AND MINIMUM CLEARANCES IS MAINTAINED." ROOF ACCESS POINT SCOPE OF WORK- INSTALLATION OF FLUSH ROOF MOUNTED SOLAR PV SYSTEM 4.400 KW DC, 4.019 KW AC INCLUDES 11 MODULES AND 11 ENPHASE MICROINVERTERS, IQ COMBINER, AC DISCONNECT, IQ CONTROLLER, NEW SUB PANEL AND INSTALLATION OF BATTERY. ESS SYSTEM: NUMBER AND TYPE ESS UNIT(S): 1 X (N) ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP, 5 KWH, 3.84 KVA, EXISTING - 0 ESS UNIT(S) CAPACITY (KWH/UNIT): NEW - 5 KWH/PER LI-ION. EXISTING - 0 OUTDOORS ON EXTERIOR WALLS: 1 UNIT AT 5 KWH TOTAL = 5.00KWH A SINGLE, VISIBLE-OPEN, LOCKABLE AC DISCONNECT SHALL BE WITHIN THREE FEET OF THE METER ON THE EXTERIOR OF THE BUILDING PER FIRE CODE (15.24.025 AMENDMENTS TO THE CALIFORNIA ELECTRICAL CODE) DIG ALERT (811) IS TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216 WILL BE FOLLOWED, PRIOR TO ANY EXCAVATION TAKING PLACE. PV SYSTEM SHALL NOT OBSTRUCT OR INTERFERE WITH THE FUNCTION OF VENTS OR MECHANICAL EQUIPMENT; MIN 6” SEPARATION REQUIRED (CMC 304.1, CPC 906, SPG PART 5 SECT. 8), OR ENGINEER DESIGN IS REQUIRED (CPC 301.5). SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN ROOF #1 (02) CANADIAN SOLAR CS6R-400MS-HL [BLK] SLOPE: 14° AZIM.: 180° 11 0 5 S K A R E N A V E FR O N T O F H O U S E MAIN HOUSE 1 STORY GOVERNING CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES 1. 2022 CALIFORNIA ELECTRICAL CODE 2. 2022 CALIFORNIA FIRE CODE 3. 2022 CALIFORNIA BUILDING CODE 4. 2022 CALIFORNIA RESIDENTIAL CODE 5. 2022 CALIFORNIA ENERGY CONSERVATION CODE 6. 2022 CALIFORNIA EXISTING BUILDING CODE 7. 2022 CALIFORNIA MECHANICAL CODE 8. 2022 CALIFORNIA PLUMBING CODE 9. 2022 CALIFORNIA HISTORICAL BUILDING CODE 10. ANY OTHER LOCAL AMENDMENTS PR O P E R T Y LI N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE M ROOF #2 (04) CANADIAN SOLAR CS6R-400MS-HL [BLK] SLOPE: 14° AZIM.: 90° ROOF #3 (05) CANADIAN SOLAR CS6R-400MS-HL [BLK] SLOPE: 14° AZIM.: 270° FENCE 11 ' - 11 " 11'-11" 8' - 1 1 " 17'-1" IF EXISTING UFER NOT FOUND, REQ'D 5/8" DIA. GROUND ROD,8'-0" MIN EMBEDMENT AND REQ'D 6'-0" APART BTWN TWO GROUNDINGS. STRUCTURAL ONLY Bldg#: 10112002 Elec#: 20183391 Approvals: Elec: M Smith 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS A1.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER SITE PLAN MODULE, ARRAY WEIGHT (LOAD CALC'S) Number of Modules 11 EACH Module Weight 49.4 LBS Total Module (Array) Weight 543.40 LBS Number of Attachment point 22 EACH Mounting System Weight (Per Module)1.5 LBS Mounting System Weight 33 LBS Total System Weight (Total Module Weight + Mounting System Weight)576.4 LBS Weight at Each Attachment Point (Array Weight / Number of Attachment Point)24.70 LBS Module Area (67.80"x44.60")20.99 SqFt Total Array Area 230.89 SqFt Distributed Load (Total System Weight / Total Array Area)2.50 Per SqFt Total Roof Area 1455 SqFt EXISTING SOLAR AREA 0 SqFt TOTAL SOLAR AREA 231 SqFt Total Percentage or Roof Covered Total Array Area / Total Roof Area)*100 15.87 % = ATTACHMENT POINTS = RAFTERS = RACKING SYSTEM = EXTERIOR RUN = CONDUIT ROOF TOP JUNCTION BOX SYSTEM LEGEND M AC C NEW PHOTOVOLTAIC UTILITY DISCONNECT SWITCH. NEW DEDICATED PV SYSTEM COMBINER PANEL. = ROOF OBSTRUCTIONS = FIRE PATHWAY NEW EXTERIOR MAIN SERVICE PANEL TIED TO EXTERIOR UTILITY METER. 11 NEW CANADIAN SOLAR CS6R-400MS-HL [BLK] BLACK MODULES WITH 11 NEW ENPHASE ENERGY IQ8PLUS-72-2-US [240V] MICRO-INVERTERS, MOUNTED ON THE BACK OF EACH MODULES. ROOF SECTIONS SCALE: 3/32" = 1'-0" 1 SITE PLAN A1.0 ROOF #01 MODULE - 02 SLOPE - 14° AZIMUTH - 180° MATERIAL - COMP SHINGLES RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. S NEW SUB PANEL. NOTE: CONTRACTOR IS RESPONSIBLE ON WATER PROOFING AND TO FIELD VERIFY ALL ASSUMPTIONS LISTED ON THE PLANS PRIOR TO INSTALLATIONS. NOTE: THE DESIGN WIND PRESSURES FOR ROOF TOP SOLAR PANELS LOCATED ON ENCLOSED OR PARTIALLY ENCLOSED BUILDINGS OF ALL HEIGHTS,WITH PANELS PARALLEL TO THE ROOF SURFACE,WITH A TOLERANCE OF 2°AND WITH A MAXIMUM HEIGHT ABOVE THE ROOF SURFACE,H2,NOT EXCEEDING 10IN.A MINIMUM GAP OF 0.25IN.(6.4MM)SHALL BE PROVIDED BETWEEN ALL PANELS,WITH THE SPACING OF GAPS BETWEEN PANELS NOT EXCEEDING 6.7FT(2.04M).IN ADDITION,THE ARRAY SHALL BE LOCATED AT LEAST 2*H2 FROM THE ROOF EDGE,A GABLE RIDGE,OR A HIP RIDGE. 1 STORY HOUSE ROOF MATERIAL - COMP SHINGLES N 11 0 5 S K A R E N A V E FR O N T O F H O U S E SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN = ENPHASE BATTERYEB M TH E M A X I M U M G A P B E T W E E N MO U N T I N G P O I N T I S 7 2 " ESS EQUIPMENT SHALL BE LOCATED 3' FROM ALL WINDOWS AND DOORS DIRECTLY ENTERING THE HOME . 72 " ESS NOT SUBJECT TO VEHICULAR IMPACT PV SYSTEM SHALL NOT OBSTRUCT OR INTERFERE WITH THE FUNCTION OF VENTS OR MECHANICAL EQUIPMENT; MIN 6”SEPARATION REQUIRED (CMC 304.1, CPC 906, SPG PART 5 SECT. 8), OR ENGINEER DESIGN IS REQUIRED (CPC 301.5). 18 " F I R E S E T B A C K 18 " F I R E S E T B A C K 36" P A T H W A Y 18" FIRE SETBACK 18" FIRE SETBACK 18" F I R E S E T B A C K 18" F I R E S E T B A C K 18" F I R E S E T B A C K 18" F I R E S E T B A C K 36" PATHWAY EB AC C ROOF #01 RO O F # 0 2 RO O F # 0 3 ROOF #02 MODULE - 04 SLOPE - 14° AZIMUTH - 90° MATERIAL - COMP SHINGLES RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. ROOF #03 MODULE - 05 SLOPE - 14° AZIMUTH - 90° MATERIAL - COMP SHINGLES RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. = IQ CONTROLLERIQ RSD = RAPID SHUTDOWN SWITCH SIQ RSD NOTE- RSD WITHIN 3' OF MAIN SERVICE PANEL 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS A2.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , C A , 9 2 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER MOUNT DETAIL GENERAL STRUCTURAL NOTES: 1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING THE EVEREST CROSS RAIL 44X WITH EVEREST SPLICE FOOT XL. THE MOUNTING FEET ARE TO BE SPACED AS SHOWN IN THE DETAILS. SCALE: NTS 1 ATTACHMENT DETAIL VIEW A2.0 BILL OF MATERIALS COMPONENT QTY DESCRIPTION SOLAR PV MODULE 11 CANADIAN SOLAR CS6R-400MS-HL [BLK] (400W)MODULES MICRO-INVERTER 11 ENPHASE ENERGY IQ8PLUS-72-2-US [240V] ATTACHMENT 22 EVEREST SPLICE FOOT XL RAILS 7 EVEREST CROSS RAIL 44X RAIL SPLICE 2 SPLICE KIT MID CLAMPS 14 MID CLAMPS END CLAMPS 16 END CLAMPS GROUNDING LUG 5 GROUNDING LUG LAG BOLT 22 LAG BOLT RAIL BOLT / NUTS 22 RAIL BOLT / NUTS FLASHING 22 FLASHING BATTERIES 1 ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP IQ SYSTEM CONTROLLER 1 IQ SYSTEM CONTROLLER 3 SC200D111C240US01 STRUCTURAL CRITERIA, NOTES DESIGN LOAD STANDARD: ASCE 7-16 WIND EXPOSURE CATEGORY: B WIND SPEED (5-SEC GUST) :110MPH GROUND SNOW LOAD: 0 PSF DESIGN ROOF SNOW LOAD: 0 PSF SEISMIC DESIGN CATEGORY: C SEISMIC RISK FACTOR: II LIVE LOAD = 20PSF 1 STORY HOUSE ROOF MATERIAL - COMP SHINGLES 1 LAYER OF COMP SHINGLES SLOPE - 14° MODULES ARE TO BE AT 2” MINIMUM AND 10” MAXIMUM FROM THE ROOF DECK. (ASCE 7-16 – 29.4.4) PV MODULE 2"X4" RAFTER S @ 24" O.C. 4" EVEREST SPLICE FOOT XL EVEREST CROSS RAIL 44X 5/16" X 5" SS LAG BOLT INTO RAFTERS 3 1/4" MIN. PENETRATION W/ ROOF SEALANT, TYP. 1.25" 1.25" ATTACHMENT POINT (E) COMPOSITION SHINGLE 2. UNLESS NOTED OTHERWISE, MOUNTING ANCHORS SHALL BE 5/16" X 5" SS LAG BOLT 3-1/4"MIN. PENETRATION INTO RAFTERS OR FOUR TO SIX SELF-TAPPING SCREWS INTO ROOF DECKING W/ROOF SEALANT. 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS E1.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER NOTES NOTES NOTE:- (1) ENCHARGE BATTERY SYSTEM ENERGY CAPACITY SHALL BE SIZED TO SUPPLY ALL DESIRED LOADS DURING AN OUTAGE. POWER CAPACITY OF THE ENCHARGE BATTERY SYSTEM SHALL BE CAPABLE OF SUPPLYING THE LARGEST LOAD ON SITE, PER 2022 CEC 710.15(A) & CEC 710.15(E). (2) ENCHARGE BATTERY STORAGE DISCONNECT SHALL BE SECURED USING AN EATON TYPE-BR CIRCUIT BREAKER HOLD DOWN KIT #BRHDK125 (3) DISTANCE BETWEEN ENPOWER AND ENCHARGE SHOULD BE LESS THEN 5' ELSE AN AC DISCONNECT WILL BE REQUIRED (4) INSTALLER TO VERIFY HOW ENCLOSURE ARE COUPLED TOGETHER VIA CHASE NIPPLE/ CONDUIT 1.AFCI PROTECTION IS REQUIRED WHEN LOADS ARE RELOCATED MORE THAN 6' [210.12(D)]. 2.THE PV BREAKER SHALL BE AT THE FURTHEST POSITION AWAY FROM THE MAIN BREAKER [CEC 705.12(B)(2)(3)(B)]. 3.PV BREAKER(S) MAY CONNECT AT EITHER END, BUT NOT BOTH ENDS, OF A CENTER-FED PANEL [CEC 705.12(B)(2)(3)(D)]. 4.THE BACK-FED BREAKER SHALL BE SECURED IN PLACE BY AN ADDITIONAL FASTENER PER SECTION [408.36 (D)]. 5.VERIFY UFER OR ADD GROUND RODS (MIN. 2) SPACED A MIN. 6' APART (CEC 250). 6.BOND COLD WATER AND GAS LINES TO GROUNDING ELECTRODE CONDUCTOR PER [CEC 250.105(A)&(B)]. 7.PANEL MODIFICATIONS REQUIRE A 3RD/ PARTY FIELD EVALUATION, TO RECERTIFY THE MODIFIED PANEL. THE EVALUATION REPORT IS TO BE GIVEN TO THE INSPECTOR AT TIME OF INSPECTION. IF UNABLE TO RECERTIFY A NEW PANEL WILL BE REQUIRED. 1.THIS SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES (MENTIONED ON PAGE1) INCLUDING:UL STANDARD 1741,AND THE MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. 2.ALL WORK TO COMPLY WITH CEC 3.UTILITY SHALL BE NOTIFIED BEFORE ACTIVATION OF PV 4.REMOVAL OF A UTILITY-INTERACTIVE MICRO-INVERTER OR OTHER EQUIPMENT SHALL NOT SYSTEM DISCONNECT THE BUILDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PV SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTOR 5.ALL PV SYSTEM COMPONENTS SHALL BE LISTED BY A RECOGNIZED TESTING 6.WIRING MATERIALS SHALL COMPLY WITH MAXIMUM CONTINUOUS CURRENT OUTPUT AGENCY AT 25° C; WIRE SHALL BE WET RATED AT 90°C 7.EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS ON THE ROOF WILL BE USE-2 OR PV TYPE WIRE. 8.ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS 9.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS 10.FOR UNGROUNDED SYSTEMS, THE PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS SHALL BE PROVIDED WITH A GROUND-FAULT PROTECTION DEVICE OR SYSTEM THAT DETECTS A GROUND FAULT, INDICATES THAT FAULT HAS OCCURED, AND AUTOMATICALLY DISCONNECTS ALL CONDUCTORS OR CAUSES THE MICRO-INVERTER TO AUTOMATICALLY CEASE SUPPLYING POWER TO OUTPUT CIRCUITS (CEC 690.35(C)) 11.ANY REQUIRED GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT (CEC 250.64C) 12.ALL PV MODULES AND ASSOCIATED EQUIPMENT SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE 13.ALL FIELD-INSTALLED JUNCTION, PULL, AND OUTLET BOXES LOCATED BEHIND MODULES SHALL BE ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF A MODULE SECURED BY REMOVABLE FASTENERS 14.FOR GROUNDED SYSTEMS, THE MICRO-INVERTER IS EQUIPPED WITH GROUND FAULT PROTECTION AND A GFI FUSE PORT FOR GROUND FAULT INDICATION 15.WHEN BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, THE BREAKERS SHALL NOT READ "LINE AND LOAD" 16.THE INSTALLED SOLAR SYSTEM HAS A DISTRIBUTED WEIGHT OF LESS THAN 4 PSF 17.THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN 45 LBS 19.THE WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL 18.AC DISCONNECT IS A "KNIFE BLADE" TYPE DISCONNECT AS THE NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED 20.THE PHOTOVOLTAIC MICRO-INVERTER WILL BE LISTED AS UL 1741 21.SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED COMPLIANT ONTO THE EXISTING DWELLING AS PER THE 2022 CRC. THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME; OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. (CRC R314, R315) 22.SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER CRC SECTIONS R314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE FIELD. 23.WHEN APPLYING THE 120% RULE OF CEC 705.12(D)(2), THE SOLAR BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUS FROM THE MAIN BREAKER PER 705.12(D)(7) 24.PLUMBING AND MECHANICAL VENTS THROUGH THE ROOF SHALL NOT BE COVERED BY SOLAR MODULES - NO BUILDING, PLUMBING, OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED 25.EXISTING UFER. IF THERE IS NO UFER,INSTALL (2) NEW 5/8"X8' GROUND ROD 6' APART.WATER BOND <5' FROM BLDG ENTRANCE. #4 AWG GEC TO BOND GROUND ROD AND WATER PIPE. SPLICES SHALL BE IRREVERSIBLE CRIMPED 26.PLAQUES SHALL BE METAL OR PLASTIC, WITH ENGRAVED OR MACHINE PRINTED LETTERS, OR ELECTRO-PHOTO PLATING, IN A CONTRASTING COLOR TO THE PLAQUE-PLACARD IS TWO COLOR/RED FACE-WHITE CORE ENGRAVED PLASTIC. PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS.PLAQUE AT MSP 27. THE PV DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION EITHER ON THE OUTSIDE OF A BUILDING OR STRUCTURE OR INSIDE NEAREST THE POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS. A SINGLE, VISIBLE-OPEN, LOCKABLE AC DISCONNECT SHALL BE WITHIN THREE FEET OF THE METER ON THE EXTERIOR OF THE BUILDING. 1 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS E1.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER NOTES NOTES NOTE:- (1) ENCHARGE BATTERY SYSTEM ENERGY CAPACITY SHALL BE SIZED TO SUPPLY ALL DESIRED LOADS DURING AN OUTAGE. POWER CAPACITY OF THE ENCHARGE BATTERY SYSTEM SHALL BE CAPABLE OF SUPPLYING THE LARGEST LOAD ON SITE, PER 2022 CEC 710.15(A) & CEC 710.15(E). (2) ENCHARGE BATTERY STORAGE DISCONNECT SHALL BE SECURED USING AN EATON TYPE-BR CIRCUIT BREAKER HOLD DOWN KIT #BRHDK125 (3) DISTANCE BETWEEN ENPOWER AND ENCHARGE SHOULD BE LESS THEN 5' ELSE AN AC DISCONNECT WILL BE REQUIRED (4) INSTALLER TO VERIFY HOW ENCLOSURE ARE COUPLED TOGETHER VIA CHASE NIPPLE/ CONDUIT 1.AFCI PROTECTION IS REQUIRED WHEN LOADS ARE RELOCATED MORE THAN 6' [210.12(D)]. 2.THE PV BREAKER SHALL BE AT THE FURTHEST POSITION AWAY FROM THE MAIN BREAKER [CEC 705.12(B)(2)(3)(B)]. 3.PV BREAKER(S) MAY CONNECT AT EITHER END, BUT NOT BOTH ENDS, OF A CENTER-FED PANEL [CEC 705.12(B)(2)(3)(D)]. 4.THE BACK-FED BREAKER SHALL BE SECURED IN PLACE BY AN ADDITIONAL FASTENER PER SECTION [408.36 (D)]. 5.VERIFY UFER OR ADD GROUND RODS (MIN. 2) SPACED A MIN. 6' APART (CEC 250). 6.BOND COLD WATER AND GAS LINES TO GROUNDING ELECTRODE CONDUCTOR PER [CEC 250.105(A)&(B)]. 7.PANEL MODIFICATIONS REQUIRE A 3RD/ PARTY FIELD EVALUATION, TO RECERTIFY THE MODIFIED PANEL. THE EVALUATION REPORT IS TO BE GIVEN TO THE INSPECTOR AT TIME OF INSPECTION. IF UNABLE TO RECERTIFY A NEW PANEL WILL BE REQUIRED. 1.THIS SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES (MENTIONED ON PAGE1) INCLUDING:UL STANDARD 1741,AND THE MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. 2.ALL WORK TO COMPLY WITH CEC 3.UTILITY SHALL BE NOTIFIED BEFORE ACTIVATION OF PV 4.REMOVAL OF A UTILITY-INTERACTIVE MICRO-INVERTER OR OTHER EQUIPMENT SHALL NOT SYSTEM DISCONNECT THE BUILDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PV SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTOR 5.ALL PV SYSTEM COMPONENTS SHALL BE LISTED BY A RECOGNIZED TESTING 6.WIRING MATERIALS SHALL COMPLY WITH MAXIMUM CONTINUOUS CURRENT OUTPUT AGENCY AT 25° C; WIRE SHALL BE WET RATED AT 90°C 7.EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS ON THE ROOF WILL BE USE-2 OR PV TYPE WIRE. 8.ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS 9.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS 10.FOR UNGROUNDED SYSTEMS, THE PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS SHALL BE PROVIDED WITH A GROUND-FAULT PROTECTION DEVICE OR SYSTEM THAT DETECTS A GROUND FAULT, INDICATES THAT FAULT HAS OCCURED, AND AUTOMATICALLY DISCONNECTS ALL CONDUCTORS OR CAUSES THE MICRO-INVERTER TO AUTOMATICALLY CEASE SUPPLYING POWER TO OUTPUT CIRCUITS (CEC 690.35(C)) 11.ANY REQUIRED GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT (CEC 250.64C) 12.ALL PV MODULES AND ASSOCIATED EQUIPMENT SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE 13.ALL FIELD-INSTALLED JUNCTION, PULL, AND OUTLET BOXES LOCATED BEHIND MODULES SHALL BE ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF A MODULE SECURED BY REMOVABLE FASTENERS 14.FOR GROUNDED SYSTEMS, THE MICRO-INVERTER IS EQUIPPED WITH GROUND FAULT PROTECTION AND A GFI FUSE PORT FOR GROUND FAULT INDICATION 15.WHEN BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, THE BREAKERS SHALL NOT READ "LINE AND LOAD" 16.THE INSTALLED SOLAR SYSTEM HAS A DISTRIBUTED WEIGHT OF LESS THAN 4 PSF 17.THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN 45 LBS 19.THE WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL 18.AC DISCONNECT IS A "KNIFE BLADE" TYPE DISCONNECT AS THE NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED 20.THE PHOTOVOLTAIC MICRO-INVERTER WILL BE LISTED AS UL 1741 21.SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED COMPLIANT ONTO THE EXISTING DWELLING AS PER THE 2022 CRC. THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME; OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. (CRC R314, R315) 22.SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER CRC SECTIONS R314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE FIELD. 23.WHEN APPLYING THE 120% RULE OF CEC 705.12(D)(2), THE SOLAR BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUS FROM THE MAIN BREAKER PER 705.12(D)(7) 24.PLUMBING AND MECHANICAL VENTS THROUGH THE ROOF SHALL NOT BE COVERED BY SOLAR MODULES - NO BUILDING, PLUMBING, OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED 25.EXISTING UFER. IF THERE IS NO UFER,INSTALL (2) NEW 5/8"X8' GROUND ROD 6' APART.WATER BOND <5' FROM BLDG ENTRANCE. #4 AWG GEC TO BOND GROUND ROD AND WATER PIPE. SPLICES SHALL BE IRREVERSIBLE CRIMPED 26.PLAQUES SHALL BE METAL OR PLASTIC, WITH ENGRAVED OR MACHINE PRINTED LETTERS, OR ELECTRO-PHOTO PLATING, IN A CONTRASTING COLOR TO THE PLAQUE-PLACARD IS TWO COLOR/RED FACE-WHITE CORE ENGRAVED PLASTIC. PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS.PLAQUE AT MSP 27. THE PV DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION EITHER ON THE OUTSIDE OF A BUILDING OR STRUCTURE OR INSIDE NEAREST THE POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS. A SINGLE, VISIBLE-OPEN, LOCKABLE AC DISCONNECT SHALL BE WITHIN THREE FEET OF THE METER ON THE EXTERIOR OF THE BUILDING. 1 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS E2.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS E2.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER ELECTRICAL LINE DIAGRAM NOTE :- MAIN PANEL SCHEDULE AND LOAD CALCULATION ON PREVIOUS PAGE AC OUTPUT CURRENT NOMINAL AC VOLTAGE 240V 13.31A THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) ENPHASE Q CABLE TO BE ATTACHED TO RAIL MIN. 3-1/2" ABOVE ROOF SURFACE SYSTEM NOTES: 1.ENPHASE IQ7 / IQ8 SERIES MICROINVERTERS DO NOT REQUIRE GROUNDING ELECTRODE CONDUCTORS OR EQUIPMENT GROUNDING CONDUCTORS. THE MICROINVERTERS ITSELF HAS CLASS II DOUBLE-INSULATED RATING, WHICH INCLUDES GROUND FAULT PROTECTION. 2.ENPHASE Q CABLE HAS NO NEUTRAL WIRE - (2 WIRE DOUBLE INSULATED CABLING) 3.MODULES ARE BONDED TO RAIL USING ILSCO/SWH INTEGRATED GROUNDING. 4.RAILS ARE BONDED WITH UL 2703 RATED LAY-IN LUGS 5.SYSTEM IS UNGROUNDED 6.BARE COPPER IS TRANSITIONED TO THHN/THWN-2 VIA IRREVERSIBLE CRIMP; GEC TO BE CONTINUOUS PER CEC 250.64(C) 7.SUB-BRANCHES ARE CENTER-FED AT JBOX TO MAKE ONE TOTAL BRANCH CIRCUIT. 8.ENPHASE IQ ENVOY INSIDE IQ COMBINER REQUIRES A NEUTRAL TO BE LANDED AT THE NEUTRAL BUSS AT MAIN PANEL PER ENPHASE INSTALLATION INSTRUCTIONS. 9.ENPHASE MICROINVERTERS ARE ALL RAPID SHUTDOWN READY 10.JUNCTION BOX TO BE READILY ACCESSIBLE AMBIENT TEMP (HIGH TEMP 2%) RECORD LOW TEMP CONDUIT HEIGHT ROOF TOP TEMP CONDUCTOR TEMPERATURE RATE 2° 35° 7/8" 57° 90° Rooftop conductor ampacities designed in compliance with art. 690.8, Tables 310.15(B)(2)(a), 310.15(B)(3)(a), 310.15(B)(3)(c), 310.15(B)(16), Chapter 9 Table 4, 5, & 9. Location specific temperature obtained from ASHRAE 2017 data tables MICRO-INVERTER SPECIFICATIONS MANUFACTURER MAX. POWER AT 40 C 60 VOLTS NOMINAL AC VOLTAGE 290 WATTS MAX. AC CURRENT 240 VOLTS MAX. OCPD RATING MAX. PANELS/CIRCUIT SHORT CIRCUIT CURRENT 1.21 AMPS 20 AMPS MAX. DC VOLT RATING 13 15 AMPS ENPHASE ENERGY IQ8 PLUS-72-2-US NOTE- PV BREAKER IS INSTALLED AT OPPOSITE END OF BUSBAR FROM THE MAIN BREAKER WIRE FROM - - ARRAY TO JUNCTION BOX CONDUIT PV WIRE COMBINER PANEL TO ACD TO IQ CONTROLLER 2 2 3 #12 WIRE TYPE 25A 35A 11 x NOC: 1.21 125%: x 1.25 = 16.64A #6 #8 #8 EGC THWN-2 THWN-2 WIRE TAG # WIRE QTY WIRE GAUGE: TEMP RATING: WIRE AMP TEMP DE-RATE: CONDUIT FILL: WIRE OCP: TERMINAL 75°C RATING: INVERTER QTY: STRING AMPS GRND SIZE GRND WIRE TYPE 1 3/4" EMT 3/4" EMT #102 3 ENPHASE TRUNK CABLE INCLUDES #12 GROUND JUNCTION BOX TO COMBINER PANEL IQ CONTROLLER TO ENCHARGE 2 #6 THWN-2311x1.21 x 1.25 = 16.64AIQ CONTROLLER TO MSP4 90°30A 0.96 0.80 20A MAXTRUNK CABLE 90°40A 1.00 30A MAX0.96THWN-23/4" EMT #1 11 x 1.21 1.25 =16.64 #2 0 x 1.21 1.25 =0.00 #3 0 x 1.21 1.25 =0.00 #4 0 x 1.21 1.25 =0.00 NOTE - ·JBOX HAVE A 3/16” (5MM) DRAINAGE HOLE AT THE LOWEST POINT OF THE ENCLOSURE PER UL50 9.7.2 IN ACCORDANCE WITH 7.3.3.3 AND CEC 314.15 ·DISCONNECT IS ON SAME SIDE OF THE FENCE AS SOLAR PV EQUIPMENT AS PER THE CEC 690.15 ·NEW ELECTRICAL SHALL BE LOCATED AT LEAST THREE (3) FEET FROM GAS METER OR GAS SHUT-OFF VALVES. CPC1208.7.1; CEC 110.26 ·THE NEW PV SYSTEM HAS EQUAL OR GREATER AIC RATING TO THE EXISTING ELECTRICAL SYSTEM. CEC 690.13(E) ·GROUNDED DC PV ARRAYS SHALL PROVIDED WITH DC GROUND-FAULT PROTECTION MEETING THE REQUIREMENTS OF 690.41(B)(1) AND (2) TO REDUCE FIRE HAZARDS ·ESS EQUIPMENT SHALL BE LOCATED 3' FROM ALL WINDOWS AND DOORS DIECTLY ENTERING THE HOME 11 x 1.21 x 1.25 = 16.64A BATTERY AC OUTPUT CURRENT 1 x 16 x 1.25 = 20.00A PV AC OUTPUT CURRENT PV MODULE RATING @ STC MANUFACTURER MAX. POWER-POINT CURRENT (IMP) MAX. POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) NOM. MAX. POWER AT STC (PMAX) MAX. SYSTEM VOLTAGE VOC TEMPERATURE COEFFICIENT CANADIAN SOLAR CS6R-400MS-HL [BLK] 12.99 AMPS 30.8 VOLTS 36.8 VOLTS 13.85 AMPS 400 WATT 1000V -0.26° %/°C 35A#10 90°40A 1.00 30A MAX0.96THWN-2 1-1/4" EMT G N (N) 200A M (E) LOADS 3 G L1L1 L2L2 11 MICRO-INVERTERS IN BRANCH CIRCUIT #1 TERMINATOR CAP ON LAST CABLE CONNECTOR AC TRUNK CABLE (TYP) L1 L2 N G NG M*IQ-Envoy 2 (E) LOADS I/0-1 Gen-I/0 GROUNDING TERMINAL GROUNDING ELECTRODE 20A NEUTRAL FROM 20A COMBINER PANEL CONTROL PCBA MAINS RELAY L2 L1 (E) LOADS (N) IQ SYSTEM CONTROLLER 3 SC200D111C240US01 NEMA 3R, 160A RATED, 240V G N LESS THAN 5' 2 NEUTRAL FORMING TRANSFORMER(40A) 12 AWG I/0-2 40A RSD ENPHASE ENCHARGE BATTERY BREAKER(20A) AC COMBINER BREAKER(20A) (N) 100A BOND EGC TO FACILITY GEC IRREVERSIBLE CRIMP OR EQUIVALENT EXISTING GROUNDING ELECTRODE SYSTEM AT LEAST TWO GROUNDING RODS WILL BE PROVIDED OR ONE GROUNDING ROD AND A UFER GROUNDGROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED PER CEC 250.66. 20A 1 (N)125A SUB-PANEL #2 AWG THWN-2 #8 AWG GROUND 1-1/4" EMT (N) BLADE TYPE NON-FUSIBLE AC DISCONNECT NEMA 3R 30A-2P 120/240VAC (VISIBLE, LOCKABLE, LABELED) RSD (RAPID SHUTDOWN SWITCH) NOTE- RSD WITHIN 3' OF MAIN SERVICE PANEL THE WIRE SIZE AND TYPE OF THE SERVICE FEEDING CONDUCTOR FOR THE MAIN SERVICE PANEL SHALL BE DETERMINED BY THE UTILITY PROVIDER ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE-PROTECTIVE DEVICE (SPD) PER SECTION 230.67 OF THE 2022 CALIFORNIA ELECTRICAL CODE TYPE 1 SPD 3 4 #2 115A90°THWN-2 115A 0.94A 1.00A 108.10A MAX AUTO TRANSFORMER (NFT) POINT OF INTERCONNECT, BACKFEED IN MSP, NEW 240V/225A BUSBAR RATING, MAIN SERVICE PANEL, SINGLE PHASE, WITH A 200A MAIN BREAKER UTILITY COMPANY - SCE (11) CANADIAN SOLAR CS6R-400MS-HL [BLK] MODULES (400W) AND (11) (ENPHASE ENERGY IQ8PLUS-72-2-US [240V]) MICROINVERTERS 240VAC, 1.21A MAX CEC WEIGHTED EFFICIENCY 97.0% NEMA 4R, UL LISTED, INTERNAL GFDI (N) JUNCTION BOX 600 V, NEMA 4 UL LISTED J-BOX TO BE READILY ACCESSIBLE METER # 222013-630173 PRODUCER STORAGE DEVICE(S) WILL NOT CAUSE THE HOST LOAD TO EXCEED ITS NORMAL PEAK DEMAND. NORMAL PEAK DEMAND IS DEFINED AS THE HIGHEST AMOUNT OF POWER REQUIRED FROM THE DISTRIBUTION SYSTEM BY PRODUCERS COMPLETE FACILITIES WITHOUT THE INFLUENCE OR USE OF THE ENERGY STORAGE DEVICE(S). (N)125A ENPHASE IQ ENVOY COMBINER 5 ENPHASE X-IQ-AM1-240-5 15A 1 X (N) ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP, NEMA 3R 240 VAC, 5 kWH, 3.84 kVA NOTE - 1 ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP ENERGY STORAGE HAS INTEGRATED 6 IQ8D-BAT MICROINVERTERS (MEETS CA RULE 21 (UL 1741-SB)) IF EXISTING UFER NOT FOUND, REQ'D 5/8" DIA. GROUND ROD,8'-0"MIN EMBEDMENT AND REQ'D 6'-0" APART BTWN TWO GROUNDINGS. BACKUP SUB PANEL LOAD SCHEDULE AND LOAD CALCULATION 2,3 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS P1.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER CAUTION WARNING LABELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY PROJECT ADDRESS 1105 S KAREN AVE, SANTA ANA, CA, 92704 N NOTE:-PLAQUES SHALL BE METAL OR PLASTIC, WITH ENGRAVED OR MACHINE PRINTED LETTERS, OR ELECTRO-PHOTO PLATING, IN A CONTRASTING COLOR TO THE PLAQUE-PLACARD IS TWO COLOR/RED FACE-WHITE CORE ENGRAVED PLASTIC. PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS.PLAQUE AT MSP IN JURISDICTION WHERE REQUIRED 1 S KAREN AVE CAUTION: MULTIPLE SOURCES OF POWER POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN 1.MAIN ELECTRIC SERVICE DISCONNECT 2.COMBINER 3.AC DISCONNECT 4.BATTERY 5.IQ CONTROLLER 6.RAPID SHUTDOWN SWITCH 7.SUB PANEL 4 LABEL SHOULD BE LOCATED AT MEP AT BATTERY SYSTEM DISCONNECT !! 706.15 DISCONNECTING MEANS 690.13 PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS. BATTERY STORAGE COMBINER BOX SUB PANEL !!690.13 PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS. ! 690.53 DC PV CIRCUITS AC DISCONNECT !!690.13 PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS. ! 705.20.8 PLACED AT ALL PV DISCONNECTS, IF THE DISCONNECT ONLY PARTIAL SHUTS DOWN THE SYSTEM IT WILL NEED TO BE LABELED ACCORDINGLY 690.56.C.2 ALL RAPID SHUTDOWN WITCHES THE LABEL SHALL BE REFLECTIVE, MAIN SERVICE PANEL 690.54 INTERACTIVE SYSTEM POINT OF INTERCONNECTION 705.20.8 PLACED AT ALL PV DISCONNECTS, IF THE DISCONNECT ONLY PARTIAL SHUTS DOWN THE SYSTEM IT WILL NEED TO BE LABELED ACCORDINGLY !705.12.B.3.2 INTERIOR OF ALL PANLEBOARDS WITH PV BREAKERS WARNING: PHOTOVOLTAIC POWER SOURCE DC/AC CONDUIT LABEL. MUST BE A REFLECTIVE STICKER. LABEL SHOULD BE LOCATED AT MEP LABEL SHOULD BE LOCATED AT COMBINER BOX SIGNAGE OR LABELING SPECIFICATIONS PER CEC690,CEC705,: REFLECTIVE,RED BACKGROUND WITH WHITE LETTERING,3/8" LETTER HEIGHT,ALL CAPITAL LETTERS, ARIAL OR SIMILAR FONT,WEATHER RESISTANT MATERIAL BATTERY SYSTEM RATED AC OUTPUT CURRENT - 16.00A PV SYSTEM RATED AC OUTPUT CURRENT - 13.31A BATTERY AND PV SYSTEM RATED AC OUTPUT VOLTAGE - 240V PV SYSTEM POWER PHASE - SINGLE EMERGENCY DISCONNECT FOR BATTERY SYSTEM WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION ENERGY STORAGE SYSTEM DISCONNECT NOMINAL ESS AC VOLTAGE MAXIMUM ESS DC VOLTAGE WARNING ELECTRICAL SHOCK HAZARD PV SYSTEM DISCONNECT PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PV SYSTEM DISCONNECT MAIN PV DISCONNECT RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM MAXIMUM AC OPERATING CURRENT MAXIMUM AC OPERATING VOLTAGE PV SYSTEM DISCONNECT MAIN PV DISCONNECT WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE ! CAUTION - TRI POWER SOURCE ! FIRST SOURCE IS UTILITY ELECTRICAL GRID SECOND SOURCE IS AC BATTERY THIRD SOURCE IS PV 29.31A 240V 240V 76.8V THIS EQUIPMENT FED BY MULTIPLE SOURCES TOTAL RATING OF ALL OVERCURRENT DEVICES EXCLUDING MAIN POWER SUPPLY SHALL NOT EXCEED AMPACITY OF BUSBAR WARNING!705.12.B.3.3 INTERIOR OF ALL PANLEBOARDS WITH PV BREAKERS SOLAR ELECTRIC PV PANELS 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 690.56.C IDENTIFICATION OF POWER SOURCES ! 32 6 7 5 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-1 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER MODULE SPEC SHEETS 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-10 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-11 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-12 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-2 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER INVERTER SPEC SHEETS 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-3 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-4 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-5 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-6 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-7 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-8 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-9 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 Date: Job #:24‐00381 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave Jurupa Valley, CA 92509 Mobile: (909) 566‐0066 Email: SE@mcpe.group 3/1/24 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Magallom Residence 1105 Karen Ave Santa Ana , CA 92704 Designed in Accordance with CBC 2022, ASCE 7‐16 3/1/2024 4:39 PM 1 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents *Note: This engineering report is limited to the information presented to Engineer via plans, site information, photos, and written correspondence as provided by Client. On‐site structural observations and verification of site conditions are not included herein. Engineering for manufactured products such as photovoltaic modules or racking systems is excluded from this report. Please refer to the manufacturer's specifications, certifications, and pre‐engineered packages for product engineering. Installations of solar modules and related equipment must be performed in accordance with manufacturer recommendations, local codes, local regulations, industry best practices, and applicable safety standards. Owner and/or Contractor shall notify Engineer should any damage, deterioration, or discrepancies between current condition of the structure or otherwise as this letter describes before proceeding with construction. This letter applies only to regions of the structure where solar modules will be supported and the supporting elements. 3/1/2024 4:39 PM 2 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 Location: 1105 Karen Ave Santa Ana , CA 92704 Existing Structure Info: Number of Stories = 1 Aroof =1400 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: Latitude = Longitude = Ss = 1.326 S1 = 0.474 Exposure Category = B Ult. Wind Speed = 110 m.p.h. P.V. Array Info: Model = CS6R‐400MS‐HL [BLK] Height of Panel = 67.80 in. Width of Panel = 44.60 in. Area of Panel = 21.0 ft.2 Number of New Panels = 11 Number of Exis. Panels = 0 Total Area of Array = 231.0 ft.2 Spacing of Anchors =6.0 ft. max. on cente rows of racks per panel =2 Panel Tilt = 7‐27 deg 33.733207 ‐117.929401 Project Info 3/1/2024 4:39 PM 3 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 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 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 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 = 2.7 p.s.f.weight of panels including rack system DLr1_proposed =10.7 p.s.f.Proposed Roof Dead Load (applied to top only) DLr2_proposed =12.7 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) =39.2 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) =35.2 kips Proposed Load Demand Gravity Loads 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 Wprop - W ex =‐10.17% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK!Wex 3/1/2024 4:39 PM 4 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 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 =0.81 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) =0.54 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 Shea Wexisting =14.0 kips Weight of Existing Structure Wpanels =0.6 kips Weight of Proposed Panels Vexisting = Cs W existing =2.3 kips Roof Level Shear of Existing Structure Vpanels = Cs W panels =0.1 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn)x = 4.52% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 3/1/2024 4:39 PM 5 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7‐16) Vult =110 mph Kzt =1.00 (sec 26.8.2)h = 15 ft Exposure Category = B Kz = 0.57 (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 V2 qh =15.01 (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 =0.94 (fig 29.4‐7)hpt =0 γa =0.71 (fig 29.4‐8)γp =0.9 (fig 29.4‐7)ω =0.00 deg (panel tilt) GPp =‐2 uplift GCrm =1.4 uplift p = qh (GPp) γE γa (eq 29.4‐7)p = qh (GCrn) γE γC γp (eq 29.4‐6) p =‐31.9 p.s.f.p =26.6 p.s.f. Check Anchorage to Existing Structur 0.6DL ‐ 0.6W controlling load combination (eq. 16‐15 for ASD) DL = 2.7 p.s.f.dead load of panel (including rack system) W = 31.9 p.s.f.wind load normal to face of panel Arealag =17.0 sq. ft.area tributary to each anchor SPanc =6.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) =296.5 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 W lag =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 withdrawal on anchor Puplift Pallow Anchorage =USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Wind Uplift Anchorage Flush Mounted Panels ‐ ASCE Section 29.4.4 (where applicable) Flat Roof Panels ‐ ASCE Section 29.4.3 (where applicable) =0.17 < 1.00 Anchor is OK! 3/1/2024 4:39 PM 6 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 Gravity Loads: DEMAND DECREASED BY 10.17% = OK! Lateral Loads: DEMAND INCREASED BY 4.52% < 10% = OK! Anchorage: DEMAND OF 296.5LB. < 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 ARRA ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 3/1/2024 4:39 PM 7 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 ( ) r � /.-··< > 7' ,.,,.. I .,• �j:: >> � (. / I l . ,,,,.,. --�.,,,,, /' .... -.. I / I I . I \ 1.)•.• I /�e Magallon Levion Construction LLC Contractors License #1096696 1168 N. Grove st, Anaheim, CA 92806 To whom it may concern; I authorize Levi on Construction to install and pull a solar permit for my property located at 1105 S Karen Ave. Santa Ana, CA 92704 Thank you, �;;r� 1105 S Karen Ave 8/22/2024 1105 S Karen Ave 8/22/2024 1105 S Karen Ave 8/22/2024 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC 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 1105 S Karen Ave 8/22/2024 116'-8" 63 ' -3 " 117'-3" 63 ' -2 " 44'-7"7' - 5 " 25'-7" 17 ' - 7 " SATELLITE VIEW SCALE: NTS SCALE: NTS COVER SHEET SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS CS DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , C A , 9 2 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER PHOTOVOLTAIC ROOF MOUNT SYSTEM 11 MODULES-ROOF MOUNTED - 4.400 KW DC, 4.019 KW AC, 1105 S KAREN AVE, SANTA ANA, CA 92704 2 CS 3 CS N GENERAL NOTES: a. INSTALLATION OF SOLAR PHOTOVOLTAIC SYSTEM SHALL BE IN ACCORDANCE WITH CEC AND ALL OTHER APPLICABLE CEC CODES WHERE NOTED OR EXISTING. b. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL COMPLY WITH CEC. c. ALL CONDUCTORS, INCLUDING THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE IN ACCORDANCE WITH CEC d. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE; THIS SYSTEM IS UTILITY INTERACTIVE PER UL 1741. e. ALL DC WIRES SHALL BE SIZED ACCORDING TO CEC f. DC CONDUCTORS SHALL BE WITHIN PROTECTED RACEWAYS g. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL JURISDICTIONAL BUILDING CODE. h. PV MODULES TO BE RATED UL 1703 CLASS C FIRE RATING OR BETTER. i. ALL EQUIPMENT TO BE CERTIFIED BY A NATIONAY RECOGNIZED TESTING LABORATORY. j. A 36" WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING. k. PV ARRAYS SHALL BE LOCATED AT LEAST 2H2 (2 TIMES THE MAXIMUM HEIGHT OF THE MODULES ABOVE ROOF DECK) FROM THE ROOF EDGE, A GABLE RIDGE OR A HIP RIDGE. (ASCE 7-16 – 29.4.4) l. MODULES ARE TO BE AT 2” MINIMUM AND 10” MAXIMUM FROM THE ROOF DECK. (ASCE 7-16 – 29.4.4) SYSTEM SIZE: 4.400 kW DC 4.019 kW AC MODULE TYPE & AMOUNT: (11) CANADIAN SOLAR CS6R-400MS-HL [BLK] MODULE DIMENSIONS: (L/W/H) 67.80"/44.60"/1.38" MICRO-INVERTER: (11) ENPHASE ENERGY IQ8PLUS-72-2-US [240V] BATTERY: (1) ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP INTERCONNECTION METHOD: BACKFEED IN MSP UTILITY COMPANY: SCE PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SCALE: 15/256" = 1'-0" 1 PLOT PLAN CS SHEET INDEX CS COVER SHEET A1.0 SITE PLAN A2.0 MOUNTING DETAILS E1.0 NOTES E2.0 ELECTRICAL LINE DIAGRAM P1.0 WARNING LABELS SS1+ EQUIPMENT SPECIFICATIONS NEW EXTERIOR MAIN SERVICE PANEL & POINT OF INTERCONNECTION TIED TO EXTERIOR UTILITY METER IN THE SAME LOCATION AS OLD MSP FENCE ROOF ACCESS POINT DR I V E W A Y NOTE -NO ACTIVE FIRE SPRINKLER. -NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM -DO NOT COVER MECHANICAL AND PLUMBING VENTS ON THE ROOF WITH SOLAR PV PANELS. -A ROOF ACCESS POINT SHOULD BE PROVIDED THAT DOES NOT PLACE A GROUND LADDER OVER AN OPENING SUCH AS A WINDOW OR DOOR. LOCATED AT A SOLID POINT IN THE BUILDING CONSTRUCTION AND IN THE LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES, OR SIGNS. EXISTING SHED DETACHED STRUCTURE NO ELECTRICAL "NOTE- ALL ROOF PENETRATIONS WILL BE SEALED AND MADE WEATHER TIGHT WITH APPROVED MATERIALS. NOTE- THERE IS NO OBSTRUCTION OR INTERFERENCE WITH THE FUNCTION OF PLUMBING VENTS OR MECHANICAL EQUIPMENT, WITH A 6 INCH MINIMUM OF SEPARATION. THERE WILL BE NO OBSTRUCTIONS AND MINIMUM CLEARANCES IS MAINTAINED." ROOF ACCESS POINT SCOPE OF WORK- INSTALLATION OF FLUSH ROOF MOUNTED SOLAR PV SYSTEM 4.400 KW DC, 4.019 KW AC INCLUDES 11 MODULES AND 11 ENPHASE MICROINVERTERS, IQ COMBINER, AC DISCONNECT, IQ CONTROLLER, NEW SUB PANEL AND INSTALLATION OF BATTERY. ESS SYSTEM: NUMBER AND TYPE ESS UNIT(S): 1 X (N) ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP, 5 KWH, 3.84 KVA, EXISTING - 0 ESS UNIT(S) CAPACITY (KWH/UNIT): NEW - 5 KWH/PER LI-ION. EXISTING - 0 OUTDOORS ON EXTERIOR WALLS: 1 UNIT AT 5 KWH TOTAL = 5.00KWH A SINGLE, VISIBLE-OPEN, LOCKABLE AC DISCONNECT SHALL BE WITHIN THREE FEET OF THE METER ON THE EXTERIOR OF THE BUILDING PER FIRE CODE (15.24.025 AMENDMENTS TO THE CALIFORNIA ELECTRICAL CODE) DIG ALERT (811) IS TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216 WILL BE FOLLOWED, PRIOR TO ANY EXCAVATION TAKING PLACE. PV SYSTEM SHALL NOT OBSTRUCT OR INTERFERE WITH THE FUNCTION OF VENTS OR MECHANICAL EQUIPMENT; MIN 6” SEPARATION REQUIRED (CMC 304.1, CPC 906, SPG PART 5 SECT. 8), OR ENGINEER DESIGN IS REQUIRED (CPC 301.5). SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN ROOF #1 (02) CANADIAN SOLAR CS6R-400MS-HL [BLK] SLOPE: 14° AZIM.: 180° 11 0 5 S K A R E N A V E FR O N T O F H O U S E MAIN HOUSE 1 STORY GOVERNING CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES 1. 2022 CALIFORNIA ELECTRICAL CODE 2. 2022 CALIFORNIA FIRE CODE 3. 2022 CALIFORNIA BUILDING CODE 4. 2022 CALIFORNIA RESIDENTIAL CODE 5. 2022 CALIFORNIA ENERGY CONSERVATION CODE 6. 2022 CALIFORNIA EXISTING BUILDING CODE 7. 2022 CALIFORNIA MECHANICAL CODE 8. 2022 CALIFORNIA PLUMBING CODE 9. 2022 CALIFORNIA HISTORICAL BUILDING CODE 10. ANY OTHER LOCAL AMENDMENTS PR O P E R T Y LI N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE M ROOF #2 (04) CANADIAN SOLAR CS6R-400MS-HL [BLK] SLOPE: 14° AZIM.: 90° ROOF #3 (05) CANADIAN SOLAR CS6R-400MS-HL [BLK] SLOPE: 14° AZIM.: 270° FENCE 11 ' - 11 " 11'-11" 8' - 1 1 " 17'-1" IF EXISTING UFER NOT FOUND, REQ'D 5/8" DIA. GROUND ROD,8'-0" MIN EMBEDMENT AND REQ'D 6'-0" APART BTWN TWO GROUNDINGS. STRUCTURAL ONLY Bldg#: 10112002 Elec#: 20183391 Approvals: Elec: M Smith 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS A1.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER SITE PLAN MODULE, ARRAY WEIGHT (LOAD CALC'S) Number of Modules 11 EACH Module Weight 49.4 LBS Total Module (Array) Weight 543.40 LBS Number of Attachment point 22 EACH Mounting System Weight (Per Module)1.5 LBS Mounting System Weight 33 LBS Total System Weight (Total Module Weight + Mounting System Weight)576.4 LBS Weight at Each Attachment Point (Array Weight / Number of Attachment Point)24.70 LBS Module Area (67.80"x44.60")20.99 SqFt Total Array Area 230.89 SqFt Distributed Load (Total System Weight / Total Array Area)2.50 Per SqFt Total Roof Area 1455 SqFt EXISTING SOLAR AREA 0 SqFt TOTAL SOLAR AREA 231 SqFt Total Percentage or Roof Covered Total Array Area / Total Roof Area)*100 15.87 % = ATTACHMENT POINTS = RAFTERS = RACKING SYSTEM = EXTERIOR RUN = CONDUIT ROOF TOP JUNCTION BOX SYSTEM LEGEND M AC C NEW PHOTOVOLTAIC UTILITY DISCONNECT SWITCH. NEW DEDICATED PV SYSTEM COMBINER PANEL. = ROOF OBSTRUCTIONS = FIRE PATHWAY NEW EXTERIOR MAIN SERVICE PANEL TIED TO EXTERIOR UTILITY METER. 11 NEW CANADIAN SOLAR CS6R-400MS-HL [BLK] BLACK MODULES WITH 11 NEW ENPHASE ENERGY IQ8PLUS-72-2-US [240V] MICRO-INVERTERS, MOUNTED ON THE BACK OF EACH MODULES. ROOF SECTIONS SCALE: 3/32" = 1'-0" 1 SITE PLAN A1.0 ROOF #01 MODULE - 02 SLOPE - 14° AZIMUTH - 180° MATERIAL - COMP SHINGLES RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. S NEW SUB PANEL. NOTE: CONTRACTOR IS RESPONSIBLE ON WATER PROOFING AND TO FIELD VERIFY ALL ASSUMPTIONS LISTED ON THE PLANS PRIOR TO INSTALLATIONS. NOTE: THE DESIGN WIND PRESSURES FOR ROOF TOP SOLAR PANELS LOCATED ON ENCLOSED OR PARTIALLY ENCLOSED BUILDINGS OF ALL HEIGHTS,WITH PANELS PARALLEL TO THE ROOF SURFACE,WITH A TOLERANCE OF 2°AND WITH A MAXIMUM HEIGHT ABOVE THE ROOF SURFACE,H2,NOT EXCEEDING 10IN.A MINIMUM GAP OF 0.25IN.(6.4MM)SHALL BE PROVIDED BETWEEN ALL PANELS,WITH THE SPACING OF GAPS BETWEEN PANELS NOT EXCEEDING 6.7FT(2.04M).IN ADDITION,THE ARRAY SHALL BE LOCATED AT LEAST 2*H2 FROM THE ROOF EDGE,A GABLE RIDGE,OR A HIP RIDGE. 1 STORY HOUSE ROOF MATERIAL - COMP SHINGLES N 11 0 5 S K A R E N A V E FR O N T O F H O U S E SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN = ENPHASE BATTERYEB M TH E M A X I M U M G A P B E T W E E N MO U N T I N G P O I N T I S 7 2 " ESS EQUIPMENT SHALL BE LOCATED 3' FROM ALL WINDOWS AND DOORS DIRECTLY ENTERING THE HOME . 72 " ESS NOT SUBJECT TO VEHICULAR IMPACT PV SYSTEM SHALL NOT OBSTRUCT OR INTERFERE WITH THE FUNCTION OF VENTS OR MECHANICAL EQUIPMENT; MIN 6”SEPARATION REQUIRED (CMC 304.1, CPC 906, SPG PART 5 SECT. 8), OR ENGINEER DESIGN IS REQUIRED (CPC 301.5). 18 " F I R E S E T B A C K 18 " F I R E S E T B A C K 36" P A T H W A Y 18" FIRE SETBACK 18" FIRE SETBACK 18" F I R E S E T B A C K 18" F I R E S E T B A C K 18" F I R E S E T B A C K 18" F I R E S E T B A C K 36" PATHWAY EB AC C ROOF #01 RO O F # 0 2 RO O F # 0 3 ROOF #02 MODULE - 04 SLOPE - 14° AZIMUTH - 90° MATERIAL - COMP SHINGLES RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. ROOF #03 MODULE - 05 SLOPE - 14° AZIMUTH - 90° MATERIAL - COMP SHINGLES RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. = IQ CONTROLLERIQ RSD = RAPID SHUTDOWN SWITCH SIQ RSD NOTE- RSD WITHIN 3' OF MAIN SERVICE PANEL 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS A2.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , C A , 9 2 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER MOUNT DETAIL GENERAL STRUCTURAL NOTES: 1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING THE EVEREST CROSS RAIL 44X WITH EVEREST SPLICE FOOT XL. THE MOUNTING FEET ARE TO BE SPACED AS SHOWN IN THE DETAILS. SCALE: NTS 1 ATTACHMENT DETAIL VIEW A2.0 BILL OF MATERIALS COMPONENT QTY DESCRIPTION SOLAR PV MODULE 11 CANADIAN SOLAR CS6R-400MS-HL [BLK] (400W)MODULES MICRO-INVERTER 11 ENPHASE ENERGY IQ8PLUS-72-2-US [240V] ATTACHMENT 22 EVEREST SPLICE FOOT XL RAILS 7 EVEREST CROSS RAIL 44X RAIL SPLICE 2 SPLICE KIT MID CLAMPS 14 MID CLAMPS END CLAMPS 16 END CLAMPS GROUNDING LUG 5 GROUNDING LUG LAG BOLT 22 LAG BOLT RAIL BOLT / NUTS 22 RAIL BOLT / NUTS FLASHING 22 FLASHING BATTERIES 1 ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP IQ SYSTEM CONTROLLER 1 IQ SYSTEM CONTROLLER 3 SC200D111C240US01 STRUCTURAL CRITERIA, NOTES DESIGN LOAD STANDARD: ASCE 7-16 WIND EXPOSURE CATEGORY: B WIND SPEED (5-SEC GUST) :110MPH GROUND SNOW LOAD: 0 PSF DESIGN ROOF SNOW LOAD: 0 PSF SEISMIC DESIGN CATEGORY: C SEISMIC RISK FACTOR: II LIVE LOAD = 20PSF 1 STORY HOUSE ROOF MATERIAL - COMP SHINGLES 1 LAYER OF COMP SHINGLES SLOPE - 14° MODULES ARE TO BE AT 2” MINIMUM AND 10” MAXIMUM FROM THE ROOF DECK. (ASCE 7-16 – 29.4.4) PV MODULE 2"X4" RAFTER S @ 24" O.C. 4" EVEREST SPLICE FOOT XL EVEREST CROSS RAIL 44X 5/16" X 5" SS LAG BOLT INTO RAFTERS 3 1/4" MIN. PENETRATION W/ ROOF SEALANT, TYP. 1.25" 1.25" ATTACHMENT POINT (E) COMPOSITION SHINGLE 2. UNLESS NOTED OTHERWISE, MOUNTING ANCHORS SHALL BE 5/16" X 5" SS LAG BOLT 3-1/4"MIN. PENETRATION INTO RAFTERS OR FOUR TO SIX SELF-TAPPING SCREWS INTO ROOF DECKING W/ROOF SEALANT. 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS E1.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER NOTES NOTES NOTE:- (1) ENCHARGE BATTERY SYSTEM ENERGY CAPACITY SHALL BE SIZED TO SUPPLY ALL DESIRED LOADS DURING AN OUTAGE. POWER CAPACITY OF THE ENCHARGE BATTERY SYSTEM SHALL BE CAPABLE OF SUPPLYING THE LARGEST LOAD ON SITE, PER 2022 CEC 710.15(A) & CEC 710.15(E). (2) ENCHARGE BATTERY STORAGE DISCONNECT SHALL BE SECURED USING AN EATON TYPE-BR CIRCUIT BREAKER HOLD DOWN KIT #BRHDK125 (3) DISTANCE BETWEEN ENPOWER AND ENCHARGE SHOULD BE LESS THEN 5' ELSE AN AC DISCONNECT WILL BE REQUIRED (4) INSTALLER TO VERIFY HOW ENCLOSURE ARE COUPLED TOGETHER VIA CHASE NIPPLE/ CONDUIT 1.AFCI PROTECTION IS REQUIRED WHEN LOADS ARE RELOCATED MORE THAN 6' [210.12(D)]. 2.THE PV BREAKER SHALL BE AT THE FURTHEST POSITION AWAY FROM THE MAIN BREAKER [CEC 705.12(B)(2)(3)(B)]. 3.PV BREAKER(S) MAY CONNECT AT EITHER END, BUT NOT BOTH ENDS, OF A CENTER-FED PANEL [CEC 705.12(B)(2)(3)(D)]. 4.THE BACK-FED BREAKER SHALL BE SECURED IN PLACE BY AN ADDITIONAL FASTENER PER SECTION [408.36 (D)]. 5.VERIFY UFER OR ADD GROUND RODS (MIN. 2) SPACED A MIN. 6' APART (CEC 250). 6.BOND COLD WATER AND GAS LINES TO GROUNDING ELECTRODE CONDUCTOR PER [CEC 250.105(A)&(B)]. 7.PANEL MODIFICATIONS REQUIRE A 3RD/ PARTY FIELD EVALUATION, TO RECERTIFY THE MODIFIED PANEL. THE EVALUATION REPORT IS TO BE GIVEN TO THE INSPECTOR AT TIME OF INSPECTION. IF UNABLE TO RECERTIFY A NEW PANEL WILL BE REQUIRED. 1.THIS SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES (MENTIONED ON PAGE1) INCLUDING:UL STANDARD 1741,AND THE MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. 2.ALL WORK TO COMPLY WITH CEC 3.UTILITY SHALL BE NOTIFIED BEFORE ACTIVATION OF PV 4.REMOVAL OF A UTILITY-INTERACTIVE MICRO-INVERTER OR OTHER EQUIPMENT SHALL NOT SYSTEM DISCONNECT THE BUILDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PV SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTOR 5.ALL PV SYSTEM COMPONENTS SHALL BE LISTED BY A RECOGNIZED TESTING 6.WIRING MATERIALS SHALL COMPLY WITH MAXIMUM CONTINUOUS CURRENT OUTPUT AGENCY AT 25° C; WIRE SHALL BE WET RATED AT 90°C 7.EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS ON THE ROOF WILL BE USE-2 OR PV TYPE WIRE. 8.ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS 9.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS 10.FOR UNGROUNDED SYSTEMS, THE PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS SHALL BE PROVIDED WITH A GROUND-FAULT PROTECTION DEVICE OR SYSTEM THAT DETECTS A GROUND FAULT, INDICATES THAT FAULT HAS OCCURED, AND AUTOMATICALLY DISCONNECTS ALL CONDUCTORS OR CAUSES THE MICRO-INVERTER TO AUTOMATICALLY CEASE SUPPLYING POWER TO OUTPUT CIRCUITS (CEC 690.35(C)) 11.ANY REQUIRED GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT (CEC 250.64C) 12.ALL PV MODULES AND ASSOCIATED EQUIPMENT SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE 13.ALL FIELD-INSTALLED JUNCTION, PULL, AND OUTLET BOXES LOCATED BEHIND MODULES SHALL BE ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF A MODULE SECURED BY REMOVABLE FASTENERS 14.FOR GROUNDED SYSTEMS, THE MICRO-INVERTER IS EQUIPPED WITH GROUND FAULT PROTECTION AND A GFI FUSE PORT FOR GROUND FAULT INDICATION 15.WHEN BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, THE BREAKERS SHALL NOT READ "LINE AND LOAD" 16.THE INSTALLED SOLAR SYSTEM HAS A DISTRIBUTED WEIGHT OF LESS THAN 4 PSF 17.THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN 45 LBS 19.THE WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL 18.AC DISCONNECT IS A "KNIFE BLADE" TYPE DISCONNECT AS THE NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED 20.THE PHOTOVOLTAIC MICRO-INVERTER WILL BE LISTED AS UL 1741 21.SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED COMPLIANT ONTO THE EXISTING DWELLING AS PER THE 2022 CRC. THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME; OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. (CRC R314, R315) 22.SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER CRC SECTIONS R314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE FIELD. 23.WHEN APPLYING THE 120% RULE OF CEC 705.12(D)(2), THE SOLAR BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUS FROM THE MAIN BREAKER PER 705.12(D)(7) 24.PLUMBING AND MECHANICAL VENTS THROUGH THE ROOF SHALL NOT BE COVERED BY SOLAR MODULES - NO BUILDING, PLUMBING, OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED 25.EXISTING UFER. IF THERE IS NO UFER,INSTALL (2) NEW 5/8"X8' GROUND ROD 6' APART.WATER BOND <5' FROM BLDG ENTRANCE. #4 AWG GEC TO BOND GROUND ROD AND WATER PIPE. SPLICES SHALL BE IRREVERSIBLE CRIMPED 26.PLAQUES SHALL BE METAL OR PLASTIC, WITH ENGRAVED OR MACHINE PRINTED LETTERS, OR ELECTRO-PHOTO PLATING, IN A CONTRASTING COLOR TO THE PLAQUE-PLACARD IS TWO COLOR/RED FACE-WHITE CORE ENGRAVED PLASTIC. PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS.PLAQUE AT MSP 27. THE PV DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION EITHER ON THE OUTSIDE OF A BUILDING OR STRUCTURE OR INSIDE NEAREST THE POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS. A SINGLE, VISIBLE-OPEN, LOCKABLE AC DISCONNECT SHALL BE WITHIN THREE FEET OF THE METER ON THE EXTERIOR OF THE BUILDING. 1 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS E1.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER NOTES NOTES NOTE:- (1) ENCHARGE BATTERY SYSTEM ENERGY CAPACITY SHALL BE SIZED TO SUPPLY ALL DESIRED LOADS DURING AN OUTAGE. POWER CAPACITY OF THE ENCHARGE BATTERY SYSTEM SHALL BE CAPABLE OF SUPPLYING THE LARGEST LOAD ON SITE, PER 2022 CEC 710.15(A) & CEC 710.15(E). (2) ENCHARGE BATTERY STORAGE DISCONNECT SHALL BE SECURED USING AN EATON TYPE-BR CIRCUIT BREAKER HOLD DOWN KIT #BRHDK125 (3) DISTANCE BETWEEN ENPOWER AND ENCHARGE SHOULD BE LESS THEN 5' ELSE AN AC DISCONNECT WILL BE REQUIRED (4) INSTALLER TO VERIFY HOW ENCLOSURE ARE COUPLED TOGETHER VIA CHASE NIPPLE/ CONDUIT 1.AFCI PROTECTION IS REQUIRED WHEN LOADS ARE RELOCATED MORE THAN 6' [210.12(D)]. 2.THE PV BREAKER SHALL BE AT THE FURTHEST POSITION AWAY FROM THE MAIN BREAKER [CEC 705.12(B)(2)(3)(B)]. 3.PV BREAKER(S) MAY CONNECT AT EITHER END, BUT NOT BOTH ENDS, OF A CENTER-FED PANEL [CEC 705.12(B)(2)(3)(D)]. 4.THE BACK-FED BREAKER SHALL BE SECURED IN PLACE BY AN ADDITIONAL FASTENER PER SECTION [408.36 (D)]. 5.VERIFY UFER OR ADD GROUND RODS (MIN. 2) SPACED A MIN. 6' APART (CEC 250). 6.BOND COLD WATER AND GAS LINES TO GROUNDING ELECTRODE CONDUCTOR PER [CEC 250.105(A)&(B)]. 7.PANEL MODIFICATIONS REQUIRE A 3RD/ PARTY FIELD EVALUATION, TO RECERTIFY THE MODIFIED PANEL. THE EVALUATION REPORT IS TO BE GIVEN TO THE INSPECTOR AT TIME OF INSPECTION. IF UNABLE TO RECERTIFY A NEW PANEL WILL BE REQUIRED. 1.THIS SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES (MENTIONED ON PAGE1) INCLUDING:UL STANDARD 1741,AND THE MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. 2.ALL WORK TO COMPLY WITH CEC 3.UTILITY SHALL BE NOTIFIED BEFORE ACTIVATION OF PV 4.REMOVAL OF A UTILITY-INTERACTIVE MICRO-INVERTER OR OTHER EQUIPMENT SHALL NOT SYSTEM DISCONNECT THE BUILDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PV SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTOR 5.ALL PV SYSTEM COMPONENTS SHALL BE LISTED BY A RECOGNIZED TESTING 6.WIRING MATERIALS SHALL COMPLY WITH MAXIMUM CONTINUOUS CURRENT OUTPUT AGENCY AT 25° C; WIRE SHALL BE WET RATED AT 90°C 7.EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS ON THE ROOF WILL BE USE-2 OR PV TYPE WIRE. 8.ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS 9.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS 10.FOR UNGROUNDED SYSTEMS, THE PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS SHALL BE PROVIDED WITH A GROUND-FAULT PROTECTION DEVICE OR SYSTEM THAT DETECTS A GROUND FAULT, INDICATES THAT FAULT HAS OCCURED, AND AUTOMATICALLY DISCONNECTS ALL CONDUCTORS OR CAUSES THE MICRO-INVERTER TO AUTOMATICALLY CEASE SUPPLYING POWER TO OUTPUT CIRCUITS (CEC 690.35(C)) 11.ANY REQUIRED GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT (CEC 250.64C) 12.ALL PV MODULES AND ASSOCIATED EQUIPMENT SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE 13.ALL FIELD-INSTALLED JUNCTION, PULL, AND OUTLET BOXES LOCATED BEHIND MODULES SHALL BE ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF A MODULE SECURED BY REMOVABLE FASTENERS 14.FOR GROUNDED SYSTEMS, THE MICRO-INVERTER IS EQUIPPED WITH GROUND FAULT PROTECTION AND A GFI FUSE PORT FOR GROUND FAULT INDICATION 15.WHEN BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, THE BREAKERS SHALL NOT READ "LINE AND LOAD" 16.THE INSTALLED SOLAR SYSTEM HAS A DISTRIBUTED WEIGHT OF LESS THAN 4 PSF 17.THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN 45 LBS 19.THE WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL 18.AC DISCONNECT IS A "KNIFE BLADE" TYPE DISCONNECT AS THE NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED 20.THE PHOTOVOLTAIC MICRO-INVERTER WILL BE LISTED AS UL 1741 21.SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED COMPLIANT ONTO THE EXISTING DWELLING AS PER THE 2022 CRC. THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME; OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. (CRC R314, R315) 22.SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER CRC SECTIONS R314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE FIELD. 23.WHEN APPLYING THE 120% RULE OF CEC 705.12(D)(2), THE SOLAR BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUS FROM THE MAIN BREAKER PER 705.12(D)(7) 24.PLUMBING AND MECHANICAL VENTS THROUGH THE ROOF SHALL NOT BE COVERED BY SOLAR MODULES - NO BUILDING, PLUMBING, OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED 25.EXISTING UFER. IF THERE IS NO UFER,INSTALL (2) NEW 5/8"X8' GROUND ROD 6' APART.WATER BOND <5' FROM BLDG ENTRANCE. #4 AWG GEC TO BOND GROUND ROD AND WATER PIPE. SPLICES SHALL BE IRREVERSIBLE CRIMPED 26.PLAQUES SHALL BE METAL OR PLASTIC, WITH ENGRAVED OR MACHINE PRINTED LETTERS, OR ELECTRO-PHOTO PLATING, IN A CONTRASTING COLOR TO THE PLAQUE-PLACARD IS TWO COLOR/RED FACE-WHITE CORE ENGRAVED PLASTIC. PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS.PLAQUE AT MSP 27. THE PV DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION EITHER ON THE OUTSIDE OF A BUILDING OR STRUCTURE OR INSIDE NEAREST THE POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS. A SINGLE, VISIBLE-OPEN, LOCKABLE AC DISCONNECT SHALL BE WITHIN THREE FEET OF THE METER ON THE EXTERIOR OF THE BUILDING. 1 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS E2.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS E2.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER ELECTRICAL LINE DIAGRAM NOTE :- MAIN PANEL SCHEDULE AND LOAD CALCULATION ON PREVIOUS PAGE AC OUTPUT CURRENT NOMINAL AC VOLTAGE 240V 13.31A THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) ENPHASE Q CABLE TO BE ATTACHED TO RAIL MIN. 3-1/2" ABOVE ROOF SURFACE SYSTEM NOTES: 1.ENPHASE IQ7 / IQ8 SERIES MICROINVERTERS DO NOT REQUIRE GROUNDING ELECTRODE CONDUCTORS OR EQUIPMENT GROUNDING CONDUCTORS. THE MICROINVERTERS ITSELF HAS CLASS II DOUBLE-INSULATED RATING, WHICH INCLUDES GROUND FAULT PROTECTION. 2.ENPHASE Q CABLE HAS NO NEUTRAL WIRE - (2 WIRE DOUBLE INSULATED CABLING) 3.MODULES ARE BONDED TO RAIL USING ILSCO/SWH INTEGRATED GROUNDING. 4.RAILS ARE BONDED WITH UL 2703 RATED LAY-IN LUGS 5.SYSTEM IS UNGROUNDED 6.BARE COPPER IS TRANSITIONED TO THHN/THWN-2 VIA IRREVERSIBLE CRIMP; GEC TO BE CONTINUOUS PER CEC 250.64(C) 7.SUB-BRANCHES ARE CENTER-FED AT JBOX TO MAKE ONE TOTAL BRANCH CIRCUIT. 8.ENPHASE IQ ENVOY INSIDE IQ COMBINER REQUIRES A NEUTRAL TO BE LANDED AT THE NEUTRAL BUSS AT MAIN PANEL PER ENPHASE INSTALLATION INSTRUCTIONS. 9.ENPHASE MICROINVERTERS ARE ALL RAPID SHUTDOWN READY 10.JUNCTION BOX TO BE READILY ACCESSIBLE AMBIENT TEMP (HIGH TEMP 2%) RECORD LOW TEMP CONDUIT HEIGHT ROOF TOP TEMP CONDUCTOR TEMPERATURE RATE 2° 35° 7/8" 57° 90° Rooftop conductor ampacities designed in compliance with art. 690.8, Tables 310.15(B)(2)(a), 310.15(B)(3)(a), 310.15(B)(3)(c), 310.15(B)(16), Chapter 9 Table 4, 5, & 9. Location specific temperature obtained from ASHRAE 2017 data tables MICRO-INVERTER SPECIFICATIONS MANUFACTURER MAX. POWER AT 40 C 60 VOLTS NOMINAL AC VOLTAGE 290 WATTS MAX. AC CURRENT 240 VOLTS MAX. OCPD RATING MAX. PANELS/CIRCUIT SHORT CIRCUIT CURRENT 1.21 AMPS 20 AMPS MAX. DC VOLT RATING 13 15 AMPS ENPHASE ENERGY IQ8 PLUS-72-2-US NOTE- PV BREAKER IS INSTALLED AT OPPOSITE END OF BUSBAR FROM THE MAIN BREAKER WIRE FROM - - ARRAY TO JUNCTION BOX CONDUIT PV WIRE COMBINER PANEL TO ACD TO IQ CONTROLLER 2 2 3 #12 WIRE TYPE 25A 35A 11 x NOC: 1.21 125%: x 1.25 = 16.64A #6 #8 #8 EGC THWN-2 THWN-2 WIRE TAG # WIRE QTY WIRE GAUGE: TEMP RATING: WIRE AMP TEMP DE-RATE: CONDUIT FILL: WIRE OCP: TERMINAL 75°C RATING: INVERTER QTY: STRING AMPS GRND SIZE GRND WIRE TYPE 1 3/4" EMT 3/4" EMT #102 3 ENPHASE TRUNK CABLE INCLUDES #12 GROUND JUNCTION BOX TO COMBINER PANEL IQ CONTROLLER TO ENCHARGE 2 #6 THWN-2311x1.21 x 1.25 = 16.64AIQ CONTROLLER TO MSP4 90°30A 0.96 0.80 20A MAXTRUNK CABLE 90°40A 1.00 30A MAX0.96THWN-23/4" EMT #1 11 x 1.21 1.25 =16.64 #2 0 x 1.21 1.25 =0.00 #3 0 x 1.21 1.25 =0.00 #4 0 x 1.21 1.25 =0.00 NOTE - ·JBOX HAVE A 3/16” (5MM) DRAINAGE HOLE AT THE LOWEST POINT OF THE ENCLOSURE PER UL50 9.7.2 IN ACCORDANCE WITH 7.3.3.3 AND CEC 314.15 ·DISCONNECT IS ON SAME SIDE OF THE FENCE AS SOLAR PV EQUIPMENT AS PER THE CEC 690.15 ·NEW ELECTRICAL SHALL BE LOCATED AT LEAST THREE (3) FEET FROM GAS METER OR GAS SHUT-OFF VALVES. CPC1208.7.1; CEC 110.26 ·THE NEW PV SYSTEM HAS EQUAL OR GREATER AIC RATING TO THE EXISTING ELECTRICAL SYSTEM. CEC 690.13(E) ·GROUNDED DC PV ARRAYS SHALL PROVIDED WITH DC GROUND-FAULT PROTECTION MEETING THE REQUIREMENTS OF 690.41(B)(1) AND (2) TO REDUCE FIRE HAZARDS ·ESS EQUIPMENT SHALL BE LOCATED 3' FROM ALL WINDOWS AND DOORS DIECTLY ENTERING THE HOME 11 x 1.21 x 1.25 = 16.64A BATTERY AC OUTPUT CURRENT 1 x 16 x 1.25 = 20.00A PV AC OUTPUT CURRENT PV MODULE RATING @ STC MANUFACTURER MAX. POWER-POINT CURRENT (IMP) MAX. POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) NOM. MAX. POWER AT STC (PMAX) MAX. SYSTEM VOLTAGE VOC TEMPERATURE COEFFICIENT CANADIAN SOLAR CS6R-400MS-HL [BLK] 12.99 AMPS 30.8 VOLTS 36.8 VOLTS 13.85 AMPS 400 WATT 1000V -0.26° %/°C 35A#10 90°40A 1.00 30A MAX0.96THWN-2 1-1/4" EMT G N (N) 200A M (E) LOADS 3 G L1L1 L2L2 11 MICRO-INVERTERS IN BRANCH CIRCUIT #1 TERMINATOR CAP ON LAST CABLE CONNECTOR AC TRUNK CABLE (TYP) L1 L2 N G NG M*IQ-Envoy 2 (E) LOADS I/0-1 Gen-I/0 GROUNDING TERMINAL GROUNDING ELECTRODE 20A NEUTRAL FROM 20A COMBINER PANEL CONTROL PCBA MAINS RELAY L2 L1 (E) LOADS (N) IQ SYSTEM CONTROLLER 3 SC200D111C240US01 NEMA 3R, 160A RATED, 240V G N LESS THAN 5' 2 NEUTRAL FORMING TRANSFORMER(40A) 12 AWG I/0-2 40A RSD ENPHASE ENCHARGE BATTERY BREAKER(20A) AC COMBINER BREAKER(20A) (N) 100A BOND EGC TO FACILITY GEC IRREVERSIBLE CRIMP OR EQUIVALENT EXISTING GROUNDING ELECTRODE SYSTEM AT LEAST TWO GROUNDING RODS WILL BE PROVIDED OR ONE GROUNDING ROD AND A UFER GROUNDGROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED PER CEC 250.66. 20A 1 (N)125A SUB-PANEL #2 AWG THWN-2 #8 AWG GROUND 1-1/4" EMT (N) BLADE TYPE NON-FUSIBLE AC DISCONNECT NEMA 3R 30A-2P 120/240VAC (VISIBLE, LOCKABLE, LABELED) RSD (RAPID SHUTDOWN SWITCH) NOTE- RSD WITHIN 3' OF MAIN SERVICE PANEL THE WIRE SIZE AND TYPE OF THE SERVICE FEEDING CONDUCTOR FOR THE MAIN SERVICE PANEL SHALL BE DETERMINED BY THE UTILITY PROVIDER ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE-PROTECTIVE DEVICE (SPD) PER SECTION 230.67 OF THE 2022 CALIFORNIA ELECTRICAL CODE TYPE 1 SPD 3 4 #2 115A90°THWN-2 115A 0.94A 1.00A 108.10A MAX AUTO TRANSFORMER (NFT) POINT OF INTERCONNECT, BACKFEED IN MSP, NEW 240V/225A BUSBAR RATING, MAIN SERVICE PANEL, SINGLE PHASE, WITH A 200A MAIN BREAKER UTILITY COMPANY - SCE (11) CANADIAN SOLAR CS6R-400MS-HL [BLK] MODULES (400W) AND (11) (ENPHASE ENERGY IQ8PLUS-72-2-US [240V]) MICROINVERTERS 240VAC, 1.21A MAX CEC WEIGHTED EFFICIENCY 97.0% NEMA 4R, UL LISTED, INTERNAL GFDI (N) JUNCTION BOX 600 V, NEMA 4 UL LISTED J-BOX TO BE READILY ACCESSIBLE METER # 222013-630173 PRODUCER STORAGE DEVICE(S) WILL NOT CAUSE THE HOST LOAD TO EXCEED ITS NORMAL PEAK DEMAND. NORMAL PEAK DEMAND IS DEFINED AS THE HIGHEST AMOUNT OF POWER REQUIRED FROM THE DISTRIBUTION SYSTEM BY PRODUCERS COMPLETE FACILITIES WITHOUT THE INFLUENCE OR USE OF THE ENERGY STORAGE DEVICE(S). (N)125A ENPHASE IQ ENVOY COMBINER 5 ENPHASE X-IQ-AM1-240-5 15A 1 X (N) ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP, NEMA 3R 240 VAC, 5 kWH, 3.84 kVA NOTE - 1 ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP ENERGY STORAGE HAS INTEGRATED 6 IQ8D-BAT MICROINVERTERS (MEETS CA RULE 21 (UL 1741-SB)) IF EXISTING UFER NOT FOUND, REQ'D 5/8" DIA. GROUND ROD,8'-0"MIN EMBEDMENT AND REQ'D 6'-0" APART BTWN TWO GROUNDINGS. BACKUP SUB PANEL LOAD SCHEDULE AND LOAD CALCULATION 2,3 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS P1.0 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER CAUTION WARNING LABELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY PROJECT ADDRESS 1105 S KAREN AVE, SANTA ANA, CA, 92704 N NOTE:-PLAQUES SHALL BE METAL OR PLASTIC, WITH ENGRAVED OR MACHINE PRINTED LETTERS, OR ELECTRO-PHOTO PLATING, IN A CONTRASTING COLOR TO THE PLAQUE-PLACARD IS TWO COLOR/RED FACE-WHITE CORE ENGRAVED PLASTIC. PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS.PLAQUE AT MSP IN JURISDICTION WHERE REQUIRED 1 S KAREN AVE CAUTION: MULTIPLE SOURCES OF POWER POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN 1.MAIN ELECTRIC SERVICE DISCONNECT 2.COMBINER 3.AC DISCONNECT 4.BATTERY 5.IQ CONTROLLER 6.RAPID SHUTDOWN SWITCH 7.SUB PANEL 4 LABEL SHOULD BE LOCATED AT MEP AT BATTERY SYSTEM DISCONNECT !! 706.15 DISCONNECTING MEANS 690.13 PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS. BATTERY STORAGE COMBINER BOX SUB PANEL !!690.13 PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS. ! 690.53 DC PV CIRCUITS AC DISCONNECT !!690.13 PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS. ! 705.20.8 PLACED AT ALL PV DISCONNECTS, IF THE DISCONNECT ONLY PARTIAL SHUTS DOWN THE SYSTEM IT WILL NEED TO BE LABELED ACCORDINGLY 690.56.C.2 ALL RAPID SHUTDOWN WITCHES THE LABEL SHALL BE REFLECTIVE, MAIN SERVICE PANEL 690.54 INTERACTIVE SYSTEM POINT OF INTERCONNECTION 705.20.8 PLACED AT ALL PV DISCONNECTS, IF THE DISCONNECT ONLY PARTIAL SHUTS DOWN THE SYSTEM IT WILL NEED TO BE LABELED ACCORDINGLY !705.12.B.3.2 INTERIOR OF ALL PANLEBOARDS WITH PV BREAKERS WARNING: PHOTOVOLTAIC POWER SOURCE DC/AC CONDUIT LABEL. MUST BE A REFLECTIVE STICKER. LABEL SHOULD BE LOCATED AT MEP LABEL SHOULD BE LOCATED AT COMBINER BOX SIGNAGE OR LABELING SPECIFICATIONS PER CEC690,CEC705,: REFLECTIVE,RED BACKGROUND WITH WHITE LETTERING,3/8" LETTER HEIGHT,ALL CAPITAL LETTERS, ARIAL OR SIMILAR FONT,WEATHER RESISTANT MATERIAL BATTERY SYSTEM RATED AC OUTPUT CURRENT - 16.00A PV SYSTEM RATED AC OUTPUT CURRENT - 13.31A BATTERY AND PV SYSTEM RATED AC OUTPUT VOLTAGE - 240V PV SYSTEM POWER PHASE - SINGLE EMERGENCY DISCONNECT FOR BATTERY SYSTEM WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION ENERGY STORAGE SYSTEM DISCONNECT NOMINAL ESS AC VOLTAGE MAXIMUM ESS DC VOLTAGE WARNING ELECTRICAL SHOCK HAZARD PV SYSTEM DISCONNECT PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PV SYSTEM DISCONNECT MAIN PV DISCONNECT RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM MAXIMUM AC OPERATING CURRENT MAXIMUM AC OPERATING VOLTAGE PV SYSTEM DISCONNECT MAIN PV DISCONNECT WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE ! CAUTION - TRI POWER SOURCE ! FIRST SOURCE IS UTILITY ELECTRICAL GRID SECOND SOURCE IS AC BATTERY THIRD SOURCE IS PV 29.31A 240V 240V 76.8V THIS EQUIPMENT FED BY MULTIPLE SOURCES TOTAL RATING OF ALL OVERCURRENT DEVICES EXCLUDING MAIN POWER SUPPLY SHALL NOT EXCEED AMPACITY OF BUSBAR WARNING!705.12.B.3.3 INTERIOR OF ALL PANLEBOARDS WITH PV BREAKERS SOLAR ELECTRIC PV PANELS 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 690.56.C IDENTIFICATION OF POWER SOURCES ! 32 6 7 5 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-1 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER MODULE SPEC SHEETS 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-10 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-11 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-12 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-2 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER INVERTER SPEC SHEETS 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-3 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-4 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-5 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-6 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-7 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-8 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 SHEET NAME SHEET SIZE SHEET NUMBER ANSI B 11" X 17" SIGNATURE WITH SEAL PROJECT NAME & ADDRESS SS-9 DATE: 1/17/2024 11 0 5 S K A R E N A V E SA N T A A N A , CA , 92 7 0 4 JO R G E M A G A L L O N R E S I D E N C E DESCRIPTION DATE REV REVISIONS INITIAL DESIGN 1/17/2024 00 LEVION CONSTRUCTION LLC 2020 IOWA AVE SUITE 103, RIVERSIDE, CA 92507 CONTRACTOR LIC#: #1096696 PHONE #: 951-554-2201 GENERAL B ZACHARY WINGER EQUIPMENT SHEET 1105 S Karen Ave 8/22/2024 Date: Job #:24‐00381 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave Jurupa Valley, CA 92509 Mobile: (909) 566‐0066 Email: SE@mcpe.group 3/1/24 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Magallom Residence 1105 Karen Ave Santa Ana , CA 92704 Designed in Accordance with CBC 2022, ASCE 7‐16 3/1/2024 4:39 PM 1 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents *Note: This engineering report is limited to the information presented to Engineer via plans, site information, photos, and written correspondence as provided by Client. On‐site structural observations and verification of site conditions are not included herein. Engineering for manufactured products such as photovoltaic modules or racking systems is excluded from this report. Please refer to the manufacturer's specifications, certifications, and pre‐engineered packages for product engineering. Installations of solar modules and related equipment must be performed in accordance with manufacturer recommendations, local codes, local regulations, industry best practices, and applicable safety standards. Owner and/or Contractor shall notify Engineer should any damage, deterioration, or discrepancies between current condition of the structure or otherwise as this letter describes before proceeding with construction. This letter applies only to regions of the structure where solar modules will be supported and the supporting elements. 3/1/2024 4:39 PM 2 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 Location: 1105 Karen Ave Santa Ana , CA 92704 Existing Structure Info: Number of Stories = 1 Aroof =1400 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: Latitude = Longitude = Ss = 1.326 S1 = 0.474 Exposure Category = B Ult. Wind Speed = 110 m.p.h. P.V. Array Info: Model = CS6R‐400MS‐HL [BLK] Height of Panel = 67.80 in. Width of Panel = 44.60 in. Area of Panel = 21.0 ft.2 Number of New Panels = 11 Number of Exis. Panels = 0 Total Area of Array = 231.0 ft.2 Spacing of Anchors =6.0 ft. max. on cente rows of racks per panel =2 Panel Tilt = 7‐27 deg 33.733207 ‐117.929401 Project Info 3/1/2024 4:39 PM 3 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 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 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 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 = 2.7 p.s.f.weight of panels including rack system DLr1_proposed =10.7 p.s.f.Proposed Roof Dead Load (applied to top only) DLr2_proposed =12.7 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) =39.2 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) =35.2 kips Proposed Load Demand Gravity Loads 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 Wprop - W ex =‐10.17% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK!Wex 3/1/2024 4:39 PM 4 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 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 =0.81 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) =0.54 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 Shea Wexisting =14.0 kips Weight of Existing Structure Wpanels =0.6 kips Weight of Proposed Panels Vexisting = Cs W existing =2.3 kips Roof Level Shear of Existing Structure Vpanels = Cs W panels =0.1 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn)x = 4.52% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 3/1/2024 4:39 PM 5 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7‐16) Vult =110 mph Kzt =1.00 (sec 26.8.2)h = 15 ft Exposure Category = B Kz = 0.57 (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 V2 qh =15.01 (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 =0.94 (fig 29.4‐7)hpt =0 γa =0.71 (fig 29.4‐8)γp =0.9 (fig 29.4‐7)ω =0.00 deg (panel tilt) GPp =‐2 uplift GCrm =1.4 uplift p = qh (GPp) γE γa (eq 29.4‐7)p = qh (GCrn) γE γC γp (eq 29.4‐6) p =‐31.9 p.s.f.p =26.6 p.s.f. Check Anchorage to Existing Structur 0.6DL ‐ 0.6W controlling load combination (eq. 16‐15 for ASD) DL = 2.7 p.s.f.dead load of panel (including rack system) W = 31.9 p.s.f.wind load normal to face of panel Arealag =17.0 sq. ft.area tributary to each anchor SPanc =6.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) =296.5 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 W lag =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 withdrawal on anchor Puplift Pallow Anchorage =USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Wind Uplift Anchorage Flush Mounted Panels ‐ ASCE Section 29.4.4 (where applicable) Flat Roof Panels ‐ ASCE Section 29.4.3 (where applicable) =0.17 < 1.00 Anchor is OK! 3/1/2024 4:39 PM 6 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 By: J.R. Date: 3/1/24 Gravity Loads: DEMAND DECREASED BY 10.17% = OK! Lateral Loads: DEMAND INCREASED BY 4.52% < 10% = OK! Anchorage: DEMAND OF 296.5LB. < 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 ARRA ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 3/1/2024 4:39 PM 7 of 7 ©McPherson Engineering 1105 S Karen Ave 8/22/2024 ( ) r � /.-··< > 7' ,.,,.. I .,• �j:: >> � (. / I l . ,,,,.,. --�.,,,,, /' .... -.. I / I I . I \ 1.)•.• I /�e Magallon Levion Construction LLC Contractors License #1096696 1168 N. Grove st, Anaheim, CA 92806 To whom it may concern; I authorize Levi on Construction to install and pull a solar permit for my property located at 1105 S Karen Ave. Santa Ana, CA 92704 Thank you, �;;r� 1105 S Karen Ave 8/22/2024 1105 S Karen Ave 8/22/2024 1105 S Karen Ave 8/22/2024 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC 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 1105 S Karen Ave 8/22/2024