HomeMy WebLinkAbout1218 S Mohawk Dr- need V2 & V3 - 101116729 & 20181043 - Plan20A1PV CIRCUIT 2: 4 MODULES/PARALLEL [(2) AP SYSTEM DS3-L 2 IN 1]112437ROOFTOPGROUND LEVEL -HOUSE EXTERIOR20A20AN2(N) JUNCTION BOXWITH IRREVERSIBLEGROUND SPLICENOTE: IN BETWEEN EACH ARRAY THE EMT IS USED AS THEGROUNDING / BONDING, GROUND CLAMPS ARE AT EACHEND OF THE EMT CONDUIT WITH THE WIRE THEN FREEAIR'D TO THE GROUND CLAMP ON THE RACKING RAIL(N)100A PV LOADCENTER(N) (11) JA SOLAR JAM54S31-395/MR/(395W) MODULESWITH (6) AP SYSTEM DS3-L 2 IN 1 MICRO-INVERTERATTACHED TO THE BACK OF MODULE1PV CIRCUIT 1: 7 MODULES/PARALLEL [(4) AP SYSTEM DS3-L 2 IN 1]11265MPOINT OF DELIVERY ANDINTERCONNECTION50A100AN3(E) GROUNDINGELECTRODE OR(UFER)BACKFEEDBREAKER(N) VISIBLELOCKABLE2 POLE 60A'KNIFE' ACDISCONNECT3ACDISCONNECTTO BE LOCATEDWITHIN 10' OFMETEREXISTING240V/125AMAIN SERVICE PANELSINGLE PHASEEXISTING WIRE(E) SOLAREDGESE3800H-US INVERTERG GL2NL1(E) (15) SHARP ND224UC1SOLAR MODULES(E) JUNCTION BOXWITH IRREVERSIBLEGROUND SPLICEGSTRING #1 STRING #2 PV CIRCUIT 2: 7 MODULES/SERIESPV CIRCUIT 1: 8 MODULES/SERIES(E) VISIBLELOCKABLE2 POLE 30A'KNIFE' A/CDISCONNECTEXISTING WIRESHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS: 2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344E-1DESIGN TEMPERATURESASHRAE EXTREME LOW-1°CASHRAE 2% HIGH36°CPV Module Ratings @ STCModule Make/ModelJA SOLARJAM54S31-395/MR/(395W)MODULEMax Power-Point Current (Imp)12.81AMax Power-Point Voltage (Vmp)30.84VOpen-Circuit Voltage (Voc)36.98VShort-Circuit Current (Isc)13.70AMax Series Fuse (OCPD)25ANominal Maximum Power at STC (Pmax)395WMaximum System Voltage1500VVoc Temperature Coefficient-0.275% /°CConduit and Conductor Schedule ~ (75°C Copper Column)TagDescriptionWire Gauge# of ConductorsConduit TypeConduit Size1 AP SYSTEM'S AC BUS CABLE 12 AWG2N/A - Free Air N/A - Free Air1Bare Copper Ground (EGC/GEC)6 AWG1N/A - Free Air N/A - Free Air2 THWN-210 AWG4EMT3/4"2 THWN-2 - Ground8 AWG1EMT3/4"33THWN-28 AWG3EMT3/4"THWN-2 - Ground8 AWG1EMT3/4"Inverter RatingsInverter Make/ModelAP SYSTEM DS3-LMax DC Volt Rating60VPeak Output Power768WMax Nominal Voltage240VMax AC Current3.2AMax OCPD Rating20AMETER # 222014114497EXISTING PV SYSTEM IS RSD COMPLIANTSYSTEM SUMMARYBRANCH #1INVERTERS PER BRANCH4MAX AC CURRENT12.8AMAX AC OUTPUT POWER3072WARRAY STC POWER4345WARRAY PTC POWER4056WMAX AC CURRENT19.20AMAX AC POWER4608WDERATED (CEC) AC POWER3913.75WBRANCH #226.4A1536WMAIN SERVICE PANEL240/120V 1Ø, 3WMAIN BUSS: 125AMAX BREAKER SIZE:(125A X 1.2) - 100A = 50.0A1218 S Mohawk Dr -2018104310/3/2023
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1.NOT ALL PLACARDS SHOWN MAY BE REQUIRED BY LOCAL AHJ. CONTRACTOR TO VERIFY PLACARDREQUIREMENTS WITH LOCAL AHJ BEFORE INSTALLATION.2.ALL PLAQUES AND SIGNAGE REQUIRED BY THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE3.ALTERNATE POWER SOURCE PLACARD SHALL BE METALLIC OR PLASTIC, ENGRAVED OR MACHINEPRINTED LETTERS IN A CONTRASTING COLOR TO THE PLAQUE. THIS PLAQUE WILL BE ATTCHED BY POPRIVETS OR SCREWS OR OTHER APPROVED METHOD.4.DIRECTORY PLACARD MARKING CONTENT AND FORMAT: RED BACKGROUND, WHITE LETTERING,MINIMUM 3/8" LETTER HIEGHT, ALL CAPITAL LETTERS, ARIAL OR SIMILAR FONT, NON BOLD, REFLECTIVEWEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT.PERMANENT SIGNAGE NOTES:WARNING!DO NOT RELOCATE THISOVERCURRENT DEVICEPOWER SOURCE OUTPUT CONNECTIONLABEL LOCATION:ADJACENT TO PV BREAKER (IF APPLICABLE).PER CODE(S): CEC 2022: 705.12(B)(3)(2)!DO NOT ADD LOADSPHOTOVOLTAIC SYSTEMCOMBINER PANELWARNINGLABEL LOCATION:PHOTOVOLTAIC AC COMBINER (IFAPPLICABLE).PER CODE(S): CEC 2022: 705.12(B)(3)(3)SOLAR PV SYSTEM EQUIPPEDWITH RAPID SHUTDOWNSOLAR ELECTRICPV PANELSTURN RAPID SHUTDOWNSWITCH TO THE "OFF"POSITION TO SHUT DOWNPV SYSTEM AND REDUCESHOCK HAZARD IN THEARRAY.LABEL LOCATION:ON OR NO MORE THAT 3 M (10 FT) FROM THE SERVICEDISCONNECTING MEANS TO WHICH THE PV SYSTEMSARE CONNECTED.ELECTRICAL SHOCK HAZARDWARNING!LABEL LOCATION:INVERTER(S), AC DISCONNECT(S), ACCOMBINER PANEL (IF APPLICABLE).PER CODE(S): CEC 2022: 706.15(C)(4) &690.13(B)TERMINALS ON LINE AND LOADSIDES MAY BE ENERGIZED INTHE OPEN POSITIONRAPID SHUTDOWN SWITCHFOR SOLAR PV SYSTEMLABEL LOCATION:UTILITY SERVICE ENTRANCE/METER, INVERTER/DCDISCONNECT IF REQUIRED BY LOCAL AHJ, OROTHER LOCATIONS AS REQUIRED BY LOCAL AHJ.PER CODE(S): CEC 2022: 690.56(C)(2),CFC 2022: 1204.5.3POWER TO THIS BUILDING ISALSO SUPPLIED FROM THEFOLLOWING SOURCES WITHDISCONNECTS AS SHOWNCAUTION:MAXIMUM AC OPERATING CURRENT:NOMINAL OPERATING AC VOLTAGE: 19.20 AMPS240.0 VACPHOTOVOLTAIC AC DISCONNECTLABEL LOCATION:AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OFINTERCONNECTION.PER CODE(S): CEC 2022: 690.54SHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS:2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344E-21218 S MOHAWK DRWARNING!THIS EQUIPMENT FED BY MULTIPLESOURCES. TOTAL RATING OF ALLOVERCURRENT DEVICES, EXCLUDINGMAIN SUPPLY OVERCURRENTDEVICE, SHALL NOT EXCEEDAMPACITY OF BUSBAR.(N) SOLAR PANELS ANDMICRO-INVERTERS ON ROOFLOCATION OF EXISTING ACDISCONNECT & STRING INVERTERPV INTERCONNECTION POINT.LOCATION OF METER MAIN COMBO, ACDISCONNECT & PV LOAD CENTER(E) PV SYSTEM IS RSDCOMPLIANTMAXIMUM AC OPERATING CURRENT(NEW AND EXISTING SYSTEM):NOMINAL OPERATING AC VOLTAGE: 35.20 AMPS240.0 VACPHOTOVOLTAIC AC DISCONNECTLABEL LOCATION:AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OFINTERCONNECTION.PER CODE(S): CEC 2022: 690.541218 S Mohawk Dr -2018104310/3/2023
1'-6"1'-6"1'-6"1'-6"N3'3'3'3'SCALE: 3/32" = 1'-0"PV SYSTEM SITE PLANPV SYSTEM SIZE:4.345 kW DC LEGENDCONSTRUCTION NOTESRoof Azimuth: 192°Roof Tilt: 19°Roof Section 2NEW SOLAR PANELS(11) JA SOLAR JAM54S31-395/MR/(395W)WITH (6) AP SYSTEM DS3-L MICROINVERTERSMOUNTED TO THE BACK OF MODULESMOUNTED ON COMP SHINGLE ROOF1218 S MOHAWK DRROOF OBSTRUCTIONSSHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS: 2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344PV-1ACDAC DISCONNECTLCLOAD CENTER(E)SHED STRUCTURE ONPROPERTY1. SOLAR PHOTOVOLTAIC SYSTEM TO BE INSTALLED ONRESIDENTIAL STRUCTURE.2. THIS PROJECT HAS BEEN DESIGNED IN COMPLIANCE WITHTHE CBC SECTION 1609 TO WITHSTAND A BASIC WINDSPEED OF 110 MPH (3 SECOND GUST), WIND EXPOSURE C.3. THE ROOF MEMBERS ARE 2 "X 4" TRUSSES AT 24" ONCENTER. CONNECTION TO STRUCTURE SHALL NOT BEWITHIN 11" OF NAILING PLATES.4. THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOTOBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDINGROOF VENTS.5. ALL CONDUCTORS AND CONDUITS MOUNTED ON ROOFSHALL BE MINIMUM 7/8" ABOVE ROOF SURFACE(INCLUDING CABLES UNDERNEATH MODULES ANDRACKING).6. ROOF ACCESS POINTS SHALL BE PROVIDED PER THEFOLLOWING (CRC R324.6, CBC 3111.3.4)6.1. LOCATED IN AREAS NOT REQUIRING PLACEMENT OFGROUND LADDERS OVER OPENINGS SUCH AS DOORSOR WINDOWS.6.2. LOCATED AT STRONG POINTS OF CONSTRUCTION INLOCATIONS WHERE ACCESS POINT DOES NOTCONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS:TREES, WIRES, OR SIGNS.7. SETBACKS AT RIDGES CAN BE REDUCED TO 18 INCHES INCOMPLIANCE WITH 2022 CFC/2021 IFC 1205.2.1.2TOTAL PLAN VIEW AREA FOR NEW SYSTEM = 2145.56 SQFTTOTAL PV AREA = 11(67.79 IN)(44.64 IN)/(144 IN^2) = 231.16 SQFT=(231.16 SQFT/ 2145.56 SQFT)100 = 10.77%TOTAL PV AREA FOR EXISTING SYSTEM=15(65 IN)(40 IN)/(144 IN^2) = 270.83 SQFT=(270.83 SQFT/ 2145.56 SQFT)100 =12.62%TOTAL PV AREA FOR NEW AND EXISTING SYSTEM.(231.16+ 270.83) SQFT/ 2145.56 SQFT = 23.39%TOTAL PV AREA POPULATES 23.39% OF TOTAL PLANVIEW AREA AND IS WITHIN THE 33% REQUIREMENT.WALKWAYDRIVEWAYINVSTRING INVERTERRoof Azimuth: 192°Roof Tilt: 19°Roof Section 1MMETER MAIN COMBOPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE(E) SERVICE DROPMPV INTERCONNECTION POINT.LOCATION OF METER MAIN COMBO, ACDISCONNECT & PV LOAD CENTERMOUNTED ON EXTERIOR WALL OF ASINGLE FAMILY RESIDENCELOCATION OF "RAPID SHUTDOWN" ACDISCONNECT NEC 690.12ACDLCINVLOCATION OF EXISTING ACDISCONNECT & STRING INVERTER(E) SOLAR SYSTEMCAL-FIRE ROOF LADDERACCESS POINTACDPROPERTY LINEPROPERTY LINECAL-FIRE ROOF LADDERACCESS POINTCAL-FIRE ROOF LADDERACCESS POINT(N) SOLAR SYSTEM(E) UNPERMITTEDPATIO COVERSTRUCTURESigned: 07/31/20231218 S Mohawk Dr -2018104310/3/2023
6'6'NNSCALE: 1/8" = 1'-0"PV SYSTEM MOUNTING DETAILSUNIRAC FLASHLOC FOR COMPSHINGLE @ 72" O.C. MAXPROPOSED EVERESTCROSSRAIL RACKINGPROPOSED JA SOLARJAM54S31-395/MR/(395W) PV SOLAR MODULESEXISTING 2 "X 4" ROOFTRUSSES @ 24"O.C.SHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS: 2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344PV-2EXISTING COMP SHINGLEROOFRoof Azimuth: 192°Roof Tilt: 19°Roof Section 2Roof Azimuth: 192°Roof Tilt: 19°Roof Section 1Signed: 07/31/20231218 S Mohawk Dr -2018104310/3/2023
ROOF SLOPE 910106217PV-3D52011121413151822S-5D431542524238262SHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS: 2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344D4DETAIL (TRANSVERSE)NOT TO SCALED5DETAIL (LONGITUDINAL)NOT TO SCALED1RACKING DETAIL (TRANSVERSE)NOT TO SCALED3RACKING DETAIL (TOP)NOT TO SCALED2RACKING DETAIL (LONGITUDINAL)NOT TO SCALE1. ROOF MATERIAL: COMP SHINGLE2. ROOF STRUCTURE: TRUSSES3. ATTACHMENT TYPE: UNIRAC FLASHLOC4. MODULE MANUFACTURER: JA SOLAR5. MODULE MODEL: JAM54S31-395/MR/(395W)6. MODULE LENGTH: 67.79''7. MODULE WIDTH: 44.64"8. MODULE WEIGHT: 42.99 LBS.9. SEE SHEET S-1 FOR DIMENSION(S)10. MIN. FIRE OFFSET: 18"11. TRUSSES SPACING: 24" O.C.12. TRUSSES SIZE: 2 "X 4" NOMINAL13. LAG BOLT DIAMETER: 5/16 IN.14. LAG BOLT EMBEDMENT: 2.5 IN.15. TOTAL # OF ATTACHMENTS: 3016. TOTAL AREA: 231.16 SQ. FT.17. TOTAL WEIGHT: 472.89 LBS.18. WEIGHT PER ATTACHMENT: 15.76 LBS.19. DISTRIBUTED LOAD: 2.05 PSF20. MAX. HORIZONTAL STANDOFF: 72 IN.21. MAX. VERTICAL STANDOFF:LANDSCAPE: 26 IN., PORTRAIT: 43 IN.22. STANDOFF STAGGERING: YES23. RAIL MANUFACTURER AND MODEL(OR EQUIV.):EVEREST CROSSRAIL24. RAIL WEIGHT: 0.436 PLF.25. MAX. TRUSSES SPAN: 12 FT.26. MODULE CLEARANCE: 3 IN. MIN., 6 IN. MAX.PV-3Signed: 07/31/20231218 S Mohawk Dr -2018104310/3/2023
SHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS: 2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344S-1Signed: 07/31/20231218 S Mohawk Dr -2018104310/3/2023
SHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS: 2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344S-2Signed: 07/31/20231218 S Mohawk Dr -2018104310/3/2023
SHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS: 2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344S-3Signed: 07/31/20231218 S Mohawk Dr -2018104310/3/2023
SHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS: 2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344S-4Signed: 07/31/20231218 S Mohawk Dr -2018104310/3/2023
SHEET #
T-1
T-2
PV-1
PV-2
PV-3
E-1
E-2
S-1
S-2
S-3
S-4
SHEET NAME
COVER SHEET
PLAN NOTES
SITE PLAN LAYOUT
ATTACHMENT DETAILS
MOUNTING DETAILS
ELECTRICAL DIAGRAM
WARNING LABELS
SPEC SHEET
SPEC SHEET
SPEC SHEET
SPEC SHEET
PROJECT INFORMATION
PROPERTY OWNER
NAME:RAUL GONZALEZ
PHONE:-
CONTRACTOR
NAME:SOLGEN CONSTRUCTION
PHONE:(559)442-9887
DESIGN SPECIFICATIONS
OCCUPANCY: R-3
CONSTRUCTION TYPE: SINGLE FAMILY RESIDENCE
ZONING: RESIDENTIAL
GROUND SNOW LOAD: 0 PSF
WIND EXPOSURE: C
WIND SPEED: 110 MPH
APPLICABLE CODES & STANDARDS
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ENERGY CODE (ENERGY)
2022 CALIFORNIA GREEN BUILDING CODE (CALGREEN)
2020 NATIONAL ELECTRICAL CODE (NEC)
2022 CALIFORNIA FIRE CODE (CFC)
COORDINATES:
33.731578, -117.911285
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
1218 S MOHAWK DR,
SANTA ANA,
CA 92704
APN:10957103
DATE:9/7/2023
GONZALEZ
RESIDENCE
License#: C-10 1053344
DESIGNER: OSD
CORE ENERGY GROUP.
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
T-1
AERIAL VIEW
GONZALEZ RESIDENCE
NEW PHOTOVOLTAIC SYSTEM
PROJECT - 4.345 kW DC /
4.608 kW AC
TYPE OF
INTERCONNECTION: BACKFEED BREAKER IN THE MSP
SCOPE OF WORK
SYSTEM SIZE: STC: 11 X 395W = 4.345kW
PTC: 11 X 368.7W = 4.056kW
(11)JA SOLAR JAM54S31-395/MR/(395W) MODULES
(6)AP SYSTEM DS3-L MICROINVERTERS
(1)100A PV LOAD CENTER
(1)60A KNIFE AC DISCONNECT
MSP UPGRADE: NO
MAIN BREAKER DERATE: NO
RACKING & MOUNTING
PV ATTACHMENT TYPE: UNIRAC FLASHLOC FOR COMP SHINGLE ROOF
RACKING TYPE: EVEREST CROSSRAIL- ROOF
MOUNT RACKING HARDWARE
EXISTING PV SYSTEM :
DC SYSTEM SIZE:- 3.360kW
AC SYSTEM SIZE:- 3.800kW
COMBINED PV SYSTEM :
DC SYSTEM SIZE:- 7.705kW
AC SYSTEM SIZE:- 8.408kW
Signed: 07/31/2023
THIS SYSTEM
HAS BEEN
REMOVED
THIS SYSTEM IS
STAYING AND IS
IN THE
CORRECT
LOCATION
Bldg# 101116729
Elec# 20181043 MSmith
Issued 10/02/23
The scope of the plans is for the installation of the
solar photovoltaic system only and the approval is
subject to compliance with all applicable city and state
codes and regulations regarding construction. The
approval of the plans does not constitute any
certification of the accuracy, completeness, or building
permit status of the existing buildings and structures
as shown.
1218 S Mohawk Dr -
2018104310/3/2023
SHEETCONTRACTORSOLGEN CONSTRUCTION LLC. 1218 S MOHAWK DR, SANTA ANA, CA 92704 APN:10957103 DATE:9/7/2023GONZALEZRESIDENCELicense#: C-10 1053344DESIGNER: OSDCORE ENERGY GROUP.ADDRESS: 2072 N MAIN STFL 2, LOGANUT 84341-1993CSLB#: 1053344T-21.1.PROJECT NOTES:1.2. THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE 2022 CALIFORNIAELECTRICAL CODE (CEC) ARTICLE 690, ALL MANUFACTURER’S LISTING ANDINSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIEDBY THE AUTHORITY HAVING JURISDICTION’S (AHJ) APPLICABLE CODES.1.3. THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED ANDPV SYSTEM INSPECTED PRIOR TO PARALLEL OPERATION1.4. GROUND FAULT DETECTION AND INTERRUPTION (GFDI) DEVICE ISINTEGRATED WITH THE MICROINVERTER IN ACCORDANCE WITH 2022 CEC690.41(B)1.5. ALL PV SYSTEM COMPONENTS; MODULES, UTILITY-INTERACTIVEINVERTERS, AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED ANDLISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY 2022 CEC 690.4 PV MODULES: UL1703, IEC61730, AND IEC61215, AND NFPA 70CLASS C FIRE INVERTERS: UL 1741 CERTIFIED, IEEE 1547, 929, 519COMBINER BOX(ES): UL 1703 OR UL 1741 ACCESSORY1.6. MAX DC VOLTAGE CALCULATED USING MANUFACTURER PROVIDED TEMPCOEFFICIENT FOR VOC. IF UNAVAILABLE, MAX DC VOLTAGE CALCULATEDACCORDING TO 2022 CEC 690.7.1.7. ALL INVERTERS, PHOTOVOLTAIC MODULES, PHOTOVOLTAIC PANELS, ANDSOURCE CIRCUIT COMBINERS INTENDED FOR USE IN A PHOTOVOLTAICPOWER SYSTEM WILL BE IDENTIFIED AND LISTED FOR THE APPLICATIONPER 690.4 (D). SHALL BE INSTALLED ACCORDING TO ANY INSTRUCTIONSFROM LISTING OR LABELING [ 2022 CEC 110.3].1.8. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDINGCODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALLPLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE CECAND AHJ.1.9.SCOPE OF WORK:1.10. PRIME CONTRACTOR IS RESPONSIBLE FOR THE DESIGN ANDSPECIFICATIONS OF THE GRID-TIED PHOTOVOLTAIC SYSTEM RETROFIT.PRIME CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTING EXISTINGONSITE REQUIREMENTS TO DESIGN, SPECIFY, AND INSTALL THEEXTERIOR ROOF-MOUNTED PORTION OF THE PHOTOVOLTAIC SYSTEMSDETAILED IN THIS DOCUMENT.1.11.WORK INCLUDES:1.12. PV ROOF ATTACHMENTS - UNIRAC FLASHLOC FOR COMP SHINGLE ROOF1.13. PV RACKING SYSTEM INSTALLATION - EVEREST CROSSRAIL ROOF MOUNTRACKING HARDWARE1.14. PV MODULE AND INVERTER INSTALLATION - JA SOLAR JAM54S31-395/MR/(395W)MODULES / AP SYSTEM DS3-L MICROINVERTERS1.15. PV EQUIPMENT GROUNDING1.16. PV SYSTEM WIRING TO A ROOF-MOUNTED JUNCTION BOX1.17. PV LOAD CENTERS (IF INCLUDED)1.18. PV METERING/MONITORING (IF INCLUDED)1.19. PV DISCONNECTS1.20. PV GROUNDING ELECTRODE & BONDING TO (E) GEC1.21. PV FINAL COMMISSIONING1.22. (E) ELECTRICAL EQUIPMENT RETROFIT FOR PV1.23. SIGNAGE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE1.24.SITE NOTES:1.25. A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHAREGULATIONS.1.26. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THISSYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGEBATTERIES.1.27. THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING,MECHANICAL, OR BUILDING ROOF VENTS.1.28. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING ANDPROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION2022 CEC 110.26.1.29. ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED INACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'SINSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECTTHE BUILDING OR STRUCTURE.1.30.EQUIPMENT LOCATIONS:1.31. ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY 2022 CEC110.26.1.32. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOREXPECTED OPERATING TEMPERATURE AS SPECIFIED BY 2022 CEC 690.31 (A),(C)AND CEC TABLES 310.15 (B)(2)(A) AND 310.15 (B)(3)(C)1.33. JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULESACCORDING TO 2022 CEC 690.34.1.34. ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THEINVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT .1.35. ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIEDPERSONNEL ACCORDING TO 2022 CEC APPLICABLE CODES.1.36. ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOROUTDOOR USAGE WHEN APPROPRIATE.1.37.STRUCTURAL NOTES:1.38. RACKING SYSTEM1.39. PV ARRAY WILL BE INSTALLED ACCORDING TO CODE-COMPLIANTINSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED SPACE BETWEENMODULES, AND RAILS MUST ALSO EXTEND1.40. A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAY/SUBARRAY,ACCORDING TO RAIL MANUFACTURER’S INSTRUCTIONS.1.41. JUNCTION BOX WILL BE INSTALLED PER MANUFACTURER'SSPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED SEALEDPER LOCAL REQUIREMENTS.1.42. ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED ANDSEALED WITH APPROVED CHEMICAL SEALANT PER CODE BY A LICENSEDCONTRACTOR.1.43. ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THANTHE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER.1.44. WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BESTAGGERED AMONGST THE ROOF FRAMING MEMBERS.1.45.WIRING & CONDUIT NOTES:1.46. ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIRPURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUMCODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING.1.47. CONDUCTORS SIZED ACCORDING TO 2022 CEC 690.8, 2022 CEC 690.7.1.48. VOLTAGE DROP LIMITED TO 1.5%.1.49. DC WIRING LIMITED TO MODULE FOOTPRINT. MICROINVERTER WIRINGSYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY WITHSUITABLE WIRING CLIPS.1.50. AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: PHASE A OR L1-BLACK PHASE B OR L2- RED, OR OTHER CONVENTION IF THREE PHASEPHASE C OR L3- BLUE, YELLOW, ORANGE**, OR OTHER CONVENTIONNEUTRAL- WHITE OR GREY IN 4-WIRE DELTA CONNECTED SYSTEMS THEPHASE WITH HIGHER VOLTAGE TO BE MARKED ORANGE [2022 CEC 110.151.51.GROUNDING NOTES:1.52. GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIRPURPOSE, AND GROUNDING DEVISES EXPOSED TO THE ELEMENTS SHALLBE RATED FOR SUCH USE.1.53. PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO 2022 CEC 690.43 ANDMINIMUM 2022 CEC TABLE 250.122.1.54. METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURESCONSIDERED GROUNDED IN ACCORDING WITH 2022 CEC 250.134 AND 2022250.136(A).1.55. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TOCEC 690.45 AND MICROINVERTER MANUFACTURER'S INSTRUCTIONS.1.56. EACH MODULE WILL BE GROUNDED USING WEEB GROUNDING CLIPS ASSHOWN IN MANUFACTURER DOCUMENTATION AND APPROVED BY THEAHJ. IF WEEBS ARE NOT USED, MODULE GROUNDING LUGS MUST BEINSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THEMANUFACTURERS' INSTALLATION REQUIREMENTS.1.57. THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCHTHAT THE REMOVAL OF A MODULE DOES NOT INTERRUPT A GROUNDINGCONDUCTOR TO ANOTHER MODULE.1.58. GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BECOLORED GREEN OR MARKED GREEN IF #4 AWG OR LARGER [2022 CEC250.119]1.59. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH CEC 690.47 ANDCEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, ORINADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING TOCEC 250, CEC 690.47 AND AHJ.1.60. GROUND-FAULT DETECTION SHALL COMPLY WITH CEC 690.41 IN GENERALAND CEC 690.41 (A)(1) SPECIFICALLY.1.61.DISCONNECTION AND OVER-CURRENT PROTECTION NOTES:1.62. DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THESWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARECONNECTED TO THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THEUPPER TERMINALS).1.63. DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BELOCKABLE, AND BE A VISIBLE-BREAK SWITCH1.64. RAPID SHUTDOWN OF ENERGIZED CONDUCTORS BEYOND 1 FT OF PVARRAY OR 5 FT INSIDE A BUILDING WITHIN 10 SECONDS. CONTROLLEDCONDUCTORS ≤30V AND ≤240VA [CEC 690.12(B)]. LOCATION OF LABELACCORDING TO AHJ1.65. ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO CEC 690.8,690.9, AND 240.1.66. EQUIPMENT THAT IS LISTED, LABELED, OR BOTH SHALL BE INSTALLED ANDUSED IN ACCORDANCE WITH ANY INSTRUCTIONS INCLUDED IN THE LISTINGOR LABELING. CEC 110.3(B).1.67. IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUITPROTECTION ACCORDING TO CEC 690.11 AND UL1699B.1.68.ELECTRICAL INTERCONNECTION NOTES:1.69. THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS OUTPUT MAYNOT EXCEED 120% OF THE BUSBAR RATING.1.70. WHEN THE SUM OF THE PV SOURCES EQUALS >100% OF THE BUSBARRATING, PV DEDICATED BACKFEED BREAKERS MUST BE LOCATED OPPOSITEEND OF THE BUS FROM THE UTILITY SOURCE OCPD.1.71. AT MULTIPLE PV OUTPUT COMBINER PANEL, THE TOTAL RATING OF ALLOVERCURRENT DEVICES SHALL NOT EXCEED THE AMPACITY OF THEBUSBAR. HOWEVER, THE COMBINED OVERCURRENT DEVICE MAY BEEXCLUDED.1.72. SUPPLY-SIDE TAP INTERCONNECTION SHOULD BE WITH SERVICE ENTRANCECONDUCTORS.1.73. BACKFEEDING BREAKER FOR UTILITY-INTERACTIVE INVERTER OUTPUT ISEXEMPT FROM ADDITIONAL FASTENING.Signed: 07/31/20231218 S Mohawk Dr -2018104310/3/2023
07/31/2023
RE: Structural Certification for Installation of Residential Solar
RAUL GONZALEZ:1218 S MOHAWK DR, SANTA ANA, CA, 92704
Attn: To Whom It May Concern
Design Criteria
Code 2022 California Building Code (ASCE 7‐16)
Risk category II Wind Load (component and Cladding)
Roof Dead Load Dr 10 psf V 110 mph
PV Dead Load DPV 3 psf Exposure C
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
If you have any questions on the above, please do not hesitate to call.
Sincerely,
Eugene Munyanziza, P.E. Signed 07/31/2023
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com
Exp: 06/30/2024
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the
PV system to existing roof framing. From the field observation report, the roof is made of Composition shingle
roofing over roof plywood supported by 2X4 Trusses at 24 inches. The slope of the roof was approximated to be
19 degrees.
After review of the field observation data and based on our structural capacity calculation, the existing roof
framing has been determined to be adequate to support the imposed loads without structural upgrades.
Contractor shall verify that existing framing is consistent with the described above before install. Should they
find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity
calculations were done in accordance with applicable building codes.
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Structural Letter for PV Installation
Date: 07/31/2023
Job Address:1218 S MOHAWK DR
SANTA ANA, CA, 92704
Job Name:RAUL GONZALEZ
Job Number:230731RG
Scope of Work
Table of Content
Sheet
2 Cover
3 Attachment Uplift checks
4 Roof Framing Check
5 Seismic Check and Scope of work
Engineering Calculations Summary
Code 2022 California Building Code (ASCE 7‐16)
Risk category II
Roof Dead Load Dr 10 psf
PV Dead Load DPV 3 psf
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
Wind Load (component and Cladding)
V 110 mph
Exposure C
References
NDS for Wood Construction
Sincerely,
Signed 07/31/2023
Eugene Munyanziza, P.E.
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com Exp: 06/30/2024
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV
system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's
approved installation specifications.
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Wind Load Cont.
110 mph ASCE 7‐16 Figure 26.5‐1B
C
1.0 ASCE 7‐16 Sec 26.8.2
0.85 ASCE 7‐16 Table 26.10‐1
0.85 ASCE 7‐16 Table 26.6‐1
1.00 ASCE 7‐16 Table 26.9‐1
22.32 psf
19.0 Degrees
1.5 Conservatively assuming all exposed
0.8 conservatively assuming 10 ft2 effective area
Uplift (W)Zone(1,2e) Zone(2r, 2n) Zone(3e) Zone(3r)
Fig. 30‐3‐2 GCp=‐1.1 ‐2 ‐2 ‐2.4
Eq. 29.4‐7 P=qh(GCp)(γE)(γa)=‐29.47 ‐53.58 ‐53.58 ‐64.29
GCp=0.5 Figure 30.3‐2
P=qh(GCp)(γE)(γa)=7.37 Equation 29.4‐7
Rafter Attachments: 0.6D+0.6W (CD=1.6)
Connection Check
Attachment max. spacing= 6 ft
5/16" Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A ‐ NDS
2.5 in DFL Assumed
Prying Coefficient 1.4
Allowable Capacity= 760 lbs
Zone Trib Width Area (ft) Uplift (lbs) Down (lbs)
Zone(1,2e)6 16.5 176.8 171.1
Zone(2r, 2n)6 16.5 308.1 171.1
Zone(3e)6 16.5 308.1 171.1
Zone(3r)6 16.5 366.4 171.1
Conservative Max=366.4 < 760
CONNECTION IS OK
Risk Category =
KZ =
Kd =
Ke =
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
II
V=
Exposure =
1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift
governs
γE=
γa=
KZt =
qh= 0.00256KzKztKdKeV2=
Pitch =
Lag Screw Penetration
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Vertical Load Resisting System Design
Roof Framing Trusses
Snow Load Fully Exposed
pg= 0 psf
Ct =1.1
Ce =0.9 Is =1.0
pf = 0 psf
pfmin. = 0.0 psf
ps = 0 psf Conservatively (Cs=1) 0 plf
Max Length, L = 8.0 ft (Rafter maximum Allowable Horizontal Span)
Tributary Width, WT =24 in
Dr =10psf 20 plf
PvDL =3 psf 18 plf
Load Case: DL+0.75(0.6W+S)
0.75(Pnet+Ps)+ Ppvcos(θ)+PDL=45 plf
Mdown=238 lb‐ft
Mallowable = Sx x Fb' (wind)= 456 lb‐ft > 238 lb‐ft OK
Load Case: DL+S
Ps+ Ppvcos(θ)+PDL=38 plf
Mdown=203 lb‐ft
Mallowable = Sx x Fb' (wind)= 456 lb‐ft > 203 lb‐ft OK
Load Case: DL+0.6W
Pnet+ Ppvcos(θ)+PDL=46.8 plf
Max Moment, Mu=250 lb‐ft
Mallowable = Sx x Fb' (wind)= 634 lb‐ft > 250 lb‐ft OK
Pv max Shear= 171.1 lbs
Shear, Vu=wL/2+Pv Point Load =323 lbs
Max Shear, Vu=wL/2+Pv Point Load =323 lb
Member Capacity
DF‐L No.2
2X4 CL CF Ci Cr KF φλ
Fb =900 psi 1.0 1.5 1.0 1.15 2.54 0.85 0.8 1553 psi
Fv =180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi
E = 1600000 psi N/A N/A 1.0 N/A N/A N/A N/A 1600000 psi
Emin =580000 psi N/A N/A 1.0 N/A 1.76 0.85 N/A 580000 psi
Depth, d = 3.5 in
Width, b = 1.5 in
Cross‐Sectonal Area, A = 5.25
in2
Moment of Inertia, Ixx =5.35938 in4
Section Modulus, Sxx =3.0625 in
Allowable Moment, Mall = Fb'Sxx =396.2 lb‐ft DCR=Mu/Mall =0.52 < 1 Satisfactory
Allowable Shear, Vall = 2/3Fv'A =630.0 lb DCR=Vu/Vall =0.51 < 1 Satisfactory
Design Value Adjusted Value
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Siesmic Loads Check
Roof Dead Load 10 psf
% or Roof with Pv 23%
Dpv and Racking 3 psf
Average Total Dead Load 10.7 psf
Increase in Dead Load 2.8%OK
Limits of Scope of Work and Liability
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans ‐
RAUL GONZALEZ. The analysis was according to applicable building codes, professional engineering and design
experience, opinions and judgments. The calculations produced for this Structure's assessment are only for the
proposed solar panel installation referenced in the stamped plan set and were made according to generally
recognized structural analysis standards and procedures.
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Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
CHECKLIST
SOL-01 CBC 2019
Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only
Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and
sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of
minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required.
Project Address:
Contractor Company Name:
Contractor License Number:
YES NO Are the following applicable to the proposed project?
1. Will the PV system layout provide the required three-foot wide clear access pathways
per Section 605.11 of the California Fire Code, and is this shown on the roof plan?
2. Will the PV system be installed on a roof having only one roofing layer with no
overlays?
3. Will the PV array be flush mounted to the existing roof so that the plane of the
modules (panels) are parallel to the plane of the roof?
4. Will the PV system weigh maximum 4 pounds per square feet or less?
5. Will the PV system be installed where the modules do not overhang any roof edges
(such as eaves, gabled ends, ridges and hips)?
6. Will the PV system be installed with a space of 2” minimum to 10” maximum between
the underside of modules and the surface of the roof?
7. Will the PV system be installed without using any ballast system or counter-weight
system?
8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet
and is this maximum horizontal spacing shown on the plans?
9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch
embedment into roof rafters (with pre-drilled holes) and is this minimum embedment
shown on the plans?
10. Are ALL the structural pages of the plans stamped and signed by a California
licensed professional engineer? (including project specific site plan, PV layout,
anchorage spacing, anchorage details and manufacturer’s PV support information.)
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Phone Number: Date:
Email Address:
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
1053344
Solgen Construction, LLC
Cole Farmer
Permits@CoreEnergyGroup.com
559-462-6009
1218 S Mohawk Dr, Santa Ana, CA 92704
08/01/2023
1218 S Mohawk Dr -
2018104310/3/2023
To whom it may concern,
This letter serves to confirm I have chosen to have my system installed by Solgen
Construction LLC. You have my express permission to move forward with the solar
permit applied for by Solgen Construction LLC for my property at 815 S Van Ness Ave,
Thank you,
Santa Ana, CA 92704.
Raul Gonzalez
1218 S Mohawk Dr,
DocuSign Envelope ID: 42E9E932-C682-424B-82F6-4CDEC4B74105
8/1/2023
1218 S Mohawk Dr -
2018104310/3/2023
Certificate Of Completion
Envelope Id: 42E9E932C682424B82F64CDEC4B74105 Status: Completed
Subject: Complete with DocuSign: Raul Gonzalez - Homeowner Authorization Letter_1218 S Mohawk Dr.pdf
Source Envelope:
Document Pages: 1 Signatures: 1 Envelope Originator:
Certificate Pages: 5 Initials: 0 Core Energy Group
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
727 Eagle Pass
North Salt Lake, UT 84054
proposals@coreenergygroup.com
IP Address: 71.41.39.59
Record Tracking
Status: Original
8/1/2023 9:09:46 AM
Holder: Core Energy Group
proposals@coreenergygroup.com
Location: DocuSign
Signer Events Signature Timestamp
Raul Gonzalez
Rauling54@sbcglobal.net
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 76.32.192.144
Signed using mobile
Sent: 8/1/2023 9:13:21 AM
Viewed: 8/1/2023 2:18:24 PM
Signed: 8/1/2023 2:18:40 PM
Electronic Record and Signature Disclosure:
Accepted: 8/1/2023 2:18:24 PM
ID: 088c02c5-d20e-47e3-a89b-d50d8936ab56
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
Core Permits
permits@coreenergygroup.com
Mr.
Security Level: Email, Account Authentication
(None)
Sent: 8/1/2023 2:18:41 PM
Viewed: 8/1/2023 2:35:38 PM
Electronic Record and Signature Disclosure:
Accepted: 7/31/2023 5:41:38 AM
ID: eecd1ac8-7a80-4390-b345-ea48050a9cc2
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 8/1/2023 9:13:21 AM
Certified Delivered Security Checked 8/1/2023 2:18:24 PM
Signing Complete Security Checked 8/1/2023 2:18:40 PM
Completed Security Checked 8/1/2023 2:18:41 PM
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Payment Events Status Timestamps
Electronic Record and Signature Disclosure
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ELECTRONIC RECORD AND SIGNATURE DISCLOSURE
From time to time, Solgen Construction LLC (we, us or Company) may be required by law to
provide to you certain written notices or disclosures. Described below are the terms and
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Electronic Record and Signature Disclosure created on: 2/16/2023 3:39:07 PM
Parties agreed to: Raul Gonzalez, Core Permits 1218 S Mohawk Dr -
2018104310/3/2023
Unless you tell us otherwise in accordance with the procedures described herein, we will provide
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Until or unless you notify Solgen Construction LLC as described above, you consent to
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