HomeMy WebLinkAbout801 E Borchard Ave - PlanPage
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PHOTOVOLTAIC GENERAL NOTES
· ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORK
PERFORMED SHALL BE IN ACCORDANCE WITH THE FOLLOWING
CODES:
- 2019 CBC / 2018 IBC
- 2019 CRC / 2018 IRC
- 2019 CEC / 2017 NEC
- 2019 CMC / 2018 IMC
- 2019 CPC / 2018 IPC
- 2019 CFC / 2018 IFC
- 2019 BUILDING ENERGY EFFICIENCY STANDARDS
· ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED
ELECTRICAL TESTING LABORATORY AND L.A. TEST LAB.
EQUIPMENT INSTALLED SHALL BE PER ITS LISTING REQUIREMENTS
AND THE MANUFACTURER'S INSTRUCTIONS. [NEC 110.2, 110.3,
690.4(B), 690.12(D)]
· ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING
ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES.
· ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN
ACCORDANCE WITH NEC ARTICLE 250.
· ALL PV CIRCUITS CONNECTED AND EQUIPMENT SHALL BE
PROTECTED AGAINST OVERCURRENT. OVERCURRENT DEVICES
SHALL BE LISTED FOR USE IN PV SYSTEMS. OVERCURRENT
PROTECTIVE DEVICES SHALL NOT BE REQUIRED FOR CIRCUITS
WITH SUFFICIENT AMPACITY FOR THE HIGHEST AVAILABLE
CURRENT. CIRCUITS CONNECTED TO CURRENT LIMITED SUPPLIES
AND ALSO CONNECTED TO SOURCES HAVING HIGHER CURRENT
AVAILABILITY SHALL BE PROTECTED AT THE HIGHER CURRENT
SOURCE CONNECTION. [NEC 690.9]
· DISCONNECTING MEANS OF THE PV SYSTEM (INCLUDING RAPID
SHUTDOWN INITIATION) SHALL BE LOCATED IN A READILY
ACCESSIBLE LOCATION NEAR THE EQUIPMENT. [NEC 690.13,690.15]
· RAPID SHUTDOWN EQUIPMENT TO COMPLY WITH NEC 690.12.
· ENERGY STORAGE SYSTEM TERMINALS LOCATED MORE THAN 5
FEET AWAY OR ON OPPOSITE SIDE OF WALL FROM CONNECTED
EQUIPMENT MUST HAVE DISCONNECTING MEANS IN ACCORDANCE
WITH NEC 706.7(E) AND LABELED PER 706.7(D). A SECOND
DISCONNECTING MEANS LOCATED AT THE CONNECTED
EQUIPMENT SHALL BE INSTALLED WHERE THE DISCONNECTING
MEANS AT THE ESS END OF THE CIRCUIT IS NOT WITHIN SIGHT.
· THE UTILITY-INTERACTIVE INVERTERS SHALL AUTOMATICALLY
DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL
PRODUCTION AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN
RESTORED. [NEC 705.40]
· ALL CONDUCTORS IN EXPOSED OUTDOOR LOCATIONS SHALL BE
LISTED AND IDENTIFIED FOR USE IN DIRECT SUNLIGHT AND FOR
THE APPLICATION. [NEC 690.31(C) THROUGH (F), 310.10(D)]
· INSULATION OF EXPOSED CONDUCTORS UNDER THE MODULES
SHALL BE USE-2 OR PV-WIRE TYPE FOR PV SYSTEMS (UL 4703 &
854 LISTED) [NEC 690.31(C)]
· FINE-STRANDED CABLE CONNECTIONS MUST BE MADE IN LUGS
AND TERMINALS TO ENSURE A THOROUGHLY GOOD CONNECTION
WITHOUT DAMAGING THE CONDUCTORS. [NEC 110.14(A)]
· FLEXIBLE, FINE-STRANDED CABLES SHALL BE TERMINATED ONLY
WITH TERMINALS, LUGS, DEVICES, OR CONNECTORS THAT ARE
IDENTIFIED AND LISTED FOR SUCH USE. [NEC 690.31(H), 110.14]
· ALL PV CIRCUIT CONDUCTORS SHALL BE MARKED ON EACH END
AND GROUPED FOR UNIQUE IDENTIFICATION. [NEC 690.31(B)]
· ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN
TIGHT AND APPROVED FOR USE IN WET LOCATIONS. [NEC 314.15]
· ALL GROUNDED, (NEUTRAL), CONDUCTORS' INSULATION SHALL BE SOLID WHITE, GRAY,
OR WITH 3-WHITE STRIPES. [NEC 200.6, 200.7, 400.22]; ALL GROUNDING CONDUCTORS
SHALL BE OF BARE WIRE WITHOUT COVERING, OR WITH INSULATION OF GREEN OR
GREEN WITH YELLOW STRIPES, NEC 250.119 & 400.23. THE COLOR OF UNGROUNDED
CONDUCTORS SHALL BE OTHER THAN FOR GROUNDED, (NEUTRAL), AND GROUNDING
CONDUCTORS. [NEC 310.110(C)]
· MAXIMUM CONDUCTOR LENGTH BETWEEN SUPPLY SIDE CONNECTION AND
OVERCURRENT PROTECTION IS 10FT. [NEC 705.31]
· CONNECTIONS ON THE LOAD SIDE OF THE SERVICE DISCONNECTING MEANS OF THE
OTHER SOURCE(S) AT ANY DISTRIBUTION EQUIPMENT ON THE PREMISES SHALL BE IN
ACCORDANCE WITH NEC 705.12(B).
· DC WIRING INSIDE A BUILDING MUST BE IN METALLIC TYPE RACEWAYS, CONDUITS,
ENCLOSURES, OR CABLE SHEATHINGS. [NEC 690.31(G)]
· METALLIC TYPE RACEWAYS, CONDUITS, ENCLOSURES, AND CABLE SHEATHS
CONTAINING CIRCUITS OVER 250-VOLTS TO GROUND MUST BE BONDED IN
ACCORDANCE WITH NEC 250.97.
· CONNECTORS SHALL BE OF LATCHING OR LOCKING TYPE. CONNECTORS THAT ARE
READILY ACCESSIBLE AND OPERATING AT OVER 30-VOLTS SHALL REQUIRE A TOOL TO
OPEN AND MARKED "DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT
INTERRUPTING." [NEC 690.33(C) & (E)(2)]
· FOR PV MODULES, EQUIPMENT GROUNDING CONDUCTOR (EGC) SMALLER THAN #6-AWG
SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY AN IDENTIFIED RACEWAY OR CABLE
ARMOR, UNLESS INSTALLED WITHIN HOLLOW SPACES OF THE FRAMING MEMBERS OF
BUILDINGS OR STRUCTURES AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. [NEC
690.46, 250.120(C)]
· THE INTERCONNECTION POINT SHALL BE ON THE SUPPLY SIDE OF ALL GROUND-FAULT
PROTECTION EQUIPMENT. [NEC 705.32]
· CABLES/WIRES THAT ARE SUBJECT TO PHYSICAL DAMAGE, SUCH AS THOSE NOT
LOCATED UNDER THE MODULES, MUST BE PROTECTED. [NEC 300.4]
· FOR ELECTRICAL SERVICE REPLACEMENTS, BONDING TO THE METAL PIPES OF
NATURAL GAS, HOT WATER, AND COLD WATER MUST BE PROVIDED. [NEC 250.104]
· GROUNDING ROD ELECTRODES SHALL BE INSTALLED 8-FT MINIMUM IN CONTACT WITH
SOIL AND MINIMUM 5/8-INCH DIAMETER. [NEC 250.52(A)(5), 250.53(G)]
· THE MARKINGS, "WARNING: PHOTOVOLTAIC POWER SOURCE", FOR DC RACEWAYS AND
CABLE ASSEMBLIES MUST BE NO MORE THAN 10-FT O.C.; AND IS SEPARATED BY
ENCLOSURES, WALLS, PARTITIONS, CEILINGS, FLOORS, OR BENDS ABOVE OR BELOW
PENETRATIONS. [NEC 690.31(G)(3)&(4)]
· WORKING CLEARANCES TO BE PROVIDED AT NEW AND EXISTING ELECTRICAL
EQUIPMENT. [NEC 110.26]
· POWER PRODUCTION SYSTEMS, AND ALL ASSOCIATED WIRING AND
INTERCONNECTIONS OPERATING IN PARALLEL WITH A PRIMARY POWER SOURCE SHALL
BE PERFORMED ONLY BY QUALIFIED PERSONS. [NEC 690.4(C), 705.8]
· LABELS SHALL BE REFLECTIVE, AND ALL LETTERS SHALL BE CAPITALIZED AND SHALL BE
A MINIMUM HEIGHT OF 3/8" IN WHITE ON A RED BACKGROUND. [NEC 690.31(G)(4)]
· IDENTIFICATION OF POWER SOURCE RAPID SHUTDOWN AND LABELING SHALL BE IN
ACCORDANCE WITH NEC 690.56(C).
· SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED
ONTO THE EXISTING DWELLING AS PER THE 2019 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. (CRC 314,315)
· SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED PER CRC SECTIONS
314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE FIELD.
· A LADDER MUST BE PROVIDED FOR INSPECTIONS IN ACCORDANCE WITH Cal-OSHA
REGULATIONS, SECURED AND EXTENDING 3-FT ABOVE THE ROOF.
· ALL OF THE REQUIRED MARKINGS, SIGNS, AND LABELS MUST BE INSTALLED ON ALL
EQUIPMENT PRIOR TO ANY INSPECTIONS.
1A OF 11
COUNTY ELECTRONIC STAMP
Bldg permit#101109184
Elect permit#20175177
Issued on 2/16/22
801 E Borchard Ave
02/17/22
Page
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08 OF 11
COUNTY ELECTRONIC STAMP
801 E Borchard
Ave02/17/22
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09 OF 11
COUNTY ELECTRONIC STAMP
801 E Borchard
Ave02/17/22
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10 OF 11
RAIL TO RAIL
BONDING #6 BARE
COPPER WIRE
INV
(IF USED)
MSP
CONTINUOUS
GROUND PER SLD
JBOX
GROUND
BUSHINGS
REQ.
MODULE
RAIL
SOLAR
METER
(IF REQ)
(A)
(1) BOND STRIP GROUNDS RAIL TO
RAIL SPLICES - STAR WASHERS USED
TO BOND RAIL TO BONDING STRIP
(2) SPLICE BAR, SELF-TAP SCREWS
JOIN RAILS. BONDING STRIPS USED
ON RAILS WITH GROUND LUGS.
(1) (2)
(3)
IF SPLICE BAR HAS INTEGRATED
GROUND, BONDING STRIP IS
NOT NECESSARY.
(3) WHERE NEITHER BONDING STRIP, INTEGRATED
GROUNDING SPLICE BAR, OR INTEGRATED
GROUNDING MIDCLAMP ARE USED, UL 2703
APPROVED GROUND LUG WITH #6 BARE COPPER
SHALL BE USED TO GROUND SPLICED RAILS.
USE METHOD (2)
(1)
(C) RAIL SPLICE GROUNDING
(C)
#6 BARE
COPPER
RAIL
1
RAIL
2
EITHER METHOD 1-3 PER MANUFACTURERS INSTALL INSTRUCTIONS
CONDUIT
COMPRESSION
FITTING
LOCK NUT
GROUNDING
BUSHING
WITH LAY-IN LUG
ENCLOSURE
CONTINUOUS
GROUND
STRIP
INSULATION
CONDUIT GROUNDING DETAIL
EQUIPMENT GROUND
BUSHINGS REQ. FOR
SYSTEMS OVER 250V
A GROUNDING MID CLAMP
EACH GROUNDING MID CLAMP PIERCES THROUGH THE
ANODIZED COATINGS OF BOTH THE MODULE FRAME AND
THE MOUNTING RAIL TO FORM SECURE ELECTRICAL BONDS,
WHICH ARE REPEATED THROUGHOUT THE ARRAY AND AT
LEAST TWICE PER PANEL. MODULE SHALL BE GROUNDED
AT LEAST TWICE OVER WITH A MINIMUM OF TWO
MIDCLAMPS.
-UNIRAC GROUNDING MID CLAMP WITH SERRATED TEETH
MIDCLAMP TEETH
MODULE PENETRATION MAX. UTILIZATION OF RAIL
WITH 1/4" SPACING
SERRATED T-BOLT BONDS
CLAMP TO RAIL
COUNTY ELECTRONIC STAMP
801 E Borchard
Ave02/17/22
Page
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11 OF 11
COUNTY ELECTRONIC STAMP
801 E Borchard
Ave02/17/22
CONTRACTOR INFORMATION
CONTRACTOR: SOLARPLEX LLC
ADDRESS: 5902 FIRESTONE BLVD, SOUTH GATE, CA 90280
PHONE: (562) 806-6000
LICENSE #/TYPE: #1056065/B,C10
TABLE OF CONTENTS
PAGE 1 COVER PAGE
PAGE 2 SITE PLAN
PAGE 3 PLOT PLAN
PAGE 4 SINGLE LINE DIAGRAM
PAGE 5 STRUCTURAL ATTACHMENT DETAIL
PAGE 6 LABELS AND WARNING SIGNAGE
PAGE 7 PV MODULE SPEC SHEET
PAGE 8 INVERTER SPEC SHEET
PAGE 9 UL LISTING
PAGE 10 GROUNDING
PAGE 11 RAPID SHUTDOWN
PROJECT INFORMATION
NAME:OVIEDO, BLANCA
ADDRESS:801 E BORCHARD AVE, SANTA ANA, CA 92707
APN:01440305
JURISDICTION:SANTA ANA
SYSTEM INFORMATION
SIZE(kw): 2.800
MODULE TYPE: 8 LONGI LR4-60HPB-350M
INVERTERS(S): 8 ENPHASE IQ7-60-2-US
INVERTER TYPE: MICRO-INVERTER
SCOPE OF WORK:
INSTALL
(8) ROOF MOUNTED PV SOLAR MODULES,
(8) ENPHASE IQ7-60-2-US INVERTER(S)(240V).
(1) 125A ELECTRICAL SUB PANEL (240V), 1PH, 3W.
(DC) / 2.530 (CEC-AC)
PHOTOVOLTAIC MODULES AND PANEL SYSTEMS INSTALLED ON OR
INTEGRAL WITH BUILDINGS, OR TO BE FREESTANDING (NOT
ATTACHED TO BUILDINGS) SHALL BE TESTED, LISTED, AND
IDENTIFIED WITH A FIRE CLASSIFICATION (CLASS C MINIMUM) IN
ACCORDANCE WITH UL1703. WHERE CLASS A OR B ROOFING IS
REQUIRED, THE PV SOLAR SYSTEM (PV PANEL & RACK) SHALL HAVE
THE SAME CLASS/TYPE RATING OR BETTER.
OCCUPANCY GROUP: R3
CONSTRUCTION TYPE: V-B
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1B OF 11
COUNTY ELECTRONIC STAMP
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1C OF 11
NOTE:
1. IN CASE OF EMERGENCY, CALL ______________________ AT WORK PHONE #___________________ OR HOME PHONE#__________________.
2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.
3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA
RUNOFF, VEHICLE TACKING, OR WIND.
4. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE
FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.
5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER
POLLUTANTS.
6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING
MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR
RECYCLE BINS.
8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF
MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR
CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS
SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.
9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES,
HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR
BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY
ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL
DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE
DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED
GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.
11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE
DIRECTED TOWARD DESILTING FACILITIES.
12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED
WATER CREATES A HAZARDOUS CONDITION.
13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.
14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS
INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.
15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON
SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE
MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE
FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT
FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.
COUNTY ELECTRONIC STAMP
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02 OF 11
MS
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ROOF SECTION PLAN
SCALE: NTS
PV MODULE
COMP SHINGLE ROOFING
MATERIAL
2"X4" ROOF TRUSS
@ 24" O.C
24"LOAD BEARING WALL
RIDGE
40" MAX SPAN
N
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Scale: 3/16" = 1'-0"
(For 24x36 Print)
COUNTY ELECTRONIC STAMP
801 E BORC
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MAIN
RESIDENCE
FRONT
OF
RESIDENCE
REAR
OF
RESIDENCE
(E)
DRIVEWAY
(E)
PATIO
(E)
PATIO
(E) PV ARRAY
26'-6"
20'-5"
20'-11"
58'-9"
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BUILDING SPECIFICATIONS
TYPE:S.F.D
STORIES:1
BUILDING HEIGHT(FT.): 12
BUILDING(SQ.FT):1548
ROOF SLOPES(°):20
ROOF FRAME MEMBER: 2X4 TRUSS
O.C. SPACING(IN.):24
MAX SPAN:40'-0" IN BETWEEN SUPPORTS
MIN LAG BOLT
EMBEDMENT(IN.):2-1/2
MOUNTING AND STANDOFF
SPECIFICATIONS
ROOFING MATERIAL:SINGLE LAYER COMP
RACKING SYSTEM:UNIRAC
STANDOFF DISTANCE(IN.): 72
MOUNTING TYPE: FLUSH MOUNT
TILT LEG HEIGHT (IN.): N/A
HEIGHT OF PV MODULE
ABOVE ROOF SURFACE:3" TO 5"
MAX CANTILEVER (IN.): 24
SYSTEM SPECIFICATIONS
SIZE(kW):2.800
MODULE:(8) LONGI LR4-60HPB-350M
INVERTER(S):(8) ENPHASE IQ7-60-2-US
INVERTER TYPE:MICRO-INVERTER
STRING SCHEDULE:1 CIRCUIT(S) OF 8 MODULES
SYSTEM WEIGHT(LBS): 383.92
ARRAY AREA(SQ.FT):156.87
ARRAY AZIMUTH(°):278
LBS/SQ.FT:2.45
03 OF 11
ROOF MOUNTED NOTES:
ADDITIONAL BUILDING DATA
TOTAL ARRAY AREA (SQ. FT.):362.87
TOTAL PLAN VIEW ROOF AREA (SQ. FT.):1548
OCCUPYING PV PERCENTAGE:23.44%
SPRINKLER SYSTEM INSTALLED (IFC 903.3.1.3)NO
- SOLAR PHOTOVOLTAIC SYSTEM TO BE INSTALLED
ON RESIDENTIAL STRUCTURE (GROUP R3 BUILDINGS).
-THIS SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM
THE LOCAL JURISDICTION AND THE UTILITY IS OBTAINED.
-A 36-INCH WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY
ESCAPE AND RESCUE OPENING(S).
-IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A VERIFIABLE
GROUNDING ELECTRODE, IT IS THE CONTRACTOR'S RESPONSIBILITY
TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE.
R324.6.1 Pathways
R324.6.2 Setback at ridge
R324.6.2.1 Alternative setback at ridge
Exceptions:
1. These requirements shall not apply to structures designed and
constructed in accordance with the International Residential Code.
2. These requirements shall not apply to roofs with slopes of 2
units vertical in 12 units horizontal or less.
ROOF ACCESS POINTS PER
2019 CRC, R324 (IFC 1204)
MS
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Scale: 3/16" = 1'-0"
(For 24x36 Print)
(E) PV ARRAY
COUNTY ELECTRONIC STAMP
(E) 30A AC DISCONNECT 2P - NON FUSIBLE
(E) 100A MAIN SERVICE PANEL
120/240VAC SINGLE PHASE
(N) ENPHASE AC COMBINER BOX 240VAC, NEMA 3R
(E) SOLAREDGE SE3800H-US INVERTER
(N) 30A AC DISCONNECT 2P - NON FUSIBLE
(N)125A AC LOAD CENTER
NO OTHER LOADS ATTACHED
EXTERIOR CONDUIT (7/8"+ ABOVE ROOF)
NEMA 3R JUNCTION BOX
3'
ROOF ACCESS POINT
(STREET-SIDE)
3FT FIRE PATHWAY
3'
3'
3'
(N) 125A SUB PANEL 120/240VAC
SINGLE PHASE
801 E Borchard
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INVERTER VALUES:
BRAND AND MODEL:
ENPHASE
IQ7-60-2-US
INVERTER TYPE: MICRO-INVERTER
MAX INPUT VOLTAGE (V): 48
MAX INPUT CURRENT (A): 15
NOMINAL OUTPUT
VOLTAGE (V): 240
MAX CONT. OUTPUT
CURRENT (A): 1
INVERTER OCPD (A): 15
MAX POWER AT 25ºC (W): 240
AMBIENT TEMPERATURE ºF: -40
PV MODULE RATINGS
BRAND AND MODEL:
LONGI
LR4-60HPB-350M
MAX POWER [Pmax] (w): 350
MAX POWER-POINT
VOLTAGE [Vmp] (V): 34.4
OPEN CIRCUIT VOLTAGE
[Voc] (V):40.4
MAX POWER-POINT
CURRENT [Imp] (A):10.18
SHORT CIRCUIT CURRENT
[Isc] (A):11.16
MAX SERIES FUSE [OCPD] (A): 20
MAX SYSTEM VOLTAGE (V): 600
SYSTEM RATINGS
NOMINAL SYSTEM VOLTAGE
(V):240Vac
AC INVERTER OUTPUT (A):8.00
OPERATING TEMP (ºC)ͲϳǑdK39Ǒ
NOTES:
1- ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY
CONTINUOUS (NEC 250.90, 250.96).
2- GROUNDING BUSHINGS ARE REQUIRED AROUND PREPUNCHED CONCENTRIC
KNOCKOUTS ON THE DC SIDE OF THE SYSTEM (NEC 250.97)
3- THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR
SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT. (NEC 250.64)
4- THE EQUIPMENT GROUNDING CONDUCTOR MAY BE USED AS A GROUNDING
ELECTRODE CONDUCTOR. (NEC 250.121 EXCEPTION, INSTALLED PER 250.6(A), II, III, VI.)
5- INSTALLER TO IDENTIFY THE EXISTING GROUNDING ELECTRODE TYPE (I.E. DRIVEN
ROD, UFER, WATER PIPE, OR COMBINATION OF SOME
OR ALL OF THE PREVIOUSLY MENTIONED). IN EXISTING ELECTRICAL SYSTEMS THAT USE
ONLY A WATER PIPING GROUNDING ELECTRODE SYSTEM, AN ADDITIONAL GROUNDING
ELECTRODE (I.E DRIVEN ROD) SHALL BE PROVIDED. (NEC 250.50)
-PER NEC 250.53(2), A SINGLE ROD, PIPE OR PLATE ELECTRODE SHALL BE
SUPPLEMENTED BY AN ADDITIONAL ELECTRODE OF TYPE SPECIFIED IN 250.52(A)(2)
THROUGH (A)(8) SPACED NO LESS THAN 6FT APART.
EXCEPTION, IF A SINGLE ROD, PIPE OR PLATE GROUNDING ELECTRODE HAS A
RESISTANCE TO EARTH OF 25 OHMS OR LESS, THE SUPPLEMENTAL ELECTRODE SHALL
NOT BE REQUIRED.
-#4 AWG CU TO UNDERGROUND METAL WATER PIPE THAT IS A MINIMUM 10 FOOT BURIAL
IN PIPE LENGTH. CONNECT GROUNDING ELECTRODE CONDUCTOR WITHIN FIVE FEET OF
WHERE IT ENTERS BUILDING. 250.52(A)(1), 250.68(C).
-ADDITIONAL #4 AWG CONNECTION TO UFER IF AVAILABLE PER 250.66. IF UFER NOT
AVAILABLE THEN TWO #6 AWG CU CONNECTIONS TO GROUND RODS SEPARATED BY AT
LEAST 6 FT IS NEEDED 250.33.
MICROINVERTER TO JBOX
ITEM NUMBER OF MODULES
IN CIRCUIT ADJUSTED TEMP. ADJUSTMENT
(7/8"+ ABOVE ROOF)
CORRECTED Ifc (A)
FOR WIRE SIZING AWG NEEDED NUMBER OF
CONDUCTORS EGC SIZE CONDUIT
1.1 8 10.00 0.91 10.99 #12 THWN-2 L1, L2, G #6 ENPHASE Q CABLE
MICRO INVERTER INPUT (DC SIDE)
POWER: 350W < MAX INPUT POWER OK
VOLTAGE: 40.4 x 1.14 x 1 = 46.06V < 48V OK
SHORT CIRCUIT: 11.16 x 1.25 = 13.95A < 15A OK
WIRE CHECK FROM ABOVE TABLE
ENPHASE Q CABLE CONTAINS (2) #12 THWN-2 AWG WIRES: 10.99A < 30A OK
04 OF 11
MAXIMUM VOLTAGE & VOLTAGE CORRECTION FACTOR (DC SIDE)
MICRO-INVERTER INPUT [CEC 690.7]
LOWEST EXPECTED AMBIENT
TEMPERATURE (ºC):-7 Ǒ
VOLTAGE CORRECTION FACTOR:1.14
MODULE OPEN CIRCUIT VOLTAGE:40.4
MODULE PER MICRO-INVERTER 1
ADJUSTED VOLTAGE:46.06
MAXIMUM VOLTAGE:48 V
SOLAR PV CIRCUIT BREAKER
AIC RATING = 10kA
SUB PANEL BUS RATING
PER NEC 705.12(B)(2)(3)(b)
125A x 120% = 150.00A
TOTAL BUS LOAD = 130.00A ≤ 150.00A
LOAD CENTER TO MSP CALCULATION
ITEM
TOTAL
INVERTER
OUTPUT (A)
CONTINUOUS RESULT (A)TEMPERATURE
CORRECTION CORRECTED (A)AWG NEEDED NUMBER OF
CONDUCTORS EGC/GEC CONDUIT
3.1 8.00 1.25 10.00 0.91 10.99 #10 THWN-2 L1, L2, N, G #8 3/4" EMT
4.1 24 1.25 30.00 0.91 32.97 #10 THWN-2 L1, L2, N, G #8 3/4" EMT
J-BOX TO LOAD CENTER CALCULATION
ITEM ADJUSTED
(A)
TEMP. ADJUSTMENT
(7/8"+ ABOVE ROOF)ADJUSTED (A) Ifc
# ENERGIZED
CONDUCTORS
IN RACEWAY
RACEWAY
ADJUSTMENT
FACTOR
ADJUSTED (A) AWG NEEDED NUMBER OF
CONDUCTORS EGC SIZE CONDUIT
2.1 10.00 0.91 10.99 2 1.00 10.99 #10 THWN-2 (1)L1, (1)L2, G #8 3/4" EMT
(N) 30A PV BREAKER
8 TOTAL MODULES
8 TOTAL INVERTERS
EQUIPMENT LEGEND
ITEM DESCRIPTION
A (N) LONGI LR4-60HPB-350M
MODULE
B (N) NEMA 3R JUNCTION BOX (1)
TOTAL. SEE LAYOUT.
C (N) ENPHASE AC COMBINER BOX
240VAC, NEMA 3R, 10KAIC
D (N) NEMA 3R 30A AC DISCONNECT
240VAC 10,000AIC RATING,
NON-FUSIBLE, BLADE TYPE VISIBLE
& LOCKABLE
INV #1: (N) ENPHASE IQ7-60-2-US INVERTER
PV SOLAR BREAKER TO BE MOUNTED
ON THE OPPOSITE END OF THE BUSBAR
FARTHEST FROM THE MAIN BREAKER
OR INPUT FEEDER, AND NOT TO BE AT
BOTH ENDS IF IT IS A CENTER-FED
PANELBOARD. 705.12 (B)(2)(3)(b) or (d)
#6 BARE
COPPER
GROUND -
EQUIPMENT
CIRCUIT 1 - 8 MODULES
INV# 1
(TYP.)
A
1.1
4.1
ON
OFF
G
D 4.1
G
20A
PV SOLAR
10A
ENVOY.
C
(N) 20A PV
BREAKER
(N) 20A PV
BREAKER
G
(N)
PV LOAD ONLY
COMBINER BOX
125A, 10KAIC, 240V
(12) MODULES
(E) SOLAREDGE
SE3800H-US INVERTER
(E) 30A
AC DISCONNECT
(E) PV SYSTEM NOT IN SCOPE OF WORK
G
B
2.1
3.1
PER NEC 250.122,
250.166, 690.47(C)(3),
250.64(E) SEE NOTES
EGC/GEC
SEE NOTE 5
M
N
(E) 100A
MAIN BREAKER
END-FED
G
LINELOAD
(E) 100A MAIN SERVICE
METER/PANEL 120/240VAC, 1-PHASE,
3-WIRE, 10KAIC RATING, MSP SUITABLE
FOR USE WITH 60°C/75°C Cu/Al WIRE
N
(N) 125A SUB PANEL 120/240VAC,
1-PHASE, 3-WIRE, 10KAIC RATING,
MSP SUITABLE FOR USE WITH
60°C/75°C Cu/Al WIRE
(N) 30A PV
BREAKER
(N) 100A
MAIN
BREAKER
ALL RELOCATED
BREAKERS ARE
WITHIN 6' OF
ORIGINAL
LOCATION
ADJACENT TO MAIN
SERVICE PANEL.
[210.12(D)]
LUG
ONLY
(3) #3 AWG Cu
(1) #8 AWG Cu
1" EMT
COUNTY ELECTRONIC STAMP
801 E Borchard
Ave02/17/22
Page
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05 OF 11
(1) 5/16"x 3.5" lag
screw minimum
2-1/2" embedment
Unirac Rail
L-Foot w/
hardware
flashing
pv module
(1) 5/16"x 3.5" lag
screw minimum
2-1/2" embedment
flashing
pv module
Unirac Rail, L-Foot
comp shingle roofing
materialroof framing
3" TO 5"
COUNTY ELECTRONIC STAMP
801 E Borchard
Ave02/17/22
Page
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06 OF 11
NEC 705.10 - ON MAIN SERVICE PANEL:
CAUTION
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS
LOCATED AS SHOWN.
801 E BORCHARD AVE, SANTA ANA, CA 92707
WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY
BE ENERGIZED IN THE OPEN POSITION
NEC 690.13, 690.15 - ON AC/DC DISCONNECT
NEC 690.53, 690.54 - ON AC/DC DISCONNECT
AC PHOTOVOLTAIC DISCONNECT
NEC 690.13, 690.15 - AT J-BOXES, ENCLOSURES, DISTRIBUTION
EQUIPMENT, AND AC/DC DISCONNECTS
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND
LOAD SIDE MAY BE ENERGIZED IN THE
OPEN POSITION
NEC 690.56 - WITHIN 3FT OF SERVICE DISCONNECT:
RAPID SHUTDOWN SWITCH FOR
SOLAR PV SYSTEM
(690.56(C) RED WITH WHITE LETTERING)
WARNING
POWER SOURCE OUTPUT CONNECTION
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
NEC 705.12(B)(2)(3)(b) - BY BREAKER AT DISTRIBUTION EQUIPMENT:
NEC 705.12(B)(3) - AT DISTRIBUTION EQUIPMENT:
AC PHOTOVOLTAIC DISCONNECT
WARNING
MULTI - POWER SUPPLY
SOURCES INCLUDE:
UTILITY GRID, PV SOLAR
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN PV
SYSTEM AND REDUCE SHOCK
HAZARD IN ARRAY
SOLAR ELECTRIC
PV PANELS
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
(690.56(C)(1)(a) YELLOW WITH BLACK LETTERING)
NEC 690.56 - ON RAPID SHUTDOWN DISCONNECT:
OUTPUT CURRENT:
OPERATING VOLTAGE: 240V
24.0A
NEC 690.54 - ON AC DISCONNECT:
NEC 705.12(B)(2)(3)(c) - BY BREAKER AT DISTRIBUTION EQUIPMENT:
WARNING
THIS EQUIPMENT FED BY MULTIPLE
SOURCES. TOTAL RATING OF ALL
OVERCURRENT DEVICES, EXCLUDING MAIN
SUPPLY OVERCURRENT DEVICE, SHALL
NOT EXCEED AMPACITY OF BUSBAR
ALL PLAQUES AND SIGNAGE REQUIRED BY THE LATEST EDITION OF CALIFORNIA
ELECTRICAL CODE WILL BE INSTALLED AS REQUIRED.
ALTERNATE POWER SOURCE PLACARD SHALL BE METALLIC OR PLASTIC, ENGRAVED,
OR MACHINE PRINTED LETTERS IN A CONTRASTING COLOR TO THE PLAQUE. THIS
PLAQUE WILL BE ATTACHED BY POP RIVETS OR SCREWS OR OTHER APPROVED
METHOD. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT.
PHOTOVOLTAIC DC CONDUCTORS SHALL BE LABELED, "WARNING PHOTOVOLTAIC DC
POWER SOURCE" OR EQUIVALENT EVERY 10 FT AND KEPT MINIMUM 18" BELOW THE
ROOF SURFACE. PV DC CIRCUIT LABELS SHALL APPEAR ON EVERY SECTION OF THE
WIRING SYSTEM THAT IS SEPARTED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS,
OR FLOORS. PV DC LABELS SHALL BE REFLECTIVE, SUITABLE FOR SURROUNDING
ENVIRONMENT, AND WHITE LETTERING ON A RED BACKGROUND. [690.31(G)]
EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES,
EQUIPMENTS, AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN
ACCORDANCE WITH 250.134 OR 250.136(A) REGARDLESS OF VOLTAGE.
EACH MODULE SHALL BE GROUNDED USING THE SUPPLIED CONNECTION POINT
IDENTIFIED ON THE MODULE AND THE MANUFACTURER'S INSTRUCTIONS.
IF THE EXISTING GROUNDING ELECTRODE SYSTEM CANNOT BE VERIFIED OR IS ONLY
METALLIC WATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A
SUPPLEMENTAL GROUNDING ELECTRODE.
EQUIPMENT COMPLIES WITH RAPID SHUTDOWN REQUIREMENTS. [690.12]
PLAQUES SHALL BE PLASTIC ENGRAVED IN A CONTRASTING COLOR TO THE PLAQUE.
MSP A/C
D.INV A/C
D.PVLC PVLCSUB
N
COUNTY ELECTRONIC STAMP
ENPHASE AC
COMBINER BOX
PV SYSTEM DISCONNECT
FOR UTILITY OPERATION
MAIN ELECTRIC
SERVICE DISCONNECT
PV LOAD CENTER
(E
)
P
V
S
Y
S
T
E
M
SUB PANEL
801 E Borchard
Ave02/17/22
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07 OF 11
COUNTY ELECTRONIC STAMP
801 E Borchard
Ave02/17/22
SOLARPLEX LLC
5902 FIRESTONE BLVD, SOUTH GATE, CA 90280 I (562) 806-6000 I
#1056065/B,C10
Project Name: OVIEDO, BLANCA I 801 E BORCHARD AVE, SANTA ANA, CA 92707
Date: April 6, 2022
Dear Plan Checker,
We have completed the plan corrections, here are the details:
Revised wall equipment according to as-built information.
Added warning label per installation on site.
Corrections are clouded and noted with Delta 1.
Sincerely,
Leon Zhu
YourSolarPlans
3000 E. Birch Street, Suite 201 I Brea, CA 92821
p: 844.PV-ELITE I e: Leora,yoursolarplans.com I s: yoursolarplans.com
801 E Borchard
Ave04/13/22
PHOTOVOLTAIC GENERAL NOTES
· ALL MATERIALS, EQUIPMENT. INSTALLATION AND WORK · ALL GROUNDED (NEUTRAL) CONDUCTORS INSULATION SHALL BE SOLID WHITE, GRAY
PERFORMED SHALL BE IN ACCORDANCE WITH THE FOLLOWING OR WITH 3-WHITE STRIPES (NEC 2000 200 7 400 22], ALL GROUNDING CONDUCTORS COUNT/ ELECTRONIC STAMP
CODES SHALL BE OF BARE WIRE WITHOUT COVERING OR WITH INSULATION OF GREEN OR
- 2019 CRC /2018 IBC GREEN WITH YELLOW STRIPES NEC 250 119 & 400 23 THE COLOR OF UNGROUNDED
.2019 CRC 12018 IRC CONDUCTORS SHALL BE OTHER THAN FOR GROUNDED. (NEUTRAL) AND GROUNDING
-2019 CEC /2017 NEC CONDUCTORS [NEC 310 110(0))
· 2019 CMC /2018 IMC
2019 CPC /2019 PC MAXIMUM CONDUCTOR LENGTH BETWEEN SUPPLY SIDE CONNECTION AND
OVERCURRENT PROTECTION IS 10FT [NEC 705 31]2019 CFC /2010 IFC
-2019 BUILDING ENERGY EFFICIENCY STANDARDS CONNECTIONS ON THE LOAD SIDE OF THE SERVICE DISCONNECTING MEANS OF THE
OTHER SOURCE(S) AT ANY DISTRIBUTION EQUIPMENT ON THE PREMISES SHALL BE IN
· ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ACCORDANCE WITH NEC 705 12(B)
ELECTRICAL TESTING LABORATORY AND L.A. TEST LAB
EQUIPMENT INSTALLED SHALL BE PER ITS LISTING REQUIREMENTS DC WIRING INSIDE A BUILDING MUST BE IN METALLIC TYPE RACEWAYS CONDUITS_
AND THE MANUFACTURERS INSTRUCTIONS (NEC 110.2. 110.3,ENCLOSURES OR CABLE SHEATHINGS [NEC 690 3110)]
6904(B/.690 12(D))
METALLIC TYPE RACEWAYS CONDUITS.ENCLOSURES, AND CABLE SHEATHS
ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED. INCLUDING CONTAINING CIRCUITS OVER 250-VOLTS TO GROUND MUST BE BONDED IN
ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES ACCORDANCE WITH NEC 250 97.
ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN CONNECTORS SHALL BE OF LATCHING OR LOCKING TYPE CONNECTORS THAT ARE
READILY ACCESSIBLE AND OPERATING AT OVER .30 -VOLTS SHALL REQUIRE A TOOL TOACCORDANCE WITH NEC ARTICLE 250.OPEN AND MARKED "DO NOT DISCONNECT UNDER LOAD" OR NOT FOR CURRENT
INTERRUPTING " (NEC 690 331C18 (E)(2)1
ALL PV CIRCUITS CONNECTED AND EQUIPMENT SHALL BE
PROTECTED AGAINST OVERCURRENT, OVERCURRENT DEVICES · FOR PV MODULES EQUIPMENT GROUNDING CONDUCTOR (EGC) SMALLER THAN46.AWG
SHALL BE LISTED FOR USE IN PV SYSTEMS OVERCURRENT SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY AN IDENTIFIED RACEWAY OR CABLE
PROTECTIVE DEVICES SHALL NOT BE REQUIRED FOR CIRCUITS ARMOR UNLESS INSTALLED WITHIN HOLLOW SPACES OF THE FRAMING MEMBERS OF
WITH SUFFICIENT AMPACITY FOR THE HIGHEST AVAILABLE BUILDINGS OR STRUCTURES AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE [NEC
CURRENT CIRCUITS CONNECTED TO CURRENT LIMITED SUPPLIES 69046 250_120(C)]
AND ALSO CONNECTED TO SOURCES HAVING HIGHER CURRENT
AVAILABILITY SHALL BE PROTECTED AT THE HIGHER CURRENT · THE INTERCONNECTION POINT SHALL BE ON THE SUPPLY SIDE OF ALL GROUND-FAULT
SOURCE CONNECTION [NEC 690 91 PROTECTION EQUIPMENT [NEC 705321
DISCONNECTING MEANS OF THE PV SYSTEM (INCLUDING RAPID · CABLES/WIRES THAT ARE SUBJECT TO PHYSICAL DAMAGE, SUCH AS THOSE NOT
LOCATED UNDER THE MODULES MUST BE PROTECTED [NEC 3004]SHUTDOWN INITIATION) SHALL BE LOCATED IN A READILY
ACCESSIBLE LOCATION NEAR THE EQUIPMENT [NEC 690 13 690 15] · FOR ELECTRICAL SERVICE REPLAC,EMENTS, BONDING TO THE METAL PIPES OF
NATURAL GAS HOT WATER AND COLD WATER MUST BE PROVIDED [NEC 250 104]
· RAPID SHUTDOWN EQUIPMENT TO COMPLY WITH NEC 690 12
GROUNDING ROD ELECTRODES SI IALL BE INSTALLED a-FT MINIMUM IN CONTACT WITt I
ENERGY STORAGE SYSTEM TERMINALS LOCATED MORE THAN 5 SOIL AND MINIMUM 5/8 -INCH DIAMETER (NEC 250 52(A)(5) 250.53(G)]
FEET AWAY OR ON OPPOSITE SIDE OF WALL FROM CONNECTED
EQUIPMENT MUST HAVE DISCONNECTING MEANS IN ACCORDANCE THE MARKINGS 'WARNING PITOTOVOL TAIC POWER SOURCE' FOR DC RACEWAYS AND
WITH NEC 706.7(E) AND LABELED PER 706 7I0) A SECOND CABLE ASSEMBLIES MUST BE NO MORE THAN /0-FT 00 AND IS SEPARATED BY
DISCONNECTING MEANS LOCATED AT THE CONNECTED ENCLOSURES WALLS PARTITIONS CEILINGS FLOORS, OR BENDS ABOVE OR BELOW
EQUIPMENT SHALL BE INSTALLED WHERE THE DISCONNECTING PENETRATIONS. [NEC 690 31(G)(318(411
MEANS AT THE ESS END OF THE CIRCUIT IS NOT WITHIN SIGHT WORKING CLEARANCES TOOT PROVIDED AT NEW AND EXISTING ELECTRICAL
EQUIPMENT [NEC 11026]· THE UTILITY-INTERACTIVE INVERTERS SHALL AUTOMATICALLY
DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL · POWER PRODUCTION SYSTEMS AND At L ASSOCIATED WIRING AND
PRODUCTION AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN INTERCONNECTIONS OPERATING IN PARALLEL WITH A PRIMARY POWER SOURCE SHALL
RESTORED (NEC 705 40]BE PERFORMED ONLY BY QUALIFIED PERSONS [NEC 690 41C) 7058)
ALL CONDUCTORS IN EXPOSED OUTDOOR LOCATIONS SHALL BE LABELS SHALL BE REFLECTIVE AND ALL LETTERS SHALL BE CAPITALIZED AND SHALL BE
LISTED AND IDENTIFIED FOR USE IN DIRECT SUNLIGHT AND FOR A MINIMUM HEIGHT OF 3'8 IN WHITE ON A RED BACKGROUND [NEC 690.31(G1(4)]
THE APPLICATION [NEC 690 31(C) THROUGH (F). 310 10(D)]
IDENTIFICATION OF POWER SOURCE RAPID SHUTDOWN AND LABELING SHALL BE IN
INSULATION OF EXPOSED CONDUCTORS UNDER THE MODULES ACCORDANCE WITH NEC 690 56(C)
SHALL BE USE 2 OR PV.WIRE TYPE FOR PV SYSTEMS (UL 4703
854 LISTED) [NEC 690 31(C))· SMOKE ALARMS AND CARBON mONOxIDE ALARMS ARE REQUIRED 10 BE RE ['ROE! ! I ED
ONTO THE EXISTING DWELLING AS PER THE 2019 CRC THESE SMOKE ALARMS ARE
REQUIRED TO BE IN ALL BEDROOMS OUTSIDE EACH BEDROOM AT LEAST ONE ONFINE STRANDED CABLE CONNECTIONS MUST BE MADE IN LUGS .AND
EACi I FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS ARE REQUPED TO BE
AND TERMINALS TO ENSURE A THOROUGHLY GOOD CONNECTION RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE
WITHOUT DAMAGING THE CONDUCTORS [NEC 110 14(A)]HOUSE .(CRC 314 315)
FLEXIBLE, FINE-STRANDED CABLES SHALL BE TERMINATED ONLY SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED PER CRC SECTIONS
WITH TERMINALS LUGS DEVICES, OR CONNECTORS THAT ARE 314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE FIELD
IDENTIFIED AND LISTED FOR SUCH USE [NEC 690 3111-1). 110 14]
· A LADDER MUST BE PROVIDED FOR INSPECTIONS IN ACCORDANCE WITH Cal-OSHA
ALL PV CIRCUIT CONDUCTORS SHALL BE MARKED ON EACH END REGULATIONS, SECURED AND EXTENDING 3-FT ABOVE THE ROOF
AND GROUPED FOR UNIQUE IDENTIFICATION [NEC 690 3163)1 · ALL OF THE REQUIRED MARKINGS, SIGNS AND LABELS MUST BE INSTALLED ON ALL
ALL EXTERIOR CONDUIT FITTINGS, AND BOXES SHALL BE RAIN EQUIPMENT PRIOR TO ANY INSPECTIONS
TIGHT AND APPROVED FOR USE IN WET LOCATIONS [NEC 314.15]
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801 E Borchard
Ave04/13/22
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EN PHASE
Enphase IQ 7 and IQ 7+ Microinverters
,Spur DATA (DC1
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ENPHASE
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801 E Borchard
Ave04/13/22
.,401·11.
CSA
Group
1101110e.
Certificate of Compliance
Certificate; 2462554 Master Contract: 254141
Project: 2692509
Issued to: Hanwha Q.CELLS GmbH
17-21 Sonnenallee
Bitterfeld-Wolfen, Saxony-Anhalt 06766
Germany
Date Issued. January 28, 2014
The products listed below are eligible to bear the CSA
Mark shown with adjacent indicators 'C' and 'US' for
Canada and US or with adjacent indicator 'US' for
US only Or without either indicator for Canada only.
c US
rq Awictrwca,
Issued by: BriJ Aggarwal. P.Ene
PRODUCTS
CLASS 5311 10 - POWER SUPPLIES - Photovoltaic Modules and Panels
CLASS 5311 90 - POWER SUPPI.IES - Photovoltaic Modules and Panels - Certified to US
Standards
PhOlOVOItaic Modules with maximum system voltage of 600 V dc or 1000 V de. and Class C fire class rating,
Model Series Q.BASE (3Y XXX; Q.PRO GY XXX, Q.PLUS-G3 XXX. Q.PRO BER-03 XXX, Q.PRO RIK-
03 XXX where XXX is the power output front 205 W to 280W, Q PEAK XXX, Q PF.AK - GY XXX and
Q PEAK BLK XXX, Q PEAK BLK - GY XXX where XXX is the power output from 245 W to 295 Wand
Q.PRO 1 XXX where XXX is the power output from 280 W to 335 W (in steps of 5 W) with the following
electrical ratings typical at 230W for Q.BASE./Q PRO, 270W for Q.PLUS-03, 240W for QPRO BFR-03
Q PRO BLK, 249W for Q PEAK and 100W for Q PRO I respectively 2 Standard Test Condition (STC).
Open Circuit Voltage t Voct: 36.69 36.79138 73'36 641655145 4 V
Short Circuit Current Ilse) 8 58/8.63/9 44/8.24/8 998.82 A
Operating Voltage (Vpmax) 28 96,29 07/30 62/30 73129.55/35 8 V
Current at Operating Voltage (lpmax): 7 99/8 04i8 82/7 818 298.38 A
Lams RtA, 2012.5-22 1,0 I
Test Verification of Conformity
[...In Ike basis NI fro 1441astalissabirn the samasiti el in* ware product Mee been foend la tirtitplgaihK at
Ow searanadvansersainset awl am be rats a era anwir en.
Product Dataptiore
Ratings & Peinitiple
Characteristic*
Morals,
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Relevant Standerd6
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Date of rens.
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145.5 kneser Ave.
Kiverted, CA 94544
USA
RR Reels wen Integrated Cir °unary/.
rg Vass Reatante Ram
+four Mount (Svnenetual) CASS A Fire Rated for IRVIStpcm apotrations when dung,rwe 1.2
and 3, fsted Prettovoltalc rnoddes Chas A Fre Rated for SteapSrepe taphatt.s.th TY9Par
2 and A lista pnostwoltalc moat es tested wdo a 3" gapLdtstento between Me bottom the
nalltdell66. 9nd 4..ol not&641. per the standard ths astern an Overacted at alre gee
*lowed by.the Manufacturers instal Neon instructions. No peracterguardingrs reooired
5131 GO 005. 51-616041158, S1 5000-601 end 51-4S-061
ho *Wet Roof Mount
UL 001 Mar. ISL and IS 3l Standard for Safety MounalgGesienu...untnit 6a.tes·
.aarrapinejleteYition El.lit2P-s, and Ground Lugs be U. WWI Plat.Plate Photowita,caSodides
and.Partels, Pad Edam dated law 211, 10t5 lafarencin1410763 Third Steam dated Nov la
MU, aection 31.2) Standard for Saletyfor Rat-Pleb- Photostilac Snail. and Panes.
Interva Testing Services NA, Inc.
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801 E Borchard
Ave04/13/22
(C) RAIL SPLICE GROUNDING
EITHER METHOD 1.3 PER MANUFACTURERS INSTALL INSTRUCTIONS
(1) BOND STRIP GROUNDS RAIL TO
RAIL SPLICES -STAR WASHERS USED
g liitOTO BOND RAIL TO BONDING STRIP
,
\
-- _
,I RAIL RAIL ..
2 ,..
, ---- 2AC-
I- #6 BARE (3)
COPPER
(3) WHERE NEITHER BONDING STRIP, INTEGRATED
GROUNDING SPLICE BAR OR INTEGRATED
GROUNDING MIDCLAMP ARE USED, 01 2703
APPROVED GROUND LUG WITH #6 BARE COPPER
SHALL BE USED TO GROUND SPLICED RAILS.
USE METHOD (2)
RAIL TO RAIL
BONDING #6 BARE
COPPER WIRE -,
JBOX
GROUND
BUSHINGS
REQ.
,
\—
CONDUIT-
COMPRESSION- --
FITTING
(2) SPLICE BAR SELF-TAP SCREWS
JOIN RAILS BONDING STRIPS USED
ON RAILS WITH GROUND LUGS
IF SPLICE BAR HAS INTEGRATED
GROUND BONDING STRIP IS
NOT NECESSARY
T
ir c
no nuoo
LOCK
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GROUNDING
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\
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CONDUIT GROUNDING DETAIL
EQUIPMENT GROUND
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SYSTEMS OVER 250V
\
(C)/ (A)
A CONTINUOUS
s\". GROUND PER SLD_--- _ _INV
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-
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METER
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MODULE PENETRATION_ \
MODULE
RAIL
SERRATED T-BOL I BONDS
CLAMP TO RAIL
GROUNDING MID CLAMP
EACH GROUNDING MID CLAMP PIERCES THROUGH THE
ANODIZED COATINGS OF BOTH THE MODULE FRAME AND THE
MOUNTING RAIL TO FORM SECURE ELECTRICAL BONDS WHICH
ARE REPEATED THROUGHOUT THE ARRAY
MSP
Ad\ IRONRIDGE
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801 E Borchard
Ave04/13/22
Enphase·Energy // Rapid Shutdown
Rapid shutdown is built-in
The 2014 edition of the National Electrical Code (NEC 2014) added
new rapid shutdown requirements for PV systems installed on buildings.
Enphase Microinverters fully meet rapid shutdown requirements in the
new code without the need to install any additional electrical equipment.
What's new in NEC 2014?
· ! roo! o„,·
String inverters require work arounds for rapid shutdown
fhisicientwi Siring Inernwt Commercial String Inverter
Enphase comes standard with rapid shutdown capability
— —
To learn more, visit
Commeiclal Microinverter
[el enphase
7,0,2010 01.1W E.1185 ape Snutlown Syslom Ego
(9 ONLINE crarincloritilltalaatilaaT___
QUW.E341165
Photovoltaic Rapid Shutdown System Equipment
Photovoltaic Rapid Shutdown System Equipment
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PROJECT INFORMATION
NAME:OVIEDO, BLANCA
ADDRESS: 801 E BORCHARD AVE, SANTA ANA, CA 92707
APN:01440305
JURISDICTION:SANTA ANA _
CONTRACTOR INFORMATION
CONTRACTOR: SOLARPLEX LLC
ADDRESS: 5902 FIRESTONE BLVD, SOUTH GATE, CA 90280
PHONE: (562) 806-6000
LICENSE #/TYPE: #1056065/13,C10
SIZE(kw):
MODULE TYPE:
INVERTERS(S):
SYSTEM INFORMATION
3.200 (DC) / 2.883 (CEC-AC)
8 HANWHA Q CELLS Q.PEAK DUO BLK ML-G10.A+ 400
8 ENPHASE1Q7PLUS-72-2·US
INVERTER TYPE: MICRO-INV- ERTER
SCOPE OF WORK:
INSTALL
I (8) ROOF MOUNTED PV SOLAR MODULES,
(8) ENPHASE IQ7PLUS-72-2-US INVERTER(S)(240V).
(1) 125A AC LOAD CENTER (240V), 1PH, 3W.
—
TABLE OF CONTENTS
PAGE 1 I COVER PAGE
[PAGE 2 1SITE PLAN
' PAGE 3 PLOT PLAN—
! PAGE 4 SINGLE LINE DIAGRAM
1PAGE 5 STRUCTURAL ATTACHMENT DETAIL
PAGE 6 LABELS AND WARNING SIGNAGE
[PAGE 7 PV MODULE SPEC SHEET
, PAGE 8 _NVERTER SPEC SHEET—
PAGE 9 UL LISTING
1PAGE 10 GROUNDING
[PAGE 11 1 RAPID SHUTDOWN
PHOTOVOLTAIC MODULES AND PANEL SYSTEMS INSTALLED ON OR
INTEGRAL WITH BUILDINGS. OR TO BE FREESTANDING (NOT
ATTACHED TO BUILDINGS) SHALL BE TESTED. LISTED AND
IDENTIFIED WITH A FRE CLASSIFICATION (CLASS C MINIMUM) IN
ACCORDANCE WITH UL1703 WHERE CLASS A OR B ROOFING IS
REQUIRED THE PV SOLAR SYSTEM (PV PANEL 8. RACK) SHALL HAVE
THE SAME CLASS/TYPE RATING OR BETTER
OCCUPANCY GROUP R3
CONSTRUCTION TYPE V-B
-
mum aecntame STAMP
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1B OF 11
***PLANS REVISED TO REFLECT REVISED WALL
EQUIPMENT (PREVIOUS WAS DISCONTINUED).
AZ. 4/13/22***
801 E Borchard Ave
04/13/22
NOTE.
1 IN CASE OF EMERGENCY CALL AT WORK PHONE 4 OR HOME PHONE4
2 SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE
3 STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA
RUNOFF, VEHICLE TACKING OR WIND
4 APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS. WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS DRAINAGE
FACILITIES OR ADJOINING PROPERTIES BY WIND OR RUNOFF
5 RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER
POLLUTANTS
6 ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING
MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS
7 AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR
RECYCLE BINS
8 CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE DISCHARGES OF
MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT CAUSE OR
CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD CAUSE OR THREATEN TO CAUSE POLLUTION CONTAMINATION. OR NUISANCE OR CONTAIN A HAZARDOUS
SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302
9 POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO SOLID OR LIQUID CHEMICAL SPILLS WASTES FROM PAINTS, STAINS SEALANTS GLUES LIMES PESTICIDES
HERBICIDES WOOD PRESERVATIVES AND SOLVENTS ASBESTOS FIBERS PAINT FLAKES OR STUCCO FRAGMENTS FUELS OILS. LUBRICANTS.AND HYDRAULIC RADIATOR OR
BATTERY FLUIDS FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER. CONCRETE, DETERGENT OR FLOATABLE WASTES. WASTES FROM ANY
ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION. PERMITTEE SHALL
DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMVVATER RUNOFF WITH ULTIMATE
DISPOSAL IN ACCORDANCE WIT' I LOCAL. STATE AND FEDERAL REQUIREMENTS
10 DEWATERING OF CONTAMINATED GROUNDWATER. OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED DEWATERING OF NON-CONTAMINATED
GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD
Ti GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY DRAINAGE IS TO BE
DIRECTED TOWARD DESILTING FACILITIES
12 IHE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUE,LIC TRESPASS ONTO AREAS WHERE IMPOUNDED
WATER CREATES A HAZARDOUS CONDITION
13 THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS
14 THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS. SUBCONTRACTORS MATERIAL SUPPLIERS LESSEES AND PROPERTY OWNERS THAT DUMPING OF CHEMICALS
INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED
15 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON NECESSARY MATERIALS SHALL BE AVAILABLE ON
SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 'NHEN RAIN IS IMMINENT
16 ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 6 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40%
17 SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE
MAXIMUM EXTENT PRACTICABLE . AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMI7E SEDIMENT TRANSPORT FROM THE SITE TO STREETS DRAINAGE
FACILI TIES OR ADJACENT PROPERTIES VIA RUNOFF VEHICLE TRACKING, OR WIND
18 APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT
FROM THE SITE TO STREETS DRAINAGE FACILITIES OR ADJOINING PROPERTY BY WIND OR RUNOFF
COUNTY B.ECIRONK STAMP
C
O
V
E
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P
A
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E
801 E Borchard
Ave04/13/22
A
V
8
8
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Ad
(
3
SOLARPLEX LLC
o 5902 FIRESTONE BLVDN.)
0 -oco SOUTH GATE, CA 90280
co PHONE (562) 806-6000
--,LICENSE #1056065/B,C10L— Contractors Signature: Dikran Komalian
- _ _P____ROPfRTy LINE
10
II172
PPop-E- Ty Lame _
3.200 kW (DC) / 2.883 kW (CEC-AC)
PHOTOVOLTAIC SYSTEM
LDRP././N CY
SITE PLAN
DATE
04/05/2022
Project Name
OVIEDO, BLANCA
801 E BORCHARD AVE.
SANTA ANA, CA 92707
APNI01440305
REVISIONSRI 00 15 21(ZIN)0 10 15 21(21,1)RI 02 21 22(ni,04 040122(0)1)L,RS 04 06 22(710,Rena 06.22(CV)
801 E Borchard
Ave04/13/22
SIZE(kW)
MODULE:
SYSTEM SPECIFICATIONS
3.200
7
(8) HANWHA 0 CELLS 0 PEAK DUO BLK
ML-G10.114- 400
INVERTER(S):(8) ENPHASE IQ7PLUS-72-2-US
INVERTER TYPE:
STRING SCHEDULE
MICRO-INVERT ER
1 CIRCUIT(S) OF 8 MODULES
SYSTEM WEIGHT(LBS)428 00
ARRAY AREA(SQ FT)168 97
ARRAY AZIMUTHC)/ 188. 278
LBS/SQ FT 1 253
BUILDING SPECIFICATIONS
TYPE SFD
STORIES:
TIHJILDING HEIGHT(FT ):
BUILDING(S0 FT)
ROOF SLOPES("):
12
1548
1 18
ROOF FRAME MEMBER
O C SPACING(IN)
MAX SPAN
MIN LAG BOLT
EMBEDMENT(IN )
2X4 TRUSS
24
40 -GIN BETWEEN SUPPORTS
, 2-1/2
MOUNTING AND STANDOFF
SPECIFICATIONS
SINGLE LAYER COMP
iRONRIDGE
· 72
FLUSH MOUNT
, N/A
ROOFING MATERIAL
RACKING SYSTEM
TANDOFF DISTANCE(IN )
MOUNTING TYPE
' TILT LEG HEIGHT (IN.):
HEIGHT OF PV MODULE
ABOVE ROOF SURFACE
MAX CANTILEVER (IN)I 24
3" TO 5"
ROOF MOUNTED NOTES:
-SOLAR PHOTOVOLTAIC SYSTEM TO BE INSTALLED
ON RESIDENTIAL STRUCTURE (GROUP R3 BUILDINGS)
-THIS SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM
THE LOCAL JURISDICTION AND THE UTILITY IS OBTAINED
-A 36-INCH WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY
ESCAPE AND RESCUE OPENING(SI
'IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A VERIFIABLE
GROUNDING ELECTRODE. IT IS ICE CONTRACTOR S RESPONSIBILITY
TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE
AGOMONAL BUILDING DATA
TOTAL ARRAY AREA 150. FT I
TOTAL PLAN VIEW ROOF AREA (SQ. FT
OCCUPYING PT PERCENTAGE
SPRINKLER SYSTEM INSTALLED (IFC 903 3 1 3)
374 97
1548
24.22%
NO
TILT 18'
AZIMUTH 273°
·
ROOF ACCESS POINTS PER
2019 CRC R324 (iFC 1204) '
Exceptions.
1 These requirements shall not apply to structures designed and
constructed in accordance with the International Residential Code
2 These requirements shall not g/kr i to roofs with slopes of 2
unRs vertical in 12 units honzontal or less
R324 6.1 Pathways
R324.6.2 Setback at ridge
R324.6 2 1 Alternative setback at ridge
·
-
MINN ELECTRONIC STAMP
(N) ENPHASE AC COMBINER BOX 240VAC NEMA 3R '
(N) 30A AC DISCONNECT 2P - NON FUSIBLE
(N)125A AC LOAD CENTER
NO OTHER LOADS ATTACHED
(E) 125A MAIN SERVICE PANEL
120/240VAC SINGLE PHASE
· — (E) 30A AC DISCONNECT 2P . NON FUSIBLE
(E) SOLAREDGE SE3800H.US INVERTER
A
7 ' EXTERIOR CONDUIT (7/8"-i- ABOVE ROO.)
I NEMA 3R JUNCTION BOX
TILT 18''
AZIMUTH 188°
TX, POINT
(E) PV ARRAY
3FT FIRE PATHWAY
Scale: 3/16" =
(For 24x36 Print)
0 :2:2,7;238
it5 0.90 0
020000UIre A
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Page
03 OF 11
801 E Borchard
Ave04/13/22
MiCROiNvENTER TO J001
DEM "M"'""WthI" ITL.8'.':011'.1TRMOEONFT)
CORRECTED 11=IN CIRCUIT NUMBER OfAWG NEEDED LONDULTORS ECIC SIZE CONDuir
- - - - - -_ - ·_ - - -_ ---1 1 .8 12 10 t 0 91 13 30 2'2 TH.NN-1 i L 1 12 0 d lk ENPHASE 0 CABLE·
LSO% To L OAD cENTER
ADJUSTED TEMP ADJUSTMENT DENEROITED RACEWAY
IA) (ID. ABOVE GDIU'I ADJUSTED (AID CONDUCTORS ADJUSTMENT ADJUSTED 101
IN RACEWAY FACTOR
2 1 12 10 0 91 1530 2
c-
I ToTAL
INvERTER CoNTINUOUSOuTPLEE EA)
3T 9 68 1.25 12 10 091 13 30 210 111W0.2 i TV
25.08 I - 1.25 32 10 0.91 35.27 ' T INO THWN·2 LT 1.2 NV RI E T
(N) 40A PV BREAKER
(12) MODULES
P rin nL:L n j
-
(E) SOLAREDGE (E) 30A
SE3800H-US INVERTER AC DISCONNECT
(E) PV SYSTEM NOT IN SCOPE OF WORK
MICRO INVERTER INPUT (DC SIDE)
POWER 400W < MAX INPUT POWER OK
VOLTAGE 45.3o (.140 1 = 51 6V S 600 OK
SHORT CIRCUIT 11.14 x 1 25 = 13 5300 15A OK
WIRE CHECK FROM ABOVE TABLE
ENPHASE C) CABLE CONTAINS (2) #12 TOWN-2 AWG WIRES 13 30A < 30A OK
18 TOTAL MODULES
8 TOTAL INVERTERS
CIRCUIT 1 -8 MODULES I 1 ,
#6 BARE
DWG NEEDED I : 0I:' Ictr.,Z,s EGG SIZE
TOCI 1330 810 500N.1 - i (1)L2 G 8.9
_
LOAD CENTER TO MSP CALCULATION
RESULT IA)TEmPERATBRE CORRECTED (Al ATNG NEEDED NUMBeR OF
T -r-
CORFEC,ON COC,GFC CONDUIT
OC.NDLAT
3.4TEMT
·j,
I 7' 1 Li_ 1 ·!
COPPER
GROUND -
EQUIPMENT (TYP
16B,n, 1
PV MODULE RATINGS
BRAND AND MODEL:
MAX POWER [Pmax] (w):
MAX POWER-POINT
VOLTAGE (Vmp] (V):
OPEN CIRCUIT VOLTAGE
[Voc] (V):
MAX POWER-POINT
CURRENT [Imp] (A):_
SHORT CIRCUIT CURRENT
Ilsc] (A):
MAX SERIES FUSE [OCPD] (A):
MAX SYSTEM VOLTAGE (V):
HANWHA Q CELLS
Q.PEAK DUO BLK
ML-G10 A+ 400
400
37.13
45.3
1077
11,14
20
600
.1
10A
ENVOY
31
200
PV SOLAR _
!O
r-- _ INVERTER VALUES: _
ENPHASE
BRAND AND MODEL:, IQ7PLUS-72-2-US
INVERTER TYPE:
, MAX INPUT VOLTAGE (V)
MAX INPUT CURRENT (A)
'NOMINAL OUTPUT
VOLTAGE (V):
MICRO-INVERTER
60
15
1
t2_4
MAX CONT. OUTPUT
CURRENT (A):11.21
INVERTER OCPD (A): 115
MAX POWER AT 252C (W): ; 290
AMBIENT TEMPERATURE 2F: -40
-1
(N)
PV LOAD 01417
COMBINER BOX
125A, 106AI5 240V
1_1 1 -'_ J
(N) 20070
BREAKER
(N) 20A PV
BREAKER
H 1 .1
1 1
TI
EC/GEC
PER NEC 250 122
250 166 690 47(C)1.3)
250 64(E) SEE NOTES
SYSTEM RATINGS
NOMINAL SYSTEM VOLTAGE
(V):
L_HAC INVERTER OUTPUT (A):
OPERATING TEMP (BC)
COUNTVELECTRONIC sum,
-,-- --....-.--,,..---.-...----
(E) 125A MAIN SERVICE
·· ----- -- -.--· r
.-- EQUIPMENT LEGEND
METER/PANEL 1201240VAC (PHASE.
t 3-WIRE. 10KAIC RATING MSP SUITABLE
1
DESCRIP HON
3 3 OR USE WITH 60'C/75'C Cu/Al WIRE
1 ITEM7 F
I " A 3,0 HANwHA o CELLS 0 PEAK DUOr LOAD
I-T, LINE I
B , (N) NEMA 3R JUNCTION BOX ·1;
13LK ML-GIOA- 400 MODULE
-- ‘T. -.. -, ! : I' ,r-i -: 11'7 1 i TOTAL AYE t ATOBT .
I C 4_04) ENPHASE AC COMBINER 130%
2405AC. NEMA Ilt IONAK
1-1.(n . 111) NEMA 3R 30A AC DISCONNECT
210000 10 000010 RATING
1 I NON FUSIBLE BLADE. TYPE VISIBLE
1 !,-
· (El 100W
MAIN BRsAFHE
! ! END-FED L,
PO 40070
BREAKER
240 Vac
9.68
SEE NOTE 5
A LOCKABLE
NV SI INEESPHASEIOIPLUS 72·24.1s
L INVERTER
rpl -SoLAFIBRfAKER 000E MOUNTED 73 I ON THE OPPOSITE ENO OF THE BUSBAR
FARINES( FROM THE MAIN BREAKER
OR INPUT FEEDER AND NOT TORE AT
I BOTH ENDS (FIT IS A CENTER-FED
PANELBOARD 700 12 (B)(2)0)(h).109
SOLAR PV CIRCUIT BREAKER
AID RATING 70(,4
SUB PANEL BUS RATING 1
PER NEC 705 12(131i2)13)(01
125A x 120%- 150 00A
TOTAL BUS LOAD - 132 ICA 5 150 00A
HORS
I. 41 ME I AI (IC RACEWAYS IZNE, rISUIPMeNt SHALL HT BONDED AND FI EC TRICA1 I
CONTINUOUS MEC 250 90 250 961
_I 1 GROUNDING BUSHINGS ARE REOUIRCO AROUND PREPUNCHED CONCENTRIC
KNOCKOUTS ON THE DC SIDE OF THE SYSTEM (NEC 250 971
3 THE GROuNDING ELECTRODE coNaucToR wiLL BE CONTINUOUS EXCEPT FOR
SPLICES OR JOINTS AT BUSISARS WITHIN LISTED EQUIPMENT (NEC 250 041
4-THE ECUIPNENT GROUNDING CONDLIGTOR MAY BE USED AS A GROUNDING
_ ELECTRODE CONDUCTOR NEC 250 121 EXCEPTION INSTALLED PER 250 61A1 II III VI,
-79C TO 39C 5-INSTALLER TO IDENTIFY THE EXISTING GROUNDING ELECTRODE TYPE (LE DRIVEN
ROD UFER WATER PIPE OR COMBINATION OF SOME
MAXIMUM VOLTAGE & VOLTAGE CORRECTION FACTOR (DC si ) 010,, Fi ALLi.,, OF ‘,
WATER
TTEHE P R RVPIPINGEI0
GROUNDING
US LY MENTIONED)ELEc,R i N E xl S
OCE
TSYSTEMKGELECTRICALAN
ADDITIONAL
SY SI EMS H AT U
GROUNDING
S E
MICRO-INVERTER INPUT [CEC 690.71 ELECTRODE (I E DRIVEN ROD) SHALL BE PROVIDED (NEC 250 50,
1 LOWEST EXPECTED AMBIENT
TEMPERATURE (20:
VOLTAGE CORRECTION FACTOR:
MODULE OPEN CIRCUIT VOLTAGE:
MODULE PER MICRO-INVERTER
-7 °C
-4-
1.14
45.3- - - -
-I-[I ADJUSTED VOLTAGE: _1 51.6
MAXIMUM VOLTAGE:60 v
1
· PER NEC 250 53121 A SINGLE ROD PIPE OR PLATE ELECTRODE SHALL BE
SUPPLEMENTED ES AN ADDITIONAL ELECTRODE OF TYPE SPECIFIED IN 250 510/121
THROUGH (AK8) SPACED NO LESS THAN HER APART
EXCEPTION IF A SINGLE ROD PIPE OR PLATE GROUNDING ELECTRODE HAS A
. RUSTS, ANCE TO EARTH OF 25 OHMS OR I ESS THE SUPPI L MENTAL F1 FCTRODE SHALL
1 NOT BE REQUIRED
44 AUG CU To UNDERGROUND METAL WA- ER PIPE THAT IS A MINIMUM 10 FOOT BURIAL
IN PIPE LENGTH CONNECT GROUNDING ELECTRODE CONDUCTOR WITHIN FIVE FEET OF
:MERE IT EN FERS HUI/ DING 250 51120E11 250681C)
-ADDITIONAL BA AWG CONNECTION TO UFER IF AVAILABLE PER 250 64 IF UFER NOT
AVAILABLE THEN TWO 56 2400 CU CONNECTIONS TO GROUND RODS SEPARATED BO AT
LEAST AFT IS NEEDED 250.33
2 akkid
4'40;s96
7/57.B223g
W
Page
04 OF 11
801 E Borchard
Ave04/13/22
pv module
roof framing
111=11
XR Rail Family
The SR Rail Family otters the Rrength of a caved rail in three targeted sues Each wee supports speak:
design :Dads while inmonizmg material costs Clegendog on roof locator, there tS an Xin Rail to match
%Ma
S dropa ior opens you awe or
Po ono II wrapper ssenr up ro reer
vole rep., Eger anew-non -oar
XR100 onto®
..001,14 www,easpr ammo
mover, ea Parana's; odd er
e 64...64.64616 u zoarrop capon.
Nalwaleba0 capallIVI ,a, 053 calsibrOr
Clew. a arradavorroh crew 6.0 anodrea trror
aver. sorreserwarde inlamei e01.4. wade.
Rail Selection
SCialt rnoreddreris ire 01110,4r , e
!2 snood worearry
Lorene 66 cattatery
= =
The table below was prepared in eatomplence waft applicable eng.neerong codes and SlandatOIS · Values are
based on the following craeno ASCE 7 16 Gable Rool Flush MM.. Roo. Zone.s t & 2e Exposure B Roof
Sloped 8 to 20 degrees and Mean Building Height of TOIl Vise IronRidge com for detailed certificallon letters
flashing
rail, l-foot
comp shingle roofing
material
(1)5/16" x 4-3/4" lag screw
2-1/2" min. embedment
Installation
flashing
Tools Required tape meawan thalk line stud finder fooling bar caulking gun driver with We nit and 7116
hex socket
El
4 0--Rand
I ocale rafters and snap vertical and hon2onlal lines
o mat* trashing locations Drill 101- 71101 halts then
till with roofing manufacturer s approved sealant
1 .6. up ;VIM hole with Hashing 1101E and (naiad lag
boll wah bonded washer through Hashing. Tighten
lag bolt until fully sealed
Attach teas Is either side ol lie open sld using
bondevg hardWare eVel meat desired iteght then
lOrque 10250 0·1145 (21 11-1b6r
ena cotinle
e pow.
Slide flashing between lot and 2nci COurSe so lye
op 6 al lean 3/4 above i he edge 01 1110 3rd course
and the bottom 6 above the edge of the 1st course
Flare Cap onto 0.111111) in drwared Ortenbstinn Or
EM Or NG rails and /wale 180 degrees FlashE ool
2 is now irtsta1641 and ready tor Ironnidge SR Halls
911.1.1.1Carelltallan
Deanne. Co Cenral in Canwarzooto tieimam:mom
Burldnq Grrie PSCESEI I
seer Sewnalinga
Wow serorps Tee. to rd. no ardor 27 ER0 rest and
iz51.25 Wed Odor Rad 'era tro Owner
sawipaeaah eesson wean meh nwno shoe.
treforan 2 12.0 1212
LIL2e03
Comoros to UL knownror sol BorOdp Repairer..
See Iron., RAI Aro.n1liestallefele Manuel for eel rat,
0 2015 Pon marred .1 wt.' oN11 1400-221 ter mere ...era.
3" to 5"
roof framing
cowry toicroatorSTAMP
comp shingle roofing
material
nummiemonemis lots
Insert Framire.Kili boa in 106101.1 Place star
washer over TOO, allow, lift rest on top or Orr Se.re
module cramps w·th a her nut and UW091080 ln/lbs
Tasted or evaluated mod. clamp,.
· swoon. view or Week 20018) Oa and Sr.
IITEC-200(131 end
Sanwa. ·11vre or beck mel awl*. amp. %MP....eye, ',peeper. aa an,
· wooed.. Si,.Sr Plac..1. oil Mel end damps ale, pall
nerd«. r Russo-ow, more w a or ir or -Yr we or
ono
0 raise model* manulacerre. rnerelletlan rnanereuone er mewl!
did moduIe dere.,
I. frames.. rnedule. require inlep · Groundlep Lep on wary rell
ce, yoduaer on,. n ...in. to use ewe praranuan
narewerre we Module.. Prerentleri Addendum IVeralen I 10,
1110011.1 01:11101:1111111.11N
The lush Mount SW. rody blasadlo ground andtro noun' a PV modure omprong wen UL 1705 Orly When tI40
sped, moeure has heel evaluated ter proundalg andror mounting In complorre all Ito 'outrided ostrootirros rldess
elnervose nolod err relers to he module eerier ;Ong and both WWII and siher hones are ouluded in the cerldration
IM!MI11111·1111111·MaINII IIIIII
1,11,5 WI, 3, 4C aro SOrom err az arrd .100 clenPre,,, y4,2 , uet, _dr
ue 44 Er 027 Pr 0101 or P30 Ertl Z ran toetaant Soup
rid,. Rue 35 40 010461, Parlez ala rode, olerdder a2606242P, nor une - 2.1 ca ,
or A 0 Pe, Ow rat, r0 no 42 aro,. car oe bra. 0603F r et 6 wavers , odree 0 · eauer
rrerntrlor 6.2.16O1011.00.ir ama
210.0244, Oro vanes and OWE. ut.nuller Orllmrtoneina rdere. (ca , Co
10 11 or 12 and /11- 01111,.. er
Moor, Yarn 1, pro 40ron earns, or or. iclan., K.y/aa · · moo ni r a,
car be 1200 1,6 and r, can Or 546 605 0 , 25
shorn. we ati wr lee.. 46 an. 424-aw· 10 nue.,
· aor Wral.iez.ri
can or r1 e 0500i ler.r .7 10: 000 P 05 01 54-20 P-An POD 06-AP ;5E40 ·k4:=Cl
F redress modules voth model oentda 05b4 or, node 5 ran to 3 0 z Z 6 0 0
a anc 2 can be 01-, 0 0510 PT, 1.02-06 cr0006
...ore 35 asp ·Ornin 2 woes ann.,. radAblo CTwx43,06, enere _so Ar = ,
·ran be 000, IC Ii II sor 1,0 0' 02 or 03
Mures 2011 35 arra 40mm frames and mode V 2,00 Oleo ·=1- o 00orr 451
bers 60 5 121' 4 dank Pr, 0 0.4 10 a brard BE 062 oe go,
64664.4.6 35 40 00 SIVom traces aro draw ,ero.en001aslr.15 WI where 1,0 50,
S T "Zr.r.artter12e,15. ·A P 50.04 4150 o ra Aro, can be torer o
trodurea *alb 35 40 or 50m0 tomes ar, moael dlnidlor ET 3 6620.6 area 4 ce 1, 0 701 .
000 or 72 and -46 0 nre 1001 145r WWG 6 PAC NESPO WVICAD MVO,: Or SE.
(3 NNt4Nrc41
z
0
to geVaSZ
r7 ,7 ` 71k?
L I:[1 <
801 E Borchard
Ave04/13/22
ALL PLAQUES AND SIGNAGE REQUIRED BY THE LATEST EDITION OF CALIFORNIA
ELECTRICAL CODE WILL BE INSTALLED AS REQUIRED
ALTERNATE POWER SOURCE PLACARD SHALL BE METALLIC OR PLASTIC, ENGRAVED,
OR MACHINE PRINTED LETTERS IN A CONTRASTING COLOR TO THE PLAQUE THIS
PLAQUE WILL BE ATTACHED BY POP RIVETS OR SCREWS OR OTHER APPROVED
METHOD IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT
PHOTOVOLTAIC DC CONDUCTORS SHALL BE LABELED."WARNING PHOTOVOLTAIC DC
POWER SOURCE" OR EQUIVALENT EVERY 10 FT AND KEPT MINIMUM 18 BELOW THE
ROOF SURFACE. PV DC CIRCUIT LABELS SHALL APPEAR ON EVERY SECTION OF THE
WIRING SYSTEM THAT IS SEPARTED BY ENCLOSURES. WALLS, PARTITIONS, CEILINGS,
OR FLOORS PV DC LABELS SHALL BE REFLECTIVE. SUITABLE FOR SURROUNDING
ENVIRONMENT, AND WHITE LETTERING ON A RED BACKGROUND [690 31(G)]
EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES,
EQUIPMENTS, AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN
ACCORDANCE WITH 250.134 OR 250 136(A) REGARDLESS OF VOLTAGE.
EACH MODULE SHALL BE GROUNDED USING THE SUPPLIED CONNECTION POINT
IDENTIFIED ON THE MODULE AND THE MANUFACTURER'S INSTRUCTIONS.
IF THE EXISTING GROUNDING ELECTRODE SYSTEM CANNOT BE VERIFIED OR IS ONLY
METALLIC WATER PIPING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A
SUPPLEMENTAL GROUNDING ELECTRODE
EQUIPMENT COMPLIES WITH RAPID SHUTDOWN REQUIREMENTS [690 12]
PLAQUES SHALL BE PLASTIC ENGRAVED IN A CONTRASTING COLOR TO THE PLAQUE.
NEC 705.10- ON MAIN SERVICE PANEL
CAUTION
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS
LOCATED AS SHOWN
MAI C , , p IC J
.0,,EXTEP
N8 T N8,81, 88,
801 E EIONSITANO AVE SANTA ANA CA 92707
,IWARNINGELECTRIC SHOCK HAZARDTERMINALS ON BOTH THE LINE AND LOAD SIDES MAYBE ENERGIZED IN THE OPEN POSITION
NEC 690-13, 690.15- AT J-BOXES, ENCLOSURES, DISTRIBUTION
EQUIPMENT, AND AC/DC DISCONNECTS
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH THE LINE ANDLOAD SIDE MAY BE ENERGIZED IN THEOPEN POSITION
NEC 705,12(B)(2)(3)(b) - BY BREAKER AT DISTRIBUTION EQUIPMENT:
WARNING
POWER SOURCE OUTPUT CONNECTION
DO NOT RELOCATE THISOVERCURRENT DEVICE
NEC 705.12(B)(2)(3)(c) - BY BREAKER AT DISTRIBUTION EQUIPMENT:
WARNING
THIS EQUIPMENT FED BY MULTIPI F
SOURCES TOTAL RATING OF ALL
OVERCURRENT DEVICES. EXCLUDING MAIN
SUPPLY OVERCURRENT DEVICE.SHALL
NOT EXCEED AMPACITY OF BUSBAR
NEC 705.12(6)(3) - AT DISTRIBUTION EQUIPMENT
k WARNING k
MULTI - POWER SUPPLY
SOURCES INCLUDE
UTILITY GRID, PV SOLAR
NEC 690.56 - WITHIN 3FT OF SERVICE DISCONNECT.
1690 961C1)1101 YELLOW WITH BLACK LETTERING'
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TJRN RAPID SHUTDOWNSWITCH TO THE "OFF'POSITION TO SHUT DOWN PVSYSTEM AND REDUCE-SHOCKHAZARD IN ARRAY
NEC 690.56- ON RAPID SHUTDOWN DISCONNECT
(690 5610 RED WITH WHITE LETTERING)
i RAPID SHUTDOWN SWITCH FOR
SOLAR PV SYSTEM
cotonytucmotoormw 1
LOCATION; MAIN PANEL
NEC 705.12.6.3
WARNING
DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
RATED AC OUTPUT CURRENT:15.83 AMPS ACNORMAL OPERATING VOLTAGE·240 VOILS
_k WARNING k
TURN OFF PHOTOVOLTAIC i
AC DISCONNECT PRIOR TO
WORKING INSIE PANEL
PHOTOVOLTAIC SYSTEM
EQUIPPED WITH
RAPID SHUTDOWN
NEC 690.13, 690.15 - ON AC/DC DISCONNECT
NEC 690.53, 690 54 -ON AC/DC DISCONNECT
AC PHOTOVOLTAIC DISCONNECT
NEC 690.54 -ON AC DISCONNECT
AC PHOTOVOLTAIC DISCONNECT_
OUTPUT CURRENT 25.7A
OPERATING VOLTAGE 240V
· 1
W wu
· V)
co
co < Al:
0 (7)
O
>
O 0--
0
oa. c>o z
(N
Page
06 OF 11
;27
801 E Borchard
Ave04/13/22
SOLARPLEX LLC
0 5902 FIRESTONE BLVD--.1
0 -A?SOUTH GATE, CA 90280
11 ugCD
PHONE (562) 806-6000
—,LICENSE #1056065/B,C10
Contractors Signature: Doyen Konlahan
5
3.200 kW (DC) / 2.883 kW (CEC-AC)
PHOTOVOLTAIC SYSTEM
DRAWN BY MODULE DATE
ZM SPECIFICATIONS 04/05/2022
Project Name
OVIEDO, BLANCA
801 E BORCHARD AVE
SANTA ANA CA 92707
APN: 01440305
REVISIONS
01 00 15 21(210112 10 15 21(2M)03 02 21 22(ZN1)04 03 01 22(Z111,AR.1) 04 06 02(71.4 )R6 09 00 22(CV,
*
801 E Borchard
Ave04/13/22
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05 OF 11
flashing
pv module
rail, l-foot
comp shingle roofing
material
roof framing
comp shingle roofing
material
flashing
roof framing
rail, l-foot
(1)5/16" x 4-3/4" lag screw
2-1/2" min. embedment
3" to 5"
COUNTY ELECTRONIC STAMP
R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R
C I V I L
No. C70784
Exp. 06/30/2023
S T A T E O F C A L I F O R N I A
PHONG TRUONG
801 E Borchard
Ave04/13/22
801 E. BORCHARD AVE.
SANTA ANA, CA 92707
OVIEDO, BLANCA
Prepared For:
SOLARPLEX, LLC.
5902 FIRESTONE BLVD.
SOUTH GATE, CA 90280
(562) 806-6000
Design Criteria
1- Code: CALIFORNIA BLDG CODE 2019 / ASCE 7-16
2 - Wind: 95 MPH, Exposure: C
3 - Wood Species: DF-L No. 1 (SG = 0.5 )
Notice: Use restrictions of these calculations.
The attached Calculations are valid only when bearing original signature hereon.
Contractor/Client to verify existing dimensions/conditions prior to construction
& solar racking is installed per manufacturer span requirements.
The use of these calculations is solely intended for the above mentioned project.
1-844-PV ELITE | info@yoursolarplans.com
3000 E. Birch Street Suite 201 | Brea CA 92821
2/21/2022
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
Job:
R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R
C I V I L
No. C70784
Exp. 06/30/2023
S T A T E O F C A L I F O R N I A
PHONG TRUONG
801 E Borchard
Ave04/13/22
0102133467089 9
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801 E Borchard
Ave04/13/22
ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes.
Roof Slope = 18 °
Roof Shape Gable
Tributary Width s = 6.00 ft
Tributary Length l = 3.08 ft
Effective Area A e = 18.50 ft2
Height of Structure h = 15 ft
Wind Speed V = 95 mph
Exposure Category C
Building Width B = 25 ft
Building Length L = 50 ft
Zone Width a = 3 ft
Elevation Height zg = 86 ft
Wind Directionality Kd = 0.85
Topography Factor Kt = 1.00
Ground Elevation Factor Ke = 1.00
Velocity Pressure Exposure Coefficient Kz = 0.85
Velocity Pressure q z = 0.00256KzKztKdKeV2 = 16.62 psf
Solar Array Pressure Equalization a = 0.76
Array Edge Factor E = 1.50
Zone GCp p = qz(GCp)(E)(a)
3 - -
3r 3.43 -65.17
3e 2.93 -55.66
2 - -
2r 2.93 -55.66
2e - -
2n 2.93 -55.66
1 - -
1' - -
801 E Borchard
Ave04/13/22
LAG SCREW ANALYSIS
Loads
Wind Pressures qz = -55.66 psf
Solar Panel Load QD = 3 psf
Panel Length l = 6.167 ft
Panel Width b 3.425 ft
Attachment Spacing s = 6 ft
Portrait
Tributary Area At = 18.50 ft2
Wind Load P W = qz * At = -1030 lbs
Dead Load P D = Q D * At = 55.5 lbs
Uplift Pa = 0.6 P D + 0.6 Pw = -584 lbs
Landscape
Tributary Area At = b * s = 10.275 ft2
Wind Load P W = qz * At = -572 lbs
Dead Load P D = Q D * At = 30.825 lbs
Uplift Pa = 0.6 P D + 0.6 Pw = -325 lbs
Lag Screw 5/16" x 3"
Specific Gravity of Lumber SG = 0.50 (Douglas Fir-Larch)
Diameter of Lag Screw D = 5/16 in
Withdraw Design /in 1800*SG 3/2 *D 3/4 = 266 lbs/in
Depth of Embedment lp = 2.50 in
Total Nominal Withdrawal Value W = W * l p = 665 lbs
Load Duration Factor CD = 1.6
Withdrawal Design Value W' = W * C D = 1064 lbs
Demand Capacity Ratio DCR = Pa / W' = 0.55 < 1 OK
801 E Borchard
Ave04/13/22
ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check
Roof Slope = 18 °
Roof Shape Gable
Tributary Width s = 2.00 ft
Tributary Length L = 14.00 ft
Effective Area A = L ( MAX [ s , L/3] ) = 65 ft2
Height of Structure h = 15 ft
Wind Speed V = 95 mph
Exposure Category C
Building Width B = 25 ft
Building Length L = 50 ft
Zone Width a = 3 ft
Elevation Height zg = 86 ft
Wind Directionality Kd = 0.85
Topography Factor Kt = 1.00
Ground Elevation Factor Ke = 1.00
Velocity Pressure Exposure Coefficient Kz = 0.85
Velocity Pressure q z = 0.00256KzKztKdKeV 2 = 16.62 psf
Internal Pressure Coefficient (GCpi) = -0.18
Zone GCp p = q z [(GCp) - (Gcpi)]
3 - -
3r 2.49 -44.43
3e 2.54 -45.18
2 - -
2r 2.54 -45.18
2e - -
2n 2.54 -45.18
1 - -
1' - -
801 E Borchard
Ave04/13/22
Beam/ Top Chord Check Lumber:
Moment Demand
# of Attachment per Rafter N A = Span : Orientation
Lenght (ft) :
Dead Load Roof Material: Q D = psf
Live Load QLr = psf
Wind Load p = psf
Snow Load QS = psf
Rafter Spacing s = in
Wind Load, Portrait Portrait UL =
Wind Load, Landscape Landscape U W =
Linear Dead Load wd = plf
Live Load wLr = plf Start ft Start ft
End ft End ft
Snow Load ws = plf Start ft Start ft
End ft End ft
Ma, Moment
D lb-ft
D+Lr lb-ft
D+S lb-ft
0.6D+0.6W lb-ft
D+0.45W+0.75Lr lb-ft
D+0.45W+0.75S lb-ft
Moment Capacity Framing Member Size Lumber Grade : DF-L No. 1
C M = 1 Ct = 1 Cr= CF = fb = psi Cfu =C i =
Breadth b = in
Depth d = in
Section Modulus Sx = bd 2 / 6 = in3
Bending Stress Capacity Fb = CM * C t * Cr * C F * fb = psi Table 4.3.1 NDS 2015
Deflection Limit E = ksi I = in4
Transient Deflection in
Transient Deflection Allowed > [OKAY]
Total Deflection in
Total Deflection Allowed > [OKAY]
-45.18
DF-L No. 1
4 j lj (ft) pd,j (lbs) pw,j (lbs) ps,j (lbs)
Portrait
1 2.3 55.5 -836 0.0
6.9 55.5 -836
-836 0.0
4 13.0 55.5 -836 0.0
0.0
6.50 6.50 0.00 0.00 1.00
Portrait
3 8.5 55.5
14.00
1 2 3 4 Eave
2
0.0
0.0 0.0 0.0
0.0
0 0.0 0.0 0.0 0.0
0 0.0 0.0 0.0
0.0
0 0.0 0.0 0 0.0
Portrait
0 0.0 0.0 0
0.0
28
40
0.0 0.0 0.0 0.0
0 0.0
Portrait
0
0.0 30.825 -464 0
0
0.0
0
1.5
0
0
0.0
Portrait
1.5
0.0
Portrait
0 0.0 0.0
AT (ft2)
18.5
10.275
pd (lbs)
55.5 -836
p w (lbs) ps (lbs)
0
13.83
2x4
1.15 1.5
14.00
13.83
14.00
1000
1.50
3.50
213
217
213
495
255
255
DCR
0.9 1553 psi D 833 psi 0.54
3.06
1725
CD Fb' = C D * F b ASD Load Ma * S x
1.15 1984 psi D+S 833 psi 0.42 OKAY
OKAY
1.25 2156 psi D+Lr 852 psi 0.39 OKAY
1.6 2760 psi
0.167
468 120
1700 5.36
0.6D+0.6W 1941 psi 0.70 OKAY
1.0 1
20
0.00
24
Comp
0.144
542 180
1.6 2760 psi D+0.45W+0.75S 997 psi 0.36 OKAY
1.6 2760 psi D+0.45W+0.75Lr 997 psi 0.36 OKAY
ൌ ሺ െ ሻ െ െ െ
‐600.0
‐400.0
‐200.0
0.0
200.0
400.0
600.0
0.000 2.000 4.000 6.000 8.000 10.000 12.000 14.000 16.000
801 E Borchard
Ave04/13/22
EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2019 Part 10 Chapter 5 Section 502.5)
PV System Weight
Module Model Hanwha
Panel Weight Wpanel = 48.5 lbs
Number of Panels NPV = 8
Total PV System Weight W PV = Wpanel * NPV = 388 lbs
Existing Roof Weight
Roof Weight QD =14.0 psf
Building Length Lbuild =50 ft
Building Width W build =25 ft
Roof Area Abuild =1250 ft2
Building Perimeter Pbuild = 150 ft
Wall Height ht = 8 ft
Wall weight Qwall = 15 psf
Interior wall weight Qint = 10 psf
Roof Load Wfloor = Abuild * QD = 17500 lbs
Wall LoadWwall = ht /2 * Qwall * Pbuild + Abuild * Qint /2 = 15250 lbs
Total Story Weight Wbuild = Wfloor + Wwall = 32750 lbs
Percentage Weight Increase WPV / Wbuild = 1.18%< 10% OKAY
801 E Borchard
Ave04/13/22
1
801 E Borchard
Ave02/17/22
801 E Borchard
Ave04/13/22
2
Step 1: Structural Review of PV Array Mounting System
.
Step 2: Electrical Review of PV System (Calculations for Electrical Diagram)
801 E Borchard
Ave02/17/22
801 E Borchard
Ave04/13/22
3
801 E Borchard
Ave02/17/22
801 E Borchard
Ave04/13/22
4
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801 E Borchard
Ave02/17/22
801 E Borchard
Ave04/13/22
5
Co
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801 E Borchard
Ave02/17/22
801 E Borchard
Ave04/13/22
1
801 E Borchard
Ave02/17/22
2
Step 1: Structural Review of PV Array Mounting System
.
Step 2: Electrical Review of PV System (Calculations for Electrical Diagram)
801 E Borchard
Ave02/17/22
3
801 E Borchard
Ave02/17/22
4
Co
n
t
r
a
c
t
o
r
N
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m
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d
r
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t
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s
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RE
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N
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C
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T
801 E Borchard
Ave02/17/22
5
Co
n
t
r
a
c
t
o
r
N
a
m
e
,
Ad
d
r
e
s
s
a
n
d
P
h
o
n
e
:
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t
e
s
f
o
r
O
n
e
-
L
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n
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t
a
n
d
a
r
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m
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n
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s
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e
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s
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t
e
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a
m
e
:
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e
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d
d
r
e
s
s
:
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s
t
e
m
A
C
S
i
z
e
:
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Z
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M
N
O
DW
G
N
O
RE
V
E1
.
2
a
SC
A
L
E
NT
S
Da
t
e
:
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T
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w
n
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y
:
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y
:
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X
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N
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(
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MP
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L
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MP
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DC
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u
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c
t
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5
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(
G
u
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c
t
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4
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1
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801 E Borchard
Ave02/17/22
801 E Borchard
Ave02/17/22
801 E Borchard
Ave04/13/22
801 E Borchard
Ave02/17/22
801 E. BORCHARD AVE.
SANTA ANA, CA 92707
OVIEDO, BLANCA
Prepared For:
SOLARPLEX, LLC.
5902 FIRESTONE BLVD.
SOUTH GATE, CA 90280
(562) 806-6000
Design Criteria
1- Code: CALIFORNIA BLDG CODE 2019 / ASCE 7-16
2 - Wind: 95 MPH, Exposure: C
3 - Wood Species: DF-L No. 1 (SG = 0.5 )
Notice: Use restrictions of these calculations.
The attached Calculations are valid only when bearing original signature hereon.
Contractor/Client to verify existing dimensions/conditions prior to construction
& solar racking is installed per manufacturer span requirements.
The use of these calculations is solely intended for the above mentioned project.
1-844-PV ELITE | info@yoursolarplans.com
3000 E. Birch Street Suite 201 | Brea CA 92821
1/10/2022
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
Job:
R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R
C I V I L
No. C70784
Exp. 06/30/2023
S T A T E O F C A L I F O R N I A
PHONG TRUONG
801 E Borchard
Ave02/17/22
0102133467089 9
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801 E Borchard
Ave02/17/22
ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes.
Roof Slope = 20 °
Roof Shape Gable
Tributary Width s = 6.00 ft
Tributary Length l = 2.88 ft
Effective Area A e = 17.27 ft2
Height of Structure h = 15 ft
Wind Speed V = 95 mph
Exposure Category C
Building Width B = 25 ft
Building Length L = 50 ft
Zone Width a = 3 ft
Elevation Height zg = 86 ft
Wind Directionality Kd = 0.85
Topography Factor Kt = 1.00
Ground Elevation Factor Ke = 1.00
Velocity Pressure Exposure Coefficient Kz = 0.85
Velocity Pressure q z = 0.00256KzKztKdKeV2 = 16.62 psf
Solar Array Pressure Equalization a = 0.77
Array Edge Factor E = 1.50
Zone GCp p = qz(GCp)(E)(a)
3 - -
3r 3.45 -66.11
3e 2.94 -56.25
2 - -
2r 2.94 -56.25
2e - -
2n 2.94 -56.25
1 - -
1' - -
801 E Borchard
Ave02/17/22
LAG SCREW ANALYSIS
Loads
Wind Pressures qz = -56.25 psf
Solar Panel Load QD = 3 psf
Panel Length l = 5.758 ft
Panel Width b 3.4055 ft
Attachment Spacing s = 6 ft
Portrait
Tributary Area At = 17.27 ft2
Wind Load P W = qz * At = -972 lbs
Dead Load P D = Q D * At = 51.821 lbs
Uplift Pa = 0.6 P D + 0.6 Pw = -552 lbs
Landscape
Tributary Area At = b * s = 10.217 ft2
Wind Load P W = qz * At = -575 lbs
Dead Load P D = Q D * At = 30.65 lbs
Uplift Pa = 0.6 P D + 0.6 Pw = -326 lbs
Lag Screw 5/16" x 3"
Specific Gravity of Lumber SG = 0.50 (Douglas Fir-Larch)
Diameter of Lag Screw D = 5/16 in
Withdraw Design /in 1800*SG 3/2 *D 3/4 = 266 lbs/in
Depth of Embedment lp = 2.50 in
Total Nominal Withdrawal Value W = W * l p = 665 lbs
Load Duration Factor CD = 1.6
Withdrawal Design Value W' = W * C D = 1064 lbs
Demand Capacity Ratio DCR = Pa / W' = 0.52 < 1 OK
801 E Borchard
Ave02/17/22
ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check
Roof Slope = 20 °
Roof Shape Gable
Tributary Width s = 2.00 ft
Tributary Length L = 13.25 ft
Effective Area A = L ( MAX [ s , L/3] ) = 59 ft2
Height of Structure h = 15 ft
Wind Speed V = 95 mph
Exposure Category C
Building Width B = 25 ft
Building Length L = 50 ft
Zone Width a = 3 ft
Elevation Height zg = 86 ft
Wind Directionality Kd = 0.85
Topography Factor Kt = 1.00
Ground Elevation Factor Ke = 1.00
Velocity Pressure Exposure Coefficient Kz = 0.85
Velocity Pressure q z = 0.00256KzKztKdKeV 2 = 16.62 psf
Internal Pressure Coefficient (GCpi) = -0.18
Zone GCp p = q z [(GCp) - (Gcpi)]
3 - -
3r 2.63 -46.69
3e 2.60 -46.13
2 - -
2r 2.60 -46.13
2e - -
2n 2.60 -46.13
1 - -
1' - -
801 E Borchard
Ave02/17/22
Beam/ Top Chord Check Lumber:
Moment Demand
# of Attachment per Rafter N A = Span : Orientation
Lenght (ft) :
Dead Load Roof Material: Q D = psf
Live Load QLr = psf
Wind Load p = psf
Snow Load QS = psf
Rafter Spacing s = in
Wind Load, Portrait Portrait UL =
Wind Load, Landscape Landscape U W =
Linear Dead Load wd = plf
Live Load wLr = plf Start ft Start ft
End ft End ft
Snow Load ws = plf Start ft Start ft
End ft End ft
Ma, Moment
D lb-ft
D+Lr lb-ft
D+S lb-ft
0.6D+0.6W lb-ft
D+0.45W+0.75Lr lb-ft
D+0.45W+0.75S lb-ft
Moment Capacity Framing Member Size Lumber Grade : DF-L No. 1
C M = 1 Ct = 1 Cr= CF = fb = psi Cfu =C i =
Breadth b = in
Depth d = in
Section Modulus Sx = bd 2 / 6 = in3
Bending Stress Capacity Fb = CM * C t * Cr * C F * fb = psi Table 4.3.1 NDS 2015
Deflection Limit E = ksi I = in4
Transient Deflection in
Transient Deflection Allowed > [OKAY]
Total Deflection in
Total Deflection Allowed > [OKAY]
-46.13
DF-L No. 1
4 j lj (ft) pd,j (lbs) pw,j (lbs) ps,j (lbs)
Portrait
1 2.2 51.8 -797 0.0
6.5 51.8 -797
-797 0.0
4 12.3 51.8 -797 0.0
0.0
6.00 6.00 0.00 0.00 1.25
Portrait
3 8.0 51.8
14.00
1 2 3 4 Eave
2
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0.0 0.0 0.0
0.0
0 0.0 0.0 0.0 0.0
0 0.0 0.0 0.0
0.0
0 0.0 0.0 0 0.0
Portrait
0 0.0 0.0 0
0.0
28
40
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0 0.0
Portrait
0
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0
0.0
0
1.5
0
0
0.0
Portrait
1.5
0.0
Portrait
0 0.0 0.0
AT (ft2)
17.274
10.217
pd (lbs)
51.821 -797
p w (lbs) ps (lbs)
0
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2x4
1.15 1.5
13.25
13.02
13.25
1000
1.50
3.50
182
187
182
462
246
246
DCR
0.9 1553 psi D 715 psi 0.46
3.06
1725
CD Fb' = C D * F b ASD Load Ma * S x
1.15 1984 psi D+S 715 psi 0.36 OKAY
OKAY
1.25 2156 psi D+Lr 731 psi 0.34 OKAY
1.6 2760 psi
0.129
558 120
1700 5.36
0.6D+0.6W 1810 psi 0.66 OKAY
1.0 1
20
0.00
24
Comp
0.109
663 180
1.6 2760 psi D+0.45W+0.75S 965 psi 0.35 OKAY
1.6 2760 psi D+0.45W+0.75Lr 965 psi 0.35 OKAY
ൌ ሺ െ ሻ െ െ െ
‐600.0
‐400.0
‐200.0
0.0
200.0
400.0
600.0
0.000 2.000 4.000 6.000 8.000 10.000 12.000 14.000
801 E Borchard
Ave02/17/22
EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2019 Part 10 Chapter 5 Section 502.5)
PV System Weight
Module Model Longi
Panel Weight Wpanel = 43 lbs
Number of Panels NPV = 8
Total PV System Weight W PV = Wpanel * NPV = 344 lbs
Existing Roof Weight
Roof Weight QD =14.0 psf
Building Length Lbuild =50 ft
Building Width W build =25 ft
Roof Area Abuild =1250 ft2
Building Perimeter Pbuild = 150 ft
Wall Height ht = 8 ft
Wall weight Qwall = 15 psf
Interior wall weight Qint = 10 psf
Roof Load Wfloor = Abuild * QD = 17500 lbs
Wall LoadWwall = ht /2 * Qwall * Pbuild + Abuild * Qint /2 = 15250 lbs
Total Story Weight Wbuild = Wfloor + Wwall = 32750 lbs
Percentage Weight Increase WPV / Wbuild = 1.05%< 10% OKAY
801 E Borchard
Ave02/17/22