HomeMy WebLinkAbout1605 E 4th St - PlanCOVER PAGE
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A11/10/2022 FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022 MODULE LAYOUT
C04/19/2023 REVISION
D09/26/2023 REVISION
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PROJECT DESCRIPTION:
THIS ROOF-MOUNTED SOLAR PHOTOVOLTAIC (PV) -23.520KW(DC STC) SYSTEM IS TO BE INSTALLED AT THE HINER PARTNERS LOCATED IN SANTA ANA, CA
92701. THE ENERGY PRODUCED BY THE PV SYSTEM SHALL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH EXISTING ON-SITE ELECTRICAL
EQUIPMENT VIA BACKFEED BREAKER IN THE EXISTING DISTRIBUTION PANEL LOCATED TO THE BUILDING.
VICINITY MAP 2
PROJECT LOCATION
AERIAL MAP 1
GENERAL NOTES:
1. ALL ELECTRICAL MATERIALS SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL
TESTING LABORATORY.
2. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED.
3. ALL METALLIC EQUIPMENT SHALL BE GROUNDED.
4. ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER/ALUMINUM.
5. CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL
COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING AND ACCEPTANCE WITH THE
CLIENT, UTILITY CO. AND CITY INSPECTORS AS NEEDED.
6. DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL BE OPTION OF THE
CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER
TRADES.
7. IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR
SHALL NOTIFY THE ELECTRICAL CONTRACTOR TO VALIDATE THE WIRE SIZE. FINAL
DRAWINGS WILL BE RED-LINED AND UPDATED AS APPROPRIATE.
8. WHENEVER A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR
SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND
INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS
NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS.
9. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE
HANDED OVER TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF WORK.
10. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL
ENGINEER PRIOR TO INSTALL. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE
ROOF IS CAPABLE OF WITHSTANDING THE EXTRA WEIGHT.
11.CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE
MANUFACTURER ATTESTING TO ITS SAFETY.
PHOTOVOLTAIC NOTES:
1. ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED, LISTED AND IDENTIFIED UL 1703.
2. SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL VENTS
3. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED.
4. REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION
BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED
CONDUCTORS.
5. SOLAR INVERTER MUST HAVE A MANUFACTURE INSTALLED DISCONNECTING MEANS THAT PREVENTS PARALLEL FEEDING
UTILITY LINES DURING POWER OUTAGE.
6. ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE.
7. LIVE PARTS OF PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS OVER 150V TO GROUND SHALL NOT BE ACCESSIBLE TO OTHER
THAN QUALIFIED PERSONS WHILE ENERGIZED.
8. INVERTER IS EQUIPED W/ INTEGRATED GFDI, THUS PROVIDING GROUND FAULT PROTECTION.
9. ALL CONDUCTORS SHALL BE COPPER AND 90 DEG RATED.
10. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE
DEPARTMENT.
11. THE OUTPUT OF A UTILITY INTERACTIVE-INVERTER SHALL BE PERMITTED TO BE CONNECTED TO THE SUPPLY SIDE OF THE
SERVICE DISCONNECTING MEANS AS PER 230.82(6).
12. A SINGLE CONDUCTOR SHALL BE PERMITTED TO BE USED TO PERFORM THE MULTIPLE FUNCTIONS OF DC GROUNDING, AC
GROUNDING AND BONDING BETWEEN AC AND DC SYSTEMS AS PER NEC 690.47(C) AND SIZED AS PER SEC 250.166.
13. EQUIPMENT GROUND CONDUCTOR REQUIRED IN RACEWAYS SIZED PER CEC 250-166.
14. PER ART 250.92. NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL BE EFFECTIVELY BONDED TOGETHER. BOND
BOTH ENDS OF RACEWAYS.
17.110.2 APPROVAL:ALL ELECTRICAL EQUIPMENT SHALL BE LABELED,LISTED OR CERTIFIED BY A NATIONAL RECOGNIZED
TESTEING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.
SHEET INDEX
S.NO SHEET NAME
PV-1 COVER PAGE
PV-2 SITE PLAN
PV-3 ROOF PV LAYOUT
PV-4 STRING LAYOUT
PV-5 ATTACHMENT DETAIL
PV-6 ELECTRICAL LINE DIAGRAM
PV-7 ELECTRICAL CALCULATION
PV-8 SAFETY PLACARDS
PV-9 MODULE & INVERTER DATA SHEET
PV-10 RACKING & ATTACHMENT DATA SHEET
PV-11 COVER SHEET
PV-12 KEY PLAN
PV-13 ARRAY LAYOUTS
PV-14 RM5 DETAILS
PV-15 RM5 DETAILS
ELECTRICAL INFORMATION:
(E) DISTRIBUTION PANEL BUS SIZE: 400A
MAX AC VOLTAGE: 120/208V; 3P, 4WIRE
(N) 1 - SOLAREDGE SE17.3KUS INVERTER
(N) 1 - AC DISCONNECT : 100A, NEMA 3R (UNFUSED)
(N) JUNCTION BOX, 1000V
OWNER INFORMATION:
HINER PARTNERS
(23.520KW DC)
1605 E 4TH ST
SANTA ANA, CA 92701, USA
GOVERNING CODES:-
· 2022 CA BUILDING CODE
· 2022 CA RESIDENTIAL CODE
· 2022 CA MECHANICAL CODE
· 2022 CA ELECTRICAL CODE
· 2022 CA GREEN CODE
· 2022 CA PLUMBING CODE
· 2022 CA ENERGY CODE
· 2022 CA FIRE CODE
ALL OTHER ORDINANCE ADOPTED BY THE LOCAL
GOVERNING AGENCIES
PHOTOVOLTAIC SYSTEM SUMMARY:-
SYSTEM SIZE: DC STC: 21.120 KW
SYSTEM SIZE: AC CEC / PTC: 19.460 KW
SOLAR MODULES: (44) HANWHA Q CELLS 480WATT
MODEL #: (Q.PEAK DUO XL-G10.3/BFG)
INVERTER: SOLAREDGE
MODEL #: (1) SE17.3KUS
OPTIMIZER: (1) SOLAREDGE
MODEL #: (22) P1101
MOUNTING SYSTEM: UNIRAC BALLESTED RM5
INVERTER AC OUTPUT: 1*17300 W = 17.30 KW
PROJECT INFORMATION:
· APN: N/A
· AHJ: SANTA ANA CITY
· PANEL UPGRADE: NO
· FIRE RATING: CLASS 'A' TYPE 1
· NO. OF FLOORS: 1
TYPE: III-B
OCCUPANCY: B - BUSINESS
0-Title
Bldg# 101113848
Elec# 20178713
Issued 11/13/23
APPROVALS:
PLNG - HJacinto
BLDG - JLo
ELEC - MSmith
1605 E 4th St - 101113848 and
20178713
11/15/2023
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
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 / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
1605 E 4th St - 101113848 and
20178713
11/15/2023
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
1605 E 4th St - 101113848 and
20178713
11/15/2023
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A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
C04/19/2023REVISION
D09/26/2023REVISION
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DIAGRAM
ELECTRICAL LINE
1 ELECTRICAL LINE DIAGRAM
PV-6 SCALE: NTS
PV MODULE SPECIFICATIONS
Model Number: Q.PEAK DUO XL-G10.3/BFG MODULES
Weight:64.20 lbs
Dimensions:87.2"L x 41.1"W x 1.38"D (In Inch)
Power @ STC:480 Watts
Rated Voltage (Vmpp)45.33 Volt
Rated Current (Impp)10.59 Amps
Open-Circuit Voltage (Voc)53.39 Volt
Short-Circuit Current (Isc)11.12 Amps
Voc Temp Coeff:-0.26 %/°C
Inverter specifications
Manufacturer/ Model Number:SOLAREDGE SE17.3KUS
Nominal ac power 17300.0 W
Nominal output voltage 208 Volt
Nominal output current (per phase)48.25 Amps
Max dc input voltage 600 Volt
CEC efficiency 97.5 %
Maximum input power 26000.00 W
Maximum output power 17300.0 W
TO UTILITY GRID
GEC
G
GROUNDING
ELECTRODE SYSTEM
BI-DIRECTIONAL
UTILITY METER
3-PHASE, 4-W 120/208VM
(3) #6 AWG THWN-2
(1) #8 AWG THHN EGC
1" EMT CONDUIT
(E) 400A MAIN BREAKER
DISCONNECT,
400A/3PHASE
(2) #10 AWG THWN-2 + RED
(2) #10 AWG THWN-2 - BLACK
(1)#8 AWG THHN EGC
3/4" EMT CONDUIT
JUNCTION BOX
1000 V, NEMA 3R
UL LISTED
(N) 70A PV BREAKER AT
OPPOSITE END OF BUS
FROM BREAKER
(E) MAIN SERVICE
PANEL, 400A RATED,
120/208V, 3-PHASE, 4-W
70A
1
~
=
STRING #1
2
(N) UNFUSED AC
DISCONNECT,
100A, 120/208V, 3P, 4W,
NEMA 3R, UL LISTED
21 22
INVERTER
SOLAREDGE SE17.3KUS
120/208 VAC, 48.25A,
97.5% CEC WEIGHTED EFFICIENCY
NEMA 4X, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
=
DC AC
(1) 10 AWG 1000VDC PV WIRE + RED
(1) #10 AWG 1000VDC PV WIRE - BLACK
(1)#6 AWG EGC BARE COPPER
120% RULE
BUS BAR
400
MAIN BREAKER
400
ALLOWED MAX
PV OCPD
80
Optimizer specifications
Manufacturer/ Model Number:SOLAREDGE P1101
Maximum dc input power 1101.0 Watt
Maximum input voltage 125 Volt
Maximum Short Circuit Current (Isc)14.1 Amps
Maximum output current 18 Amps
Maximum Watts per string 8820.0 Watt
(44) Q.PEAK DUO XL-G10.3/BFG (480W) MODULES
(02) STRINGS OF 22 MODULES CONNECTED IN SERIES
~
=
1
~
=
STRING #2
2 21 22
~
=
PHOTOVOLTAIC SYSTEM SUMMARY:-
SYSTEM SIZE: DC STC: 21.120 KW
SYSTEM SIZE: AC CEC / PTC: 19.460 KW
SOLAR MODULES: (44) HANWHA Q CELLS 480WATT
MODEL #: (Q.PEAK DUO XL-G10.3/BFG)
INVERTER: SOLAREDGE
MODEL #: (1) SE17.3KUS
OPTIMIZER: (1) SOLAREDGE
MODEL #: (22) P1101
MOUNTING SYSTEM: UNIRAC BALLESTED RM5
INVERTER AC OUTPUT: 1*17300 W = 17.30 KW
E-1.0
1605 E 4th St - 101113848 and
20178713
11/15/2023
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A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
C04/19/2023REVISION
D09/26/2023REVISION
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AMBIENT TEMPERATURE SPECS
RECORD LOW TEMP 2°C
AMBIENT TEMP (HIGH TEMP 2%)31°C
CONDUIT HEIGHT(0-6 inch)0°C
ROOF TOP TEMP 31°C
NUMBER OF CURRENT CARRYING
CONDUCTORS IN RMC PERCENT OF VALUES
4-6 0.80
7-9 0.70
10-20 0.50
CONDUCTOR AMPACITY CALCULATIONS:
JUNCTION BOX TO COMBINER BOX:
AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT
PER NEC 310.15(B)(2)(c)0°C
EXPECTED WIRE TEMP (In Celsius)31°C
TEMP. CORRECTION PER TABLE (310.16)0.96
NO. OF CURRENT CARRYING CONDUCTORS 4
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)0.80
CIRCUIT CONDUCTOR SIZE 10AWG
CIRCUIT CONDUCTOR AMPACITY 40A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B)
22.50A
1.25 X INVERTER OUTPUT CURRENT
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16
30.72ATEMP. CORRECTION PER TABLE (310.16) X
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X CIRCUIT
CONDUCTOR AMPACITY (0.71X0.80X40)
Result should be greater than (22.50A) otherwise less the entry for circuit conductor size and
ampacity
1.GEC TO BE INSTALL AS REQUIRED BY MANUFACTURER INSTRUCTIONS AND NEC
690.47
2.PER NEC 690.64 B.2: THE SUM OF THE AMPERE RATINGS OF OVER CURRENT
DEVICES IN CIRCUITS SUPPLYING POWER TO THE BUS BAR SHALL NOT EXCEED
120% THE RATING OF THE BUS BAR OR CONDUCTOR FOR A DWELLING UNIT.
3.THE PV PANELS AND THE INVERTERS REQUIRE NEGATIVE GROUNDING PER
MANUFACTURE'S INSTRUCTIONS.
4.ANTI-ISLANDING PROTECTION ENSURES THE SYSTEM WILL NOT EXPORT POWER
INTO A BALANCED 60 Hz RESONANT LOAD WHILE THE UTILITY IS DISCONNECTED.
5.PER NEC 690.64(B)(7): UNLESS THE PANEL BOARD IS RATED NOT LESS THAN THE
SUM OF THE AMPERE RATINGS OF ALL OVER CURRENT DEVICES SUPPLYING IT, A
CONNECTION IN A PANEL BOARD SHALL BE POSITIONED AT THE OPPOSITE (LOAD)
END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. THE BUS
OR CONDUCTOR RATING SHALL BE SIZED FOR THE LOADS CONNECTED IN
ACCORDANCE WITH ARTICLE 220. A PERMANENT WARNING LABEL SHALL BE
APPLIED TO THE DISTRIBUTION EQUIPMENT WITH THE FOLLOWING OR
EQUIVALENT MARKING: "WARNING INVERTER OUTPUT CONNECTION DO NOT
RELOCATE THIS OVER CURRENT DEVICE"
ELECTRICAL NOTES
CALCULATIONS
ELECTRICAL
1 ELECTRICAL CALCULATION
SCALE: NTSPV-7
VD = 1.732 x K x L x I / CM
VD% = VD/Service Voltage (208V)
K = ohms - cmil per ft
I = Current (amperes) of load
L = Length of conductor in Ft. (one-way)
CM = circular mil area of conductor
K (Cu) = 12.9 K (Al) = 21.2
VOLTAGE DROP CALCULATION
(3PHASE)(AC)
VD = 2 x K x L x I / CM
VD% = VD/Max DC Voltage of String
K = ohms - cmil per ft
I = Current (amperes) of load
L = Length of conductor in Ft. (one-way)
CM = circular mil area of conductor
K (Cu) = 12.9 K (Al) = 21.2
VOLTAGE DROP CALCULATION (DC)
CONDUCTOR AMPACITY CALCULATIONS:
ARRAY TO JUNCTION BOX:
EXPECTED WIRE TEMP (In Celsius)31°C
TEMP. CORRECTION PER TABLE (310.16)0.96
NO. OF CURRENT CARRYING CONDUCTORS 2
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)1.00
CIRCUIT CONDUCTOR SIZE 10AWG
CIRCUIT CONDUCTOR AMPACITY 40A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B)
22.50A
1.25 X INVERTER OUTPUT CURRENT
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16
38.40ATEMP. CORRECTION PER TABLE (310.16) X
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X CIRCUIT
CONDUCTOR AMPACITY
Result should be greater than (22.50A) otherwise less the entry for circuit conductor size and
ampacity
DC VOLTAGE DROP CALCULATION
Wire material Copper Copper
Section DC1 DC2
Wire size 10 AWG 10 AWG
2 2 2
Current (amperes) of load (I)18 18
Length of conductor in Ft. (one-way) (L)50 50
Ohms - cmil per ft (K)12.9 12.9
2 X I X L X K 23220 23220
Circular mil area of conductor (CM)10380 10380
Voltage drop 2.237 2.237
Voltage drop (%)0.370 0.370
Optimizer specifications
Manufacturer/ Model Number:SOLAREDGE P1101
Maximum dc input power 1101.0 Watt
Maximum input voltage 125 Volt
Maximum Short Circuit Current (Isc)14.1 Amps
Maximum output current 18 Amps
Maximum Watts per string 8820.0 Watt
CONDUCTOR AMPACITY CALCULATIONS:
COMBINER BOX TO MAIN PANEL:
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B)
60.31A
1.25 X MAX INVERTER OUTPUT CURRENT
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16
72.00ATEMP. CORRECTION PER TABLE (310.16) X
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X CIRCUIT
CONDUCTOR AMPACITY
Result should be greater than (60.31A) otherwise less the entry for circuit conductor size and
ampacity
EXPECTED WIRE TEMP (In Celsius)31°C
TEMP. CORRECTION PER TABLE (310.16)0.96
NO. OF CURRENT CARRYING CONDUCTORS 3
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)1.00
CIRCUIT CONDUCTOR SIZE 6 AWG
CIRCUIT CONDUCTOR AMPACITY 75A
PV MODULE SPECIFICATIONS
Model Number: Q.PEAK DUO XL-G10.3/BFG MODULES
Weight:64.20 lbs
Dimensions:87.2"L x 41.1"W x 1.38"D (In Inch)
Power @ STC:480 Watts
Rated Voltage (Vmpp)45.33 Volt
Rated Current (Impp)10.59 Amps
Open-Circuit Voltage (Voc)53.39 Volt
Short-Circuit Current (Isc)11.12 Amps
Voc Temp Coeff:-0.26 %/°C
Inverter specifications
Manufacturer/ Model Number:SOLAREDGE SE17.3KUS
Nominal ac power 17300.0 W
Nominal output voltage 208 Volt
Nominal output current (per phase)48.25 Amps
Max dc input voltage 600 Volt
CEC efficiency 97.5 %
Maximum input power 26000.00 W
Maximum output power 17300.0 W
AC VOLTAGE DROP CALCULATION
Wire material Copper Copper
Section AC1 AC2
Wire size 6 AWG 6 AWG
√3 1.732 1.732
Current (amperes) of load (I)60.31 60.31
Length of conductor in Ft. (one-way) (L)10 10
Ohms - cmil per ft (K)12.9 12.9
√3 X I X L X K 13475 13475
Circular mil area of conductor (CM)26240 26240
Parallel No No
Conductors 1 1
Voltage drop 0.514 0.514
Voltage drop (%)0.247 0.247
E-2.0
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DATEDESCRIPTION
REVISIONS
PROJECT NAME & ADDRESS
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A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
C04/19/2023REVISION
D09/26/2023REVISION
CO
N
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T
I
O
N
T
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P
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:
I
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-
B
OC
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-
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PLACARD
SAFETY
NOTES AND SPECIFICATIONS:
·SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE ARTICLE 110.21(B),
UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF
REQUESTED BY THE LOCAL AHJ.
·SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
WORDS, COLORS AND SYMBOLS.
·LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE HAND WRITTEN.
·LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED.
·SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED.
·DO NOT COVER EXISTING MANUFACTURER LABELS.
WARNING: PHOTOVOLTAIC
POWER SOURCE
LABEL LOCATION:
INTERIOR AND EXTERIOR DC CONDUIT EVERY 1O FT,
AT EACH TURN, ABOVE AND BELOW PENETRATIONS,
ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS.
PER CODE(S): 690.31(G)(4)
PHOTOVOLTAIC SYSTEM
EQUIPPED WITH
RAPID SHUTDOWN
LABEL LOCATION:
UTILITY SERVICE ENTRANCE/METER, INVERTER/DC
DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER
LOCATIONS AS REQUIRED BY LOCAL AHJ.
PER CODE(S): 605.11.1
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
48.25 AMPS
208 VAC
PHOTOVOLTAIC AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC
SYSTEM POINT OF INTERCONNECTION.
THE DC CONDUCTORS OF THIS
PHOTOVOLTAIC SYSTEM ARE
UNGROUNDED AND MAY BE
ENERGIZED
ELECTRICAL SHOCK HAZARD
WARNING
LABEL LOCATION:
INVERTER(S), DC
DISCONNECTS.
PER CODE(S): 690.35(F)
PV SYSTEM DISCONNECT
FOR UTILITY OPERATION
SOLAR AC DISCONNECT
ELECTRICAL SHOCK HAZARD
DO NOT TOUCH TERMINALS.
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
WARNING
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): 690.17(E)
CAUTION:
SOLAR ELECTRIC
SYSTEM CONNECTED
WARNING
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
INVERTER OUTPUT CONNECTION
LABEL LOCATION:
ADJACENT TO PV BREAKER (IF
APPLICABLE).
PER CODE(S): 705.12(D)(4)
LABEL LOCATION:
MAIN SERVICE DISCONNECT
LABEL LOCATION:
SOLAR AC DISCONNECT
LABEL LOCATION:
UTILITY AC DISCONNECT
PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH
POP-RIVETS OR SCREWS.
!
DO NOT ADD LOADS
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
WARNING
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER
(IF APPLICABLE).
PER CODE(S): 705.12(D)(2)(3)(c)
!
!
!
CAUTION
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECT AS SHOWN
MIN.6"x6" PLACARD TO GO ON MAIN SERVICE PANEL
WARNING:
DUAL POWER SOURCES
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
RATED AC OUTPUT CURRENT 50.04 AMPS
AC NOMINAL OPERATING VOLTAGE 208 VOLTS
LABEL LOCATION:
LOAD CENTER
[Only use when applicable for PV load center]
NOTICE
PV SYSTEM COMBINER PANEL
DO NOT ADD LOADS TO THIS PANEL
YOU ARE HERE
SERVICE POINT UTILITY METER
PV DISCONNECT
INVERTER
E 4TH ST
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PV-9
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A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
DATA SHEET
INVERTER
MODULE &
1605 E 4th St - 101113848 and
20178713
11/15/2023
1/6/2023
RE: Structural Certification for Solar Installation
Hiner Partners:1605 E 4TH ST, SANTA ANA, CA 92701, USA
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 95 mph
PV Dead Load DPV 4.6 psf (with Ballast)Exposure B
Roof Live Load Lr 20 psf
This Letter is for the existing roof framing which will support ballasted PV modules. From the site survey, the
roof is made of Flat Rolled Composition roofing over roof plywood supported by 2X4 Rafters at 24 inches on a
relatively flat roof. The slope of the ballast tilt is approximated to be 5 degrees.
the existing roof framing has been determined
to be adequate to support an additional dead weight without structural upgrades. To avoid structural
updgrades and/or additional analysis for the lateral resisting system, additional Weight should not exceed
that covered in the report. Parameters above ensure that the seismic weight increase is less than 10%.
More dead weight can be added only after further analysis of the lateral resisting system are performed.
Ballasts seismic and uplift resistance as well as layout are derived and covered by The Ballast report.Capacity
calculations were done in accordance with applicable building codes.
projects@evengineersnet.com
http://www.evengineersnet.com
Structural Only
1605 E 4th St - 101113848 and
20178713
11/15/2023
Structural Letter for PV Installation
Date:1/6/2023
Job Address:1605 E 4TH ST
SANTA ANA, CA 92701, USA
Job Name:Hiner Partners
Job Number:220105HP
Scope of Work
Table of Content
Sheet
2 Cover
3 Roof Framing Check
4 Seismic Check and Scope of work
Ballast Report
Engineering Calculations Summary
Code 2022 California Building Code (ASCE 7-16)
Risk category II
Roof Dead Load Dr 10 psf
PV Dead Load DPV 4.6 psf (with Ballast)
Roof Live Load Lr 20 psf
References
PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
projects@evengineersnet.com
http://www.evengineersnet.com
Structural Only
1605 E 4th St - 101113848 and
20178713
11/15/2023
Vertical Load Resisting System Design
Roof Framing Rafters
Fully Exposed
pg=0 psf 1.1
0.9 1.0 ps = 0 psf
pf = 0 psf pfmin. = 0.0 psf 0 plf
Max Length, L =8.0 ft
Tributary Width, WT =24 in
RLL =20 psf 39.85 plf
Dr =10 psf 20 plf
Load Case: DL
OK
Load Case: DL+RLL
OK
Load Case: DL+S
OK
Load Case: DL+0.6W
OK
Load Case: 0.6DL+0.6W
OK
DL+0.45W+0.75(RLL or S)31 plf
OK
Member Capacity
2X4 φ λ
Cross-Sectonal Area, A =5.25
in
Satisfactory
Satisfactory
projects@evengineersnet.com
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1605 E 4th St - 101113848 and
20178713
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Siesmic Loads Check
Roof DL 10 psf
Ext. Wall DL 18 psf
Areas (s
3405 40.9 kips
2334 42.0 kips
82.9 kips
Max additional Weight= 10%8.29 kips
1362 qft
6.08 psf Governs
Solar Weight to use=psf OK
Limits of Scope of Work and Liability
The increase in global seismic Dead weight as a result of the solar system will be 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
-Hiner Partners. 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
Seismic Weight
6
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1605 E 4th St - 101113848 and
20178713
11/15/2023
PROJECT TITLE:Hiner Partners
PROJECT ID:QR-20230908-45506
Name:Solar Symphony Construction, Inc.Designed By: SK
Address:1605 E 4th St Product: RM5
City, State:Santa Ana, CA 92701, USA 480 Watt Panels
Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft.
480 Watts 21.1 kWs
Legend: Base System Part Accessory
NA - User
Supplied 44
310800 69
310830 0
310820 222
310860 246
310811 10
310861 24
310850 44
310851 5
008002S 0
008009P 2
NA - User
Supplied 96
GROUNDING LUG ILSCO LAY IN LUG (GBL4DBT)
GROUNDING LUG GROUND WEEBLUG #1
PROJECT REPORT
VERSION:INT 10.20.22
9-9-23 2:47 PM
BILL OF MATERIALS
PARTS AND ACCESSORIES
RM5/DT 1/4-20 CLIP U-NUT SS18-8
WIND DEFLECTOR RM5 WIND DEFLECTOR, 98"
WIRE MGMT CLIP RM5 WD WIRE MGMT CLIP
DEFLECTOR HARDWARE RM5, WIND DEFLECTOR HDW KIT
WIRE MGMT CLIP RM5/DT WIRE MGMT CLIP
Module
ENDCLAMP
RM5/DT PVC ROOF FRICTION PATCH
Part
Number
Module
BAY RM5 BAY
Part Type Description Quantity
FRICTION PATCH
Ballast Block 32 lb. Concrete Block w/4x8x16 in. Nom. Dim. (ASTM
C1491 (Concrete Roof Pavers))
RM5/DT ENDCLAMP 30-40MM
NUT
This design is to be evaluated to the product appropriate Unirac code compliant Installation Guide which references the ASCE 7-16.
The installation of products related to this design is subject to requirements in the above mentioned Installation Guide.
1
1605 E 4th St - 101113848 and
20178713
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PROJECT TITLE:Hiner Partners
PROJECT ID:QR-20230908-45506
Name:Solar Symphony Construction, Inc.Designed By: SK
Address:1605 E 4th St Product: RM5
City, State:Santa Ana, CA 92701, USA 480 Watt Panels
Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft.
480 Watts 21.1 kWs
4.66 psf RM5 (5 Degree Tilt)
6289 lbs Hanwha/Q-Cells
646 lbs Q.Peak Duo XL-G10.2-
2570 lbs
3072 lbs 86.93 in
148 lbs 40.83 in
16.00 psf 1.38 in
24.6 sqft 58.4 lbs
211 lbs I
Ballast Block Weight:32.0 lbs
Max Blocks per Bay:2
Loads Used for Design Building Height:22 ft
- Building Code:ASCE 7-16 Roof Type:TPO
- Wind Speed:95 mph Parapet Height:1 Array Height
- Ground Snow Load:0 psf Row Spacing:7.5 in
- Seismic (Ss):1.29 g Roof Pitch:<= 3 Degrees*
- Wind Exposure:B
- Risk Category:II
- Seismic Design Category:D
AVERAGE PSF:Product:
Total weight on roof:
- Racking weight:
Module Length:
- Max Bay Load (Dead): Module Width:
- Down Wind (qh*GCp down):
PROJECT REPORT
VERSION:INT 10.20.22
INSPECTION
ENGINEERING REPORT
PLAN REVIEW
Module Thickness:
- Module Area: Module Weight:
- Max Bay Down Load (Total):
- Ballast weight:
- Module weight: Module Watts:480 watts
Module Type:
NOTE:
IF ROOF PITCH IS >3 DEGREES, PLEASE CONTACT UNIRAC FOR MORE DETAILS
Model:
Module Manufacturer:
9-9-23 2:47 PM
2
1605 E 4th St - 101113848 and
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- Array to Array:12 in
- To Obstruction or Parapet:24 in
- To Roof Edge (No Parapet):48 in
Max Array (Seismic) (For Unattached Arrays)
Minimum Seismic Separation (Unattached Arrays):
Array 1 2
AVERAGE PSF:4.16 psf 5.54 psf
Total Number of Modules 28 16
Total KW:13.44 kWs 7.68 kWs
Total Area:856 Sq Ft. 493 Sq Ft.
Total weight on roof:3557 lbs 2732 lbs
- Racking weight:385 lbs 261 lbs
- Module weight:1636 lbs 935 lbs
- Ballast weight:1536 lbs 1536 lbs
Array 1 2
Max rows 16 14
Max columns 13 11
3
1605 E 4th St - 101113848 and
20178713
11/15/2023
PROJECT TITLE:Hiner Partners
PROJECT ID:QR-20230908-45506
Name:Solar Symphony Construction, Inc.Designed By: SK
Address:1605 E 4th St Product: RM5
City, State:Santa Ana, CA 92701, USA 480 Watt Panels
Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft.
480 Watts 21.1 kWs
~ 37 ft
~ 56 ft
VERSION:INT 10.20.22
9-9-23 2:47 PM
INSTALLATION AND DESIGN PLAN
PROJECT REPORT
M Module with No Deflector
N Module with North Deflector
S Module with South Deflector
NS Module with North and South Deflector
2 Bay with Block Count
2 Two Supplementary Bay required
Legend
Array 2
Array 1
2 0 2 0 2 0 2 0 2 0 2 0 2
N N N N N N
1 0 1 0 1 0 1 0 1 0 1 0 1
M M M M M M
1 0 1 0 1 0 1 0 1 0 1 0 1
M M M M M M
1 0 1 0 1 0 1 0 1 0 1 0 1
M M M M M M
1 0 1 0 1 0 1 0 1 0 1 0 1
M M M M
1 0 1 0 1 0 0 0 1 0 1 0 1
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
2 0 2 0 2 0 2 0 2 0 0 0 0
N N N N
1 0 1 0 1 0 1 0 1 0 0 0 0
M M M M
2 0 2 0 2 0 2 2 2 0 0 0 0
M M
0 0 2 0 2 0 2 0 0 0 0 0 0
M M
0 0 2 0 2 0 2 0 0 0 0 0 0
M M
0 0 2 0 2 0 2 0 0 0 0 0 0
M M
0 0 1 0 1 0 1 0 0 0 0 0 0
4
1605 E 4th St - 101113848 and
20178713
11/15/2023
PROJECT TITLE:Hiner Partners
PROJECT ID:QR-20230908-45506
Name:Solar Symphony Construction, Inc.Designed By: SK
Address:1605 E 4th St Product: RM5
City, State:Santa Ana, CA 92701, USA 480 Watt Panels
Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft.
480 Watts 21.1 kWs
Site Classification:D-Default
Ss:1.29 g
Risk Category:II
Fa:1.20
SMS:1.54 g
SDS:1.03 g
Module Weight:58 lbs
Racking and Ballast Weight to One Module:89 lbs
Capacity of Connections to One Module (N/S):348 lbs
Capacity of Connections to One Module (E/W):284 lbs
W1 (Module, Racking, and Ballast Weight to One Module):148 lbs
0.2 SDS W1:20.2
Seismic Design category D
Building Importance Factor:1.00
Importance Factor of Array:1.00
Design for Seismic Separation DMPV=[5Ie(SDS-0.4)^2*12 in] or 24 in:24 in ←ASCE 7-16, 13.6.12
Setback Between Arrays (0.5DMPV):12 in ←ASCE 7-16,13.6.12
Setback Between Array and Objects (DMPV):24 in ←ASCE 7-16, 13.6.12
Setback Between Array and Edge of Parapet (DMPV):24 in ←ASCE 7-16,13.6.12
Setback Between Array and Roof Edge without Parapet (2*DMPV):48 in ←ASCE 7-16, 13.6.12
9-9-23 2:47 PM
PROJECT REPORT
VERSION:INT 10.20.22
SEISMIC DESIGN PER ASCE 7-16, 13.6.12
SEISMIC DESIGN
5
1605 E 4th St - 101113848 and
20178713
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PROJECT TITLE:Hiner Partners
PROJECT ID:QR-20230908-45506
Name:Solar Symphony Construction, Inc.Designed By: SK
Address:1605 E 4th St Product: RM5
City, State:Santa Ana, CA 92701, USA 480 Watt Panels
Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft.
480 Watts 21.1 kWs
Elevation 139 ft
Numerical coefficient - Imperial Units 0.00255 ← Sec on 26.10.1 (ASCE 7-16)
Median Roof Height, h 22 ft
Exposure B ← Sec on 26.7 (ASCE 7-16)
Risk Category II ← Table 1.5-1 (ASCE 7-16)
Basic Wind Speed, V 95 mph
Velocity Pressure Exposure Coefficient, Kz 0.70 ← Table 26.10.1 (ASCE 7-16)
Topographic Factor (assuming level ground), Kzt 1.00 ← Sec on 26.8 (ASCE 7-16)
Directionality factor, Kd 0.85 ← Table 26.6-1 (ASCE 7-16)
Velocity Pressure at Height qh = 0.00255KzKztKdV2 13.7 psf ← Equa on 26.10.1 (ASCE 7-16)
Design Life Factor, Kdl 1.00 ← Equa on C26.5-4 (ASCE 7-16)
Design Life Velocity Pressure qh x Kdl
2 13.7 psf
Design pressure p = qhGCp
WIND DESIGN
9-9-23 2:47 PM
WIND DESIGN
VERSION:INT 10.20.22
PROJECT REPORT
6
1605 E 4th St - 101113848 and
20178713
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PROJECT TITLE:Hiner Partners
PROJECT ID:QR-20230908-45506
Name:Solar Symphony Construction, Inc.Designed By: SK
Address:1605 E 4th St Product: RM5
City, State:Santa Ana, CA 92701, USA 480 Watt Panels
Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft.
480 Watts 21.1 kWs
UPLIFT CALCULATIONS
VERSION:INT 10.20.22
PROJECT REPORT
TOTAL WIND UPLIFT (0.6 X GCP X QZ X A) (LBS)
SYSTEM DEAD LOAD (1 X DL) (LBS) UPLIFT LESS SYSTEM DL PER MODULE (LBS)
MODIFIED GCP FACTOR PER MODULE
PROJECT UPLIFT SYSTEM CHECK
9-9-23 2:47 PM
Array 1 2
UPLIFT (0.6 X GCP X QZ X A) (LBS) -2435 lbs -1999 lbs
SYSTEM DEAD LOAD (1 X DL) (LBS) 2021 lbs 1196 lbs
Ballast Dead Load (1X DL): 1536 lbs 1536 lbs
Check if Dead Load > Uplift OK OK
-0.32 -0.30 -0.30 -0.30 -0.30 -0.32
-0.48 -0.36 -0.36 -0.36 -0.36 -0.48
-0.48 -0.36 -0.36 -0.36 -0.36 -0.48
-0.46 -0.38 -0.54 -0.54 -0.38 -0.46
-0.67 -0.67 0.00 0.00 -0.67 -0.67
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
-0.37 -0.39 -0.39 -0.48 0.00 0.00
-0.82 -0.40 -0.52 -0.82 0.00 0.00
0.00 -0.82 -0.82 0.00 0.00 0.00
0.00 -0.67 -0.67 0.00 0.00 0.00
0.00 -0.67 -0.67 0.00 0.00 0.00
0.00 -0.67 -0.67 0.00 0.00 0.00
-65 -61 -61 -61 -61 -65
-96 -73 -73 -73 -73 -96
-96 -73 -73 -73 -73 -96
-92 -76 -109 -109 -76 -92
-134 -134 0 0 -134 -134
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
-75 -86 -86 -98 0 0
-165 -81 -106 -165 0 0
0 -165 -165 0 0 0
0 -134 -134 0 0 0
0 -134 -134 0 0 0
0 -134 -134 0 0 0
84 78 78 78 78 84
71 67 67 67 67 71
71 67 67 67 67 71
71 67 69 69 67 71
77 75 0 0 75 77
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
84 78 78 84 0 0
75 67 67 75 0 0
0 70 70 0 0 0
0 71 71 0 0 0
0 71 71 0 0 0
0 77 77 0 0 0
19 17 17 17 17 19
-25 -6 -6 -6 -6 -25
-25 -6 -6 -6 -6 -25
-21 -9 -40 -40 -9 -21
-58 -59 0 0 -59 -58
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
9 -8 -8 -14 0 0
-90 -14 -38 -90 0 0
0 -95 -95 0 0 0
0 -63 -63 0 0 0
0 -63 -63 0 0 0
0 -58 -58 0 0 0
7
1605 E 4th St - 101113848 and
20178713
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PROJECT TITLE:Hiner Partners
PROJECT ID:QR-20230908-45506
Name:Solar Symphony Construction, Inc.Designed By: SK
Address:1605 E 4th St Product: RM5
City, State:Santa Ana, CA 92701, USA 480 Watt Panels
Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft.
480 Watts 21.1 kWs
DRAG (0.6 X GCP X QZ X A) (LBS)
TOTAL DEAD LOAD (1X DL) (LBS)
DRAG CALCULATION
MODIFIED GCP FACTOR PER MODULE (UPLIFT EFFECT)UPLIFT FOR DRAG (0.6 X GCP X QZ X A) (LBS)
PROJECT REPORT
VERSION:INT 10.20.22
9-9-23 2:47 PM
DRAG CHECK
MODIFIED GCP FACTOR PER MODULE (DRAG EFFECT)
Array 1 2
TOTAL DEAD LOAD (1X DL) (LBS) 3557 lbs 2732 lbs
Drag + Uplift (0.6 X GCP X QZ X A): 1729 lbs 1570 lbs
Total Drag Load: 1729 lbs 1570 lbs
Total Dead Load: 3557 lbs 2732 lbs
Check if Dead Load>Drag OK OK
204 158 158 158 158 204
119 99 99 99 99 119
119 99 99 99 99 119
119 102 112 112 102 119
149 142 0 0 142 149
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
204 158 158 204 0 0
185 121 121 257 0 0
0 155 155 0 0 0
0 167 167 0 0 0
0 167 167 0 0 0
0 173 173 0 0 0
0.36 0.36 0.36 0.36 0.36 0.36
0.24 0.24 0.24 0.24 0.24 0.24
0.24 0.24 0.24 0.24 0.24 0.24
0.24 0.24 0.32 0.32 0.24 0.24
0.32 0.32 0.00 0.00 0.32 0.32
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.48 0.62 0.62 0.62 0.00 0.00
0.43 0.33 0.43 0.43 0.00 0.00
0.00 0.43 0.43 0.00 0.00 0.00
0.00 0.43 0.43 0.00 0.00 0.00
0.00 0.43 0.43 0.00 0.00 0.00
0.00 0.43 0.43 0.00 0.00 0.00
15.3 15.3 15.3 15.3 15.3 15.3
10.4 10.4 10.4 10.4 10.4 10.4
10.4 10.4 10.4 10.4 10.4 10.4
10.4 10.4 13.6 13.6 10.4 10.4
13.6 13.6 0.0 0.0 13.6 13.6
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
20.6 26.8 26.8 26.8 0.0 0.0
18.3 14.1 18.3 18.3 0.0 0.0
0.0 18.3 18.3 0.0 0.0 0.0
0.0 18.3 18.3 0.0 0.0 0.0
0.0 18.3 18.3 0.0 0.0 0.0
0.0 18.3 18.3 0.0 0.0 0.0
-0.17 -0.17 -0.17 -0.17 -0.17 -0.17
-0.25 -0.25 -0.25 -0.25 -0.25 -0.25
-0.25 -0.25 -0.25 -0.25 -0.25 -0.25
-0.25 -0.25 -0.32 -0.32 -0.25 -0.25
-0.32 -0.32 0.00 0.00 -0.32 -0.32
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
-0.23 -0.29 -0.29 -0.29 0.00 0.00
-0.43 -0.33 -0.43 -0.43 0.00 0.00
0.00 -0.43 -0.43 0.00 0.00 0.00
0.00 -0.43 -0.43 0.00 0.00 0.00
0.00 -0.43 -0.43 0.00 0.00 0.00
0.00 -0.43 -0.43 0.00 0.00 0.00
33.7 33.7 33.7 33.7 33.7 33.7
49.8 49.8 49.8 49.8 49.8 49.8
49.8 49.8 49.8 49.8 49.8 49.8
49.8 49.8 64.8 64.8 49.8 49.8
64.8 64.8 0.0 0.0 64.8 64.8
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
45.6 59.2 59.2 59.2 0.0 0.0
87.5 67.3 87.5 87.5 0.0 0.0
0.0 87.5 87.5 0.0 0.0 0.0
0.0 87.5 87.5 0.0 0.0 0.0
0.0 87.5 87.5 0.0 0.0 0.0
0.0 87.5 87.5 0.0 0.0 0.0
8
1605 E 4th St - 101113848 and
20178713
11/15/2023
PROJECT TITLE:Hiner Partners
PROJECT ID:QR-20230908-45506
Name:Solar Symphony Construction, Inc.Designed By: SK
Address:1605 E 4th St Product: RM5
City, State:Santa Ana, CA 92701, USA 480 Watt Panels
Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft.
480 Watts 21.1 kWs
Risk Category II ← Table 1.5-1 (ASCE 7-16)
Importance Factor, IS 1 ← Table 1.5-2 (ASCE 7-16)
Exposure Category B ← Sec on 26.7 (ASCE 7-16)
Exposure Factor, Ce 1 ←Table 7.2 (ASCE 7-16)
Thermal Factor, Ct 1 ←Sec on C7.8 (ASCE 7-16)
Ground Snow, pg 0 psf
Tilt Angle 5°
Flat Roof Snow Load, pf = 0.7CeCtIspg 0.0 psf '← Equa on 7.3-1 (ASCE 7-16)
Minimum Snow Load, pm
For pg ≤ 20 psf 0.0 psf ← Sec on 7.3.4 (ASCE 7-16)
For pg > 20 psf 20.0 psf ← Sec on 7.3.4 (ASCE 7-16)
Slope Factor, Cs 1 ← Figure 7-2a (ASCE 7-16)*
Sloped Roof Snow Load, ps = Cspf 0.0 psf ← Equa on 7.4-1 (ASCE 7-16)*
9-9-23 2:47 PM
SNOW DESIGN
PROJECT REPORT
VERSION:INT 10.20.22
SNOW DESIGN
*Section C7.8 states "collectors should be designed to sustain a load calculated by using the "unobstructed slippery surfaces" curve in
Fig. 7-2a." This indicates that Ct ≤ 1.0. Per Figure 7-2a for a roof slope of 5° with the unobstructed slippery surfaces graph, Cs = 1.0.
9
1605 E 4th St - 101113848 and
20178713
11/15/2023
PROJECT TITLE:Hiner Partners
PROJECT ID:QR-20230908-45506
Name:Solar Symphony Construction, Inc.Designed By: SK
Address:1605 E 4th St Product: RM5
City, State:Santa Ana, CA 92701, USA 480 Watt Panels
Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft.
480 Watts 21.1 kWs
PROJECT REPORT
TOTAL DOWN LOAD PER SECONDARY BAY
VERSION:INT 10.20.22
9-9-23 2:47 PM
TOTAL DOWN LOAD CALCULATIONS
TOTAL DOWN LOAD PER MODULEMODIFIED GCP FACTOR PER MODULE
TOTAL DOWN LOAD PER PRIMARY BAY
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
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 0 103 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 0 0
100 135 133 133 133 135 100
106 177 174 174 174 177 106
107 180 178 178 178 180 107
104 173 172 172 172 173 104
102 170 134 99 134 170 102
68 103 67 0 67 103 68
0 0 0 0 0 0 0
0 0 0 0 0 0 0
109 144 133 144 109 0 0
116 187 174 187 116 0 0
103 176 211 157 83 0 0
0 135 207 135 0 0 0
0 132 201 132 0 0 0
0 134 203 134 0 0 0
0.30 0.30 0.30 0.30 0.30 0.30
0.39 0.39 0.39 0.39 0.39 0.39
0.39 0.39 0.39 0.39 0.39 0.39
0.33 0.33 0.33 0.33 0.33 0.33
0.33 0.33 0.00 0.00 0.33 0.33
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.48 0.30 0.30 0.48 0.00 0.00
0.39 0.39 0.39 0.39 0.00 0.00
0.00 0.39 0.39 0.00 0.00 0.00
0.00 0.33 0.33 0.00 0.00 0.00
0.00 0.33 0.33 0.00 0.00 0.00
0.00 0.33 0.33 0.00 0.00 0.00
264 218 218 218 218 264
198 178 178 178 178 198
198 178 178 178 178 198
185 168 178 178 168 185
214 207 0 0 207 214
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
300 218 218 300 0 0
264 200 200 328 0 0
0 234 234 0 0 0
0 233 233 0 0 0
0 233 233 0 0 0
0 238 238 0 0 0
10
1605 E 4th St - 101113848 and
20178713
11/15/2023
10'-1"
11
'
-
3
"
3'-0"
5'
-
5
"
14
0
'
-
8
"
69'-5"
14
0
'
-
8
"
69'-5"
MD
P
UM
(2
1
.
1
2
0
K
W
D
C
)
REV
SHEET NAME
SHEET NUMBER
DATEDESCRIPTION
REVISIONS
PROJECT NAME & ADDRESS
HI
N
E
R
P
A
R
T
N
E
R
S
16
0
5
E
4
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
C04/19/2023REVISION
D09/26/2023REVISION
CO
N
S
T
R
U
C
T
I
O
N
T
Y
P
E
:
I
I
I
-
B
OC
C
U
P
A
N
C
Y
:
G
R
O
U
P
B
-
B
U
S
I
N
E
S
S
1 PLOT PLAN WITH ROOF PLAN
SCALE: 3/32" = 1'-0"PV-2
SITE PLAN
(E) UTILITY METER
(E) DISTRIBUTION PANEL, 400A
ROOF ACCESS
POINT
DR
I
V
E
W
A
Y
48" FIRE SETBACK
E 4TH ST
EA
S
T
S
I
D
E
A
V
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
48
"
F
I
R
E
S
E
T
B
A
C
K
48
"
F
I
R
E
S
E
T
B
A
C
K
48" FIRE SETBACK
DR
I
V
E
W
A
Y
ROOF #1
(44) HANWHA Q CELLS
Q.PEAK DUO XL-G10.3/BFG MODULES
48" FIRE SETBACK
HATCH #1
PV-0.0
1605 E 4th St - 101113848 and
20178713
11/15/2023
4'-11"
44'-0"7'-4"
4'
-
9
"
54
'
-
7
"
64
'
-
7
"
MD
P
UM
JB
INV ACD
(2
1
.
1
2
0
K
W
D
C
)
REV
SHEET NAME
SHEET NUMBER
DATEDESCRIPTION
REVISIONS
PROJECT NAME & ADDRESS
HI
N
E
R
P
A
R
T
N
E
R
S
16
0
5
E
4
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
C04/19/2023REVISION
D09/26/2023REVISION
CO
N
S
T
R
U
C
T
I
O
N
T
Y
P
E
:
I
I
I
-
B
OC
C
U
P
A
N
C
Y
:
G
R
O
U
P
B
-
B
U
S
I
N
E
S
S
PV LAYOUT
ROOF
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 44 MODULES
MODULE TYPE = Q.PEAK DUO XL-G10.3/BFG 480
WEIGHT = 64.2 LBS / 29.1 KG.
MODULE DIMENSIONS = 87.2"X 41.1" = 24.89 SF
ROOF DESCRIPTION
ROOF TYPE ROLLED ASPHALT
ROOF # OF
MODULES
MODULE
TILT AZIMUTH RAFTER
SIZE
RAFTER
SPACING
#1 44 5°180°2"x4"24" O.C.
ARRAY AREA & ROOF AREA CALC'S
ROOF # OF
MODULES
ARRAY
AREA
(Sq. Ft.)
ROOF
AREA
(Sq. Ft.)
ROOF AREA
COVERED BY
ARRAY (%)
#1 44 1095.16 6691.83 16
LEGEND
CP
INV - INVERTER
- AC COMBINER PANEL
- VENT (ROOF OBSTRUCTION)
- CONDUIT
ACD - AC DISCONNECT
- UTILITY METERUM
MDP - DISTRIBUTION PANEL
87
.
2
"
41.1"
HANWHA Q CELL Q.PEAK DUO
XL-G10.3/BFG 480W MODULES
1.38"
1 PV ROOF LAYOUT
SCALE: 3/32" = 1'-0"PV-3
- PV MODULE
CONDUIT RUN (ON ROOF)
TO INVERTER
ROOF ACCESS POINT
ROOF #1
(44) HANWHA Q CELLS
Q.PEAK DUO XL-G10.3/BFG MODULES
UNIRAC BALLESTED RM5
(N) JUNCTION BOX
INSIDE BUILDING
(E) FRONT OF BUILDING
(E) BACK OF BUILDING
E 4TH ST
(E) UTILITY METER
(E) DISTRIBUTION PANEL, 400A
(N) AC DISCONNECT, 100A
(N) SOLAREDGE SE17.3KUS INVERTER
INSIDE BUILDING
EA
S
T
S
I
D
E
A
V
E
48" FIRE SETBACK
48
"
F
I
R
E
S
E
T
B
A
C
K
48
"
F
I
R
E
S
E
T
B
A
C
K
48" FIRE SETBACK
48" FIRE SETBACK
HATCH #1
PV-1.0
1605 E 4th St - 101113848 and
20178713
11/15/2023
MD
P
UM
JB
INV ACD
(2
1
.
1
2
0
K
W
D
C
)
REV
SHEET NAME
SHEET NUMBER
DATEDESCRIPTION
REVISIONS
PROJECT NAME & ADDRESS
HI
N
E
R
P
A
R
T
N
E
R
S
16
0
5
E
4
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
C04/19/2023REVISION
D09/26/2023REVISION
CO
N
S
T
R
U
C
T
I
O
N
T
Y
P
E
:
I
I
I
-
B
OC
C
U
P
A
N
C
Y
:
G
R
O
U
P
B
-
B
U
S
I
N
E
S
S
LAYOUT
STRING
1 STRING LAYOUT
PV-4 SCALE: 3/32" = 1'-0"
STRING 1
(E) FRONT OF BUILDING
(E) BACK OF BUILDING
E 4TH ST
EA
S
T
S
I
D
E
A
V
E
STRING 2
(44) Q.PEAK DUO XL-G10.3/BFG (480W) MODULES
(02) STRINGS OF 22 MODULES CONNECTED IN SERIES
PV-2.0
1605 E 4th St - 101113848 and
20178713
11/15/2023
(2
1
.
1
2
0
K
W
D
C
)
REV
SHEET NAME
SHEET NUMBER
DATEDESCRIPTION
REVISIONS
PROJECT NAME & ADDRESS
PV-10
HI
N
E
R
P
A
R
T
N
E
R
S
16
0
5
E
4
T
H
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
DATA SHEET
ATTACHMENT
RACKING &
1605 E 4th St - 101113848 and
20178713
11/15/2023
(2
1
.
1
2
0
K
W
D
C
)
REV
SHEET NAME
SHEET NUMBER
DATEDESCRIPTION
REVISIONS
PROJECT NAME & ADDRESS
PV-5
HI
N
E
R
P
A
R
T
N
E
R
S
16
0
5
E
4
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
C04/19/2023REVISION
D09/26/2023REVISION
CO
N
S
T
R
U
C
T
I
O
N
T
Y
P
E
:
I
I
I
-
B
OC
C
U
P
A
N
C
Y
:
G
R
O
U
P
B
-
B
U
S
I
N
E
S
S
DETAIL
ATTACHMENT
NTS
UNIRAC RMDT BALLAST SYSTEM2
NTS
UNIRAC RMDT SYSTEM1
·THE EXISTING ROOF STRUCTURE HAS BEEN EVALUATED
FOR THE PROPOSED NEW SOLAR LOAD AND DETERMINED
TO BE OF SUFFICIENT CAPACITY TO INSTALL THE
PROPOSED SOLAR ARRAY.
NOTE:
ARRAY DIMENSIONS WILL VARY
BASED ON MODULE WIDTH & LENGTH.
PV MODULE
RM5 MOUNT
PV
MODULE
RM5 MOUNT
1605 E 4th St - 101113848 and
20178713
11/15/2023
(2
1
.
1
2
0
K
W
D
C
)
REV
SHEET NAME
SHEET NUMBER
DATEDESCRIPTION
REVISIONS
PROJECT NAME & ADDRESS
PV-13
HI
N
E
R
P
A
R
T
N
E
R
S
16
0
5
E
4
T
H
S
T
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
C04/19/2023REVISION
D09/26/2023REVISION
CO
N
S
T
R
U
C
T
I
O
N
T
Y
P
E
:
I
I
I
-
B
OC
C
U
P
A
N
C
Y
:
G
R
O
U
P
B
-
B
U
S
I
N
E
S
S
ARRAY LAYOUTS
NOT TO SCALENO
R
T
H
LEGEND
2BALLAST BAY WITH BLOCK COUNT
SUPPLEMENTARY BALLAST BAY WITH BLOCK
COUNT
MODULE WITH NORTH DEFLECTOR
2
N
ARRAY 1
ARRAY 2
43'-613
16"
21
'
-
9
1 8"
29'-011
16"
25
'
-
9
5 16
"
N N N N
1 1
2 2
1
2
2 2 2
2 2 2
2 2 22
1 1 1 1
2
1
2 2 2 2 2
N N N N N N
1 1
1 1
1
1
1 1
1 1
1
1
1 1 1
1
1 1 1 1
1 1 1 1 1 1 1
1 1 1 1 1 1 1
2 2 2 2 2 2 2
MMMMMM
MMMMMM
MMMMMM
MMMM
2
MMMM
MM
MM
MM
MM
14
1
1
B
R
O
A
D
W
A
Y
B
O
U
L
E
V
A
R
D
N
E
AL
B
U
Q
U
E
R
Q
U
E
,
N
E
W
M
E
X
I
C
O
,
U
S
A
,
8
7
1
0
2
WW
W
.
U
N
I
R
A
C
.
C
O
M
RE
V
I
S
I
O
N
S
RE
V
DA
T
E
DE
S
C
R
I
P
T
I
O
N
DR
W
CH
K
0
12
/
2
8
/
2
0
2
2
IN
I
T
I
A
L
R
E
L
E
A
S
E
PK
SS
A
09
/
0
9
/
2
0
2
3
RE
V
I
S
I
O
N
(
L
A
Y
O
U
T
H
A
N
G
E
)
SK
VK
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
SOLAR SYMPHONY
CONSTRUCTION,
INC.
HINER PARTNERS
1605 E 4TH ST
SANTA ANA, CA 92701, USA
ARRAY LAYOUT
RM.300
FOR
ENGINEER'S STAMP
PROJECT
TITLE
SHEET
KEY PLAN
NOT TO SCALE
PL
A
N
N
O
R
T
H
ARRAY 1
ARRAY 2
NOT TO SCALE NO
R
T
H
ARRAY 1
ARRAY 2
LEGEND
2 BALLAST BAY WITH BLOCK COUNT
SUPPLEMENTARY BALLAST BAY WITH BLOCK
COUNT
MODULE WITH NORTH DEFLECTOR
2
N
1605 E 4th St - 101113848 and
20178713
11/15/2023
(2
1
.
1
2
0
K
W
D
C
)
REV
SHEET NAME
SHEET NUMBER
DATEDESCRIPTION
REVISIONS
PROJECT NAME & ADDRESS
PV-14
HI
N
E
R
P
A
R
T
N
E
R
S
16
0
5
E
4
T
H
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
A11/10/2022FOR REVIEW
SIGNATURE & SEAL
CONTRACTOR SIGNATURE
SOLAR SYMPHONY
1255 STONE DR.
SAN MARCOS, CA 92078
PHONE #: (760) 300-4141
EMAIL: ops@solarsymphony.com
CSLB LICENSE: 988146
CLASS: C-46
B11/18/2022MODULE LAYOUT
C04/19/2023REVISION
RM5 DETAILS
1605 E 4th St - 101113848 and
20178713
11/15/2023