HomeMy WebLinkAbout1895 & 1995 S Standard Ave - PlanGENERAL NOTES PROJECT SCOPE:DRAWING INDEXPERMITTING / PLANNING NOTES:
ADDRESS MAP AERIAL PHOTO:
PROJECT TEAM:
CONTRACTOR:
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
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1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE 2022 TITLE 24 OF THE
CALIFORNIA BUILDING CODE, CMC,CPC. CEC AND ALL APPLICABLE LOCAL CODES,
ORDINANCES, AND STATE AMENDMENTS.
2. THE CONTRACTOR SHALL CHECK ALL DRAWINGS IMMEDIATELY UPON THEIR RECEIPT
AND SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK.
ALL ARCHITECTS AND ENGINEERS SHALL BE NOTIFIED OF ANY DISCREPANCIES.
3. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY
SHOWN, NOTED, OR APPROVED BY ALL. NOTCH DETAILS, IF PROVIDED ARE FOR
GENERAL GUIDANCE ONLY. ALL SHALL BE CONTACTED TO APPROVE LOCATIONS OF
PROPOSED NOTCHES.
4. CONNECTIONS AND IMPLIED CONSTRUCTION ASSEMBLIES THAT ARE NOT SPECIFICALLY
DESCRIBED OR DETAILED SHALL BE CONSTRUCTED USING STANDARD CONSTRUCTION
PRACTICES IN COMPLIANCE WITH THE GOVERNING CODES AND ORDINANCES.
5. WHEN DETAILS LABELED "TYPICAL OR "SIMILAR" ARE GIVEN ON DRAWINGS, THE
CONTRACTOR SHALL APPLY THE INTENT OF THE DETAIL TO THAT SPECIFIC CONDITION.
6. WRITTEN INFORMATION AND DIMENSIONS SHALL HAVE PRECEDENCE OVER GRAPHIC
INFORMATION. DO NOT SCALE.
7. DRAWINGS AND SPECIFICATIONS FOR THIS WORK HAVE BEEN PREPARED IN
ACCORDANCE WITH GENERALLY ACCEPTED STANDARDS OF PRACTICE TO MEET THE
MINIMUM REQUIREMENTS DF THE CURRENT EDITION DF THE CBC. ANY DISCREPANCIES
ON THE PLANS OR ANY DE\/IATIONS FROM THE PLANS WHICH ARE NECESSITATED BY
FIELD CONDITIONS OR ANY CONDITION DIFFERENT FROM THOSE INDICATED ON THE
PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER. ALL WORK IS TO BE
COORDINATED SO THAT COOPERATION BETWEEN THE TRADES WHERE REQUIRED IS
ACCOMPLISHED.
8. CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR THE ORDER AND
MEANS DF CONSTRUCTION AND ALL TEMPORARY BRACING AND ERECTION DURING
CONSTRUCTION.
9. APPROVALS BY BUILDING INSPECTORS SHALL NOT CONSTITUTE AUTHORITY TO
DEVIATE FROM THE PLANS AND SPECIFICATIONS
1O. ALL WORK SHALL CONFORM TO TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
11. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND
ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL
ORDINANCES.
X_____________________________
VICINITY MAP:
PROPERTY OWNER:
PROLOGIS, L.P.
1800 WAZEE ST, SUITE 500
DENVER, CO 80202
SKYBRIDGE
RENEWABLES LLC
THIS INSTALLATION CONSISTS OF ROOF MOUNTED PHOTOVOLTAIC (PV)
SYSTEM. THE PV SYSTEM IS STATIC MOUNTED.
THIS SYSTEM WILL BE INTERCONNECTED TO AND WILL BE OPERATED IN
PARALLEL WITH THE ELECTRIC GRID PER THE REQUIREMENTS OF THE
NATIONAL ELECTRICAL CODE AND UTILITY INTERCONNECT AGREEMENT
1. THIS PV SYSTEM INSTALLATION IS SUBJECT TO INSPECTION BY THE AUTHORITY
HAVING JURISDICTION
2. THIS PROJECT SHALL CONFORM TO THE FOLLOWING CODE VERSIONS:
2022 CALIFORNIA BUILDING CODE (CBC 2022)
2022 CALIFORNIA ELECTRIC CODE (CEC 2022)
2022 CALIFORNIA FIRE CODE (CFC 2022)
2022 CALIFORNIA ENERGY CODE (CEnC 2022)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSG 2022)
2022 CALIFORNIA PLUMBING CODE (CPC 2022)
2022 CALIFORNIA MECHANICAL CODE (CMC 2022)
AUTHORITY HAVING JURISDICTION
3. PV SYSTEM MEETS FIRE CLASSIFICATION PER CBC 1505.9 CLASS "A". PV SYSTEM AND
ASSOCIATED RACKING SYSTEM ARE LISTED AND IDENTIFIED WITH FIRE
CLASSIFICATION IN ACCORDANCE WITH UL 1703 & UL 2703.
4. SYSTEM UTILIZES SOLAREDGE INVERTERS AND OPTIMIZERS WHICH MEET 690.12
MODULE LEVEL RAPID SHUTDOWN REQUIREMENTS.
5. 110.2 APPROVAL: ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR
CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE
UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.
6. THE OUTPUT CHARACTERISTICS OF THE PV SYSTEM SHALL BE COMPATIBLE WITH
THE VOLTAGE, WAVE SHAPE, AND FREQUENCY OF THAT OF THE UTILITY OUTPUT.
705.14.
7. INTERCONNECTED ELECTRIC POWER PRODUCTION SOURCES SHALL BE GROUNDED
IN ACCORDANCE WITH ARTICLE 250. 705.50.
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
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Utility Customer Name: Prologis Logistic Serv Inc - Santa Ana Distribution Center 1
1995 S Standard Ave Santa Ana, CA 92707 & 1895 S Standard Ave Santa Ana, CA 92707
SKYBRIDGE RENEWABLES LLC
127 MAYFAIR
ALISO VIEJO, CA 92656
TEL: (949) 424-9230
LIC # C10 - 1112028 PV-1
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SKYBRIDGE RENEWABLES LLC
C10 -1112028
10/31/2025
SOLAR ELECTRIC SYSTEM
THIS PROJECT ENTAILS THE INSTALLATION OF A PHOTOVOLTAIC SYSTEM AT
Utility Customer Name: Prologis Logistic Serv Inc - Santa Ana Distribution Center
1 THE SYSTEM WILL NOT BE A NET ELECTRICITY EXPORTER TO THE UTILITY
GRID.
SOLAR ELECTRIC SYSTEM PROJECT - 634.865kW DC STC RATING / 585.445kW AC CEC RATING
Sheet # Sheet Name
PV-1 Title Sheet
PV-2 Notes
PV-3 Site Overview
PV-4 Array Layout
PV-5 (E) Roof Plan
PV-6 Structural Details
PV-7 Wiring Layout
PV-8 Wiring Layout
PV-9.1 Single Line Diagram System 1
PV-9.2 Single Line Diagram System 2
PV-10 Spec Sheets
PV-11 Spec Sheets
PV-12 Spec Sheets
PV-13 Spec Sheets
PC-1 Cover Sheet
PC-2 Project Summary
PC-3 Array Site Map
PC-4 Typical Array Dimensions
PC-5 Assemblies
PC-6 Racking Components
PC-7 Ballast Legend
PC-8 Ballast Layout 1.1
PC-9 Ballast Layout 1.2
PC-10 Ballast Layout 1.3
PC-11 Ballast Layout 1.4
PC-12 Mechanical Attachment Detail
PROJECT TOTAL
TOTAL SYSTEM SIZE:
634.865 kW DCstc,
480.000 kW AC INVERTER CAPACITY,
585.758 kW ACcec
INTERCONNECTION 1 SYSTEM SIZE:
425.345 kW DCstc,
320.000 kW AC INVERTER CAPACITY,
392.445 kW ACcec
INTERCONNECTION 2 SYSTEM SIZE:
209.52 kW DCstc,
160.000 kW AC INVERTER CAPACITY,
193.313 kW ACcec
INTERCONNECTION 1:
PANEL SPECS:
(877) HANWHA Q CELLS, Q.PEAK DUO XL-G10.3/BFG 485
INVERTER SPECS:
(2) SOLAREDGE TECHNOLOGIES, SE120KUS [480V]
(1) SOLAREDGE TECHNOLOGIES, SE80KUS [480V]
OPTIMIZER / RAPID SHUTDOWN SPECS:
(440) SOLAREDGE PER P1101 OPTIMIZER
Parcel #: 1021132040000
PROJECT LOCATION
PROJECT LOCATION
ARRAY LOCATION
INTERCONNECTION 2:
PANEL SPECS:
(432) HANWHA Q CELLS, Q.PEAK DUO XL-G10.3/BFG 485
INVERTER SPECS:
(2) SOLAREDGE TECHNOLOGIES, SE80KUS [480V]
OPTIMIZER / RAPID SHUTDOWN SPECS:
(216) SOLAREDGE PER P1101 OPTIMIZER
No
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Bldg #101121774-75
Elect #20184604-05
APPROVALS:
PLNG - C. Santana
BLDG - T. Le
PUBLIC WORKS - Y. Soto
ELECT - M. Smith
1895 & 1995 S Standard
Ave1/7/2025
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
ABBREVIATIONS
ALTERNATING
CURRENT
APPROXIMATE
AMERICAN WIRE
GUAGE
CENTER LINE
COMBINER BOX
DIRECT CURRENT
DROP INLET
DISCONNECT
ELECTRICAL METALLIC
TUBING
(EXISTING)
ELEVATION
EQUAL
INSIDE DIAMETER
JUNCTION BOX
MAIN COMBINER BOX
MANUFACTURER
MINIMUM
MISCELLANEOUS
(NEW)
OR APPROVED EQUAL
ON CENTER
OUTSIDE DIAMETER
POINT OF COMMON
COUPLING
PHOTOVOLTAIC
PROPERTY LINE
STORM DRAIN
SQUARE FOOT/FEET
SIMILAR
TO BE DETERMINED
TOP OF FOOTING
TYPICAL
UNLESS OTHERWISE
NOTED
VERIFY IN FIELD
TRANSFORMER
NOTESSYMBOLS
AC
APPROX
AWG
CL
CB
DC
DI
DISC
EMT
(E)
EL
EQ
ID
JB
MCB
MFR
MIN
MISC
(N)
OAE
OC
OD
POCC
PV
PL
SD
SF
SIM
TBD
TOF
TYP
UON
VIF
XFMR
No.
Descrip
tio
n
Date
1895 & 1995 S Standard
Ave1/7/2025
PV-4
1
PARKING SPACE TYP
DRIVEWAY
(E) MAIN STRUCTURE
SKYLIGHT TYP
DRIVEWAY
DRIVEWAY
ROOF OBSTRUCTION TYP
S
S
T
A
N
D
A
R
D
A
V
E
CL
CL
ARRAY 1
TILT: 10°
AZIMUTH: 180°
ARRAY 2
TILT: 10°
AZIMUTH: 180°
ARRAY 4
TILT: 10°
AZIMUTH: 180°
ARRAY 3
TILT: 10°
AZIMUTH: 180°
6' FIRE ACCESS PERIMETER
6' FIRE ACCESS PERIMETER
6' FIRE ACCESS PERIMETER
6' FIRE ACCESS PERIMETER
LO
A
D
I
N
G
D
O
C
K
S
8' FIRE ACCESS PATHWAY
8' FIRE ACCESS PATHWAY
8' FIRE ACCESS PATHWAY
8'
F
I
R
E
A
C
C
E
S
S
P
A
T
H
W
A
Y
PL
PL
PL
PL
ROOF LEVEL:
(N) INVERTER #3 -80kW
(N) INVERTER #2 -120kW
(N) PV AC DISCONNECT 1 FOR 1995 S STANDARD AVE
FOR UTILITY OPERATION AND RAPID SHUTDOWN INITIATION
(N) INVERTER #1 -120kW
(N) INVERTER #5 -80kW
(N) INVERTER #4 -80kW
(E) MAIN SWITCHBOARD (MS -B)
OUTSIDE ELECTRICAL ROOM GROUND LEVEL:
(N) PV SUB 1
(N) PV SUB 2
(E) METER AND SERVICE DISCONNECT
FOR 1895 S STANDARD AVE
(E) METER AND SERVICE DISCONNECT
FOR 1995 S STANDARD AVE
(N) PV AC DISCONNECT 2 FOR 1895 S STANDARD AVE
FOR UTILITY OPERATION AND RAPID SHUTDOWN INITIATION
INSIDE ELECTRICAL
ROOM GROUND LEVEL:
MA STRUT BOLTED CONNECTIONS
(E) ROOF BUILDUP
(E) ROOF SHEATHING
(N) #12 x 1-1/2" SHEET METAL
SCREWS INTO 1/2" ROOF
SHEATHING -6 PER ATTACHMENT
(N) U ANCHOR 2400/2600
SEE PANEL CLAW PLANS
PC-11 FOR LOCATIONS
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
1" = 50'-0"1 Layout - Site Overview
Array Details
Array Name Tilt° Azimuth Module Count
ARRAY 1 10 180 258
ARRAY 2 10 180 326
ARRAY 3 10 180 329
ARRAY 4 10 180 391
Grand total 1304
No.
Description
Date
3" = 1'-0"2 Attachhment Fastener Detail
1895 & 1995 S Standard
Ave1/7/2025
REPRESENTATIVE
CONDUCTORS
CONDUIT
COMPRESSION
FITTING
LOCK NUT
ENCLOSURE WALL
CONTINUOUS
GROUND STRIP
INSULATION AT LUG
GROUND BUSHING
WITH LAY-IN LUG
TORQUE PER
MANFACTURER'S
SPECS
10-24 SS NUT
/W STAR
WASHER
RAIL FRAME
ILSCO #4 LAY
IN LUG TINNED
STAR WASHER
LUGS SUBJECT TO THE ENVIRONMENT
SHALL BE OUTDOOR RATED.
6' FIRE ACCESS PERIMETER
88
'
-
2
"
14
6
'
-
4
"
24
'
-
4
"
12
3
'
-
6
"
ARRAY 1
TILT: 10°
AZIMUTH: 180°
ARRAY 2
TILT: 10°
AZIMUTH: 180°
ARRAY 4
TILT: 10°
AZIMUTH: 180°
ARRAY 3
TILT: 10°
AZIMUTH: 180°
8' FIRE ACCESS PATHWAY
8' FIRE ACCESS PATHWAY
8' FIRE ACCESS PATHWAY
PV-7
1
PV-7
2
PV-8
3
PV-8
2
INTEROW SPACING
1' - 1"
63
6
'
-
7"
12' - 4"116' - 8"20' - 8"123' - 10"17' - 4"
290' - 10"
ROOF LEVEL:
(N) INVERTER #3 -80kW
(N) INVERTER #2 -120kW
(N) PV AC DISCONNECT 1 FOR 1995 S STANDARD AVE
FOR UTILITY OPERATION AND RAPID SHUTDOWN INITIATION
(N) INVERTER #1 -120kW
(N) INVERTER #5 -80kW
(N) INVERTER #4 -80kW
(E) MAIN SWITCHBOARD (MS -B)
OUTSIDE ELECTRICAL ROOM GROUND LEVEL:
PROPOSED
COMMUNICATION
CABLES RUN (ACTUAL
LOCATION TO BE
DETERMINED ON SITE)
(N) PV SUB 1
(N) PV SUB 2
(E) METER AND SERVICE DISCONNECT
FOR 1895 S STANDARD AVE
(E) METER AND SERVICE DISCONNECT
FOR 1995 S STANDARD AVE
(N) PV AC DISCONNECT 2 FOR 1895 S STANDARD AVE
FOR UTILITY OPERATION AND RAPID SHUTDOWN INITIATION
INSIDE ELECTRICAL ROOM GROUND LEVEL:
0' - 4"0' - 4"
(N) SOLAR PV COMBINER
(N) CONDUIT PER PV-5 (SUPPORT
EVERY 10FT MAX)
1' - 0" MIN
FLASHING
PIPE SEAL
SS HOSE CLAMP
ROOF DECK
CONDUIT SECURING WITHIN 1FT OF PENETRATION
MIN
0' - 8"
JUNCTION BOX
CONDUIT
PYRAMID BLOCK
ROOF DECK
ROOFING
ROOF FRAMING
BEYOND
FASTENED AT LEAST EVERY (10'-0")OR OTHER TUBING TERMINATION
FASTENED (3'-0") FROM JUNCTION BOX, COMIBNER
PYRAMID
BLOCK
(3
.
5
"
)
Expansion Calculation:
All Lengths Over: 736.8 in (61.4FT) Require an Expansion fitting
Max temp delta: 31°C or 87.8°F, Min Temp: 2°C or 35.6°F
0.00000650 in/in°F x (87.8-35.6)°F x 736.8 in (61.4FT) = 0.25"
XJG104 EMT expansion fitting can compensate for a 4" of movement therefore 1 expansion joint for this run is ok
Max Length of Run for a single expansion joint: 11,788.9 in (982.4FT)
Max temp delta: 31°C or 87.8°F, Min Temp: 2°C or 35.6°F
0.00000650 in/in°F x (87.8-35.6°F x 11,788.9 in (982.4FT) = 4"
XJG104 EMT expansion fitting can compensate for a 4" of movement therefore 1 expansion joint for this run is ok
(N) CONDUIT PER PV-10 (SUPPORT EVERY 10FT MAX)
1' - 0" MIN
FLASHING
PIPE SEAL
SS HOSE CLAMP
ROOF DECK
CONDUIT SECURING WITHIN 1FT OF PENETRATION
MIN
0' - 8"
3FT MAXCONDUIT SUPPORT
(N) CONDUIT SWEEP TYP
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
Array Details
Array Name Tilt° Azimuth Module Count
ARRAY 1 10 180 258
ARRAY 2 10 180 326
ARRAY 3 10 180 329
ARRAY 4 10 180 391
Grand total 1304
6" = 1'-0"3 Detail Grounding Conduit Body
6" = 1'-0"2 Detail Grounding Lay-in Lug
1" = 20'-0"1 Layout - Site Overview - Array
1" = 1'-0"6 Conduit Penetration - Option 1
1/2" = 1'-0"4 Detail Conduit Runs on Roof1
1" = 1'-0"7 Conduit Penetration - Option 3
No.
Description
Date
1895 & 1995 S Standard
Ave1/7/2025
PV-5
2
COLUMN
4' GIRDERS
8' OC PURLINS 24" -36"
SUB PURLINS 2"X4"
24" O.C
SKYLIGHT TYP52' - 0"
50' - 0"
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
PROPOSED PV
LOCATION
1" = 50'-0"1 Layout - Roof Framing
1" = 10'-0"2 Layout - Roof Framing - Callout 1
No.
Description
Date
1895 & 1995 S Standard
Ave1/7/2025
RE
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SETRACKING CONSTRUCTION SET
GENERAL NOTES:
1.ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION
PROVIDED BY CUSTOMER. PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING
DETAILS AND ARRAY LAYOUT CONFIGURATIONS. ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY
CUSTOMER AND INSTALLER. ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND
MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL.
2.REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS.
NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT
WARRANTY.
3.ARRAY SETBACKS: ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND
CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PAGE OR ON ADDITIONAL ARRAY BALLAST PAGES
4.REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION
5.SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST
BLOCKS. FOR MAXIMUM SYSTEM POINT LOAD SUMMARY (PLS), REFER TO CALCULATIONS.
6.PANELCLAW AND/OR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE
TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM. SUPPORT STRUCTURE TO BE CHECKED BY OTHERS
7.ALWAYS ALLOW 6” CLEARANCE BETWEEN NEIGHBORING SUBARRAYS, 6” BETWEEN SUBARRAYS AND ALL FIXED ROOF OBJECTS AND 4'
BETWEEN SUBARRAYS AND ROOF EDGES. REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH
MAY GOVERN DESIGN. SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PER SEAOC OR ASCE 7-16 HAVE THEIR OWN
CLEARANCE REQUIREMENTS. REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS.
8.BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS: 3-3/4” THICK MAX., 7-5/8” ± 1/8” WIDTH, 15-5/8” ± 1/8”
LENGTH.
9.IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON-LINEAR RESPONSE
ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT. THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE. PANELCLAW IS NOT
RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE
CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS.
10.DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX. 25% OF WIND SPEED DOCUMENTED IN SITE DESIGN
CRITERIA TABLE. DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES.
SHEET INDEX
NO.DESCRIPTION
PC-1 COVER SHEET
PC-2 PROJECT SUMMARY
PC-3 ARRAY SITE MAP
PC-4 TYPICAL ARRAY DIMENSIONS
PC-5 ASSEMBLIES
PC-6 RACKING COMPONENTS
PC-7 BALLAST LEGEND
PC-8 TO PC-11 BALLAST LAYOUT - 1 TO 4
PC-12 MECHANICAL ATTACHMENT DETAIL
Site Design Criteria - Flat Roof PV System Basis of Design
Roof Live Load (psf)20(see footnote 1)
Ground Snow Pg (psf)0
Flat Roof Snow Pf (psf)0
Snow Importance Factor (Is)1.0
Wind Design Data
Basic Wind Speed (mph)95
Risk Category II
Wind Exposure B
Earthquake Design Data
Risk Category II
Importance Factor (Ie)1.00
Component Importance Factor (Ip)1.0
Mapped Acceleration Parameter (Ss)1.276
Mapped Acceleration Parameter(S1)0.456
Seismic Site Class D
Design Spectral Acceleration Parameter (Sds)1.021
Design Spectral Acceleration Parameter (Sd1)0.561
Seismic Design Category (SDC)D
Basic seismic-force-resisting system(s)roof anchors
Base Design Shear = Fp x W 0.49 W
Response Modification Factor (R)2.5
Analysis Procedure ASCE 7 sec. 13.3/4
Design Code (with local amendments)2022 CBC
-ASCE 7 - 16
ALTERNATE DESIGN METHOD
-SEAOC PV2
1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines
AERIAL PHOTO / SITE DIAGRAM
THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST
BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR
THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY. THE INSTALLER IS RESPONSIBLE FOR THE
SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION. THEREFORE, THE INSTALLER
MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS (SEE GENERAL NOTE #10)
TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED
IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL
(SEE GENERAL NOTE #2). THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, AND
TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS, REGULATIONS, AND
CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK.
APPROVED FOR CONSTRUCTION
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
COVER SHEET
PC-11
24.05.14.1 v3.0.9405.5.2
1
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9
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.3
ROOF INFORMATION
ROOF HEIGHT (FT)36.00
PARAPET HEIGHT (FT) 5.0
ROOF TILT (DEG) 1
ROOF TYPE TPO
SPECIFICATIONS
NUMBER OF MODULES 396
MODULE POWER (W) 485
ARRAY OUTPUT (Kw) 192.06
ARRAY AZIMUTH 181
PART QUANTITIES
ITEM QTY
Base 898
Module Connector 792
Rail 981
Cam 792
Cam Claw 792
Deflector 396
Base Pad 0
Ballast Block 128
Mechanical Attachment 20
LOADING DETAILS
SINGLE MODULE WT (LB) 64.2
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 36075
ARRAY AREA (SQ. FT)12994
ARRAY LOAD (PSF) 2.78
APPROVED FOR CONSTRUCTION
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
BALLAST LAYOUT - 1.3
PC-101
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.3
PC-10
1
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1/12" = 1'-0"
111
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
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
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
1
1
1
1 1
1
1 11
1
1
1
1
1
1
1
1
1
1
11
1
1
139.70'
131.87'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 106
SOUTH ASSEMBLY 106
MIDDLE ASSEMBLY 580
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.4
ROOF INFORMATION
ROOF HEIGHT (FT)36.00
PARAPET HEIGHT (FT) 5.0
ROOF TILT (DEG) 1
ROOF TYPE TPO
SPECIFICATIONS
NUMBER OF MODULES 326
MODULE POWER (W) 485
ARRAY OUTPUT (Kw) 158.11
ARRAY AZIMUTH 181
PART QUANTITIES
ITEM QTY
Base 754
Module Connector 652
Rail 825
Cam 652
Cam Claw 652
Deflector 326
Base Pad 0
Ballast Block 113
Mechanical Attachment 16
LOADING DETAILS
SINGLE MODULE WT (LB) 64.2
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 29997
ARRAY AREA (SQ. FT)10681
ARRAY LOAD (PSF) 2.81
APPROVED FOR CONSTRUCTION
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
BALLAST LAYOUT - 1.4
PC-111
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.4
PC-11
1
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1/12" = 1'-0"
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
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1
1
1
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1
1
1
1
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1
1
1
1
1
1
1
1
1
1
1
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1
1
1
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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
1
1
121.64'
124.54'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 102
SOUTH ASSEMBLY 102
MIDDLE ASSEMBLY 448
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
U-ANCHOR 2400
MECHANICAL ATTACHMENT
ø 6.4 mm (0.25 in)
MECHANICAL ATTACHMENT
WORST-CASE SERVICE LOAD (LB)
HORIZONTAL (H)VERTICAL (V)
WIND SEISMIC WIND
MAXIMUM ALLOWABLE LOAD (LB)
HORIZONTAL (H)VERTICAL (V)
RACKING CONSTRUCTION SET
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
1 PC-12
MECHANICAL
ATTACHMENT DETAIL
24.05.14.1 v3.0.9405.5.2
1
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9
0 644 0
650 525
APPROVED FOR CONSTRUCTION
PC-12
PC-12 PC-12
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
RE
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
SITE MAP A
PC-2NTS
RACKING CONSTRUCTION SET
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
PROJECT SUMMARY
PC-21
24.05.14.1 v3.0.9405.5.2
clawFRplus 10 Degree - 35 cm
PROJECT PART QUANTITY
ITEM PART NUMBER QTY
Base 500050203 3058
BASE, 03, CFR
Module Connector 500063302 2618
MODULE CONNECTOR, 1070, 10D, CFRP
Rail 2000895 3377
RAIL, 2500, CFR
Cam 5000630 2618
CAM, 10D, CFRP
Cam Claw 2000854 2618
CAM CLAW, CFRP
Deflector 200088705 1309
DEFLECTOR, 10D, 2300, CFR
Bolt 2000697 12624
BLT, HEX FLG, TRI, M6X16, GR8.8, PATCH
Base Pad 2000678 0
PAD, BASE, CFR
CONCRETE MASONRY UNIT N/A 486
BLOCK, CONCRETE, 32.6 LB, - Xin x 8in x 16in NOMINAL, PARTNER SUPPLIED, SEE INSTALLATION MANUAL
APPROVED FOR CONSTRUCTION
MECHANICAL ATTACHMENT PART QUANTITY
MA Hardware Kit 5000423 7
HW KIT, MA STRUT, 2500, CFR
MA Strut 2000930 67
MA STRUT, 2500, CFR
Mechanical Attachment 100035908 67
MA, ANCH 2400, JMAN TPO
TOTAL MECHANICAL ATTACHMENT
COUNT
67
PROJECT SUMMARY
MODULE TYPE HANWHA Q CELLS Q.PEAK DUO XL-
G10.3/BFG 485
MODULE DIMENSIONS (IN.)87.24 X 41.14 X 1.38
NUMBER OF MODULES 1309
MODULE WATTAGE (W STC)485
SYSTEM SIZE (kW STC)634.865
SYSTEM WEIGHT (LB)121693
SYSTEM AREA (SQ FT.)42856
AGGREGATE SYSTEM LOAD (PSF)2.84
NUMBER OF ARRAYS 4
ARRAY TILT (DEG)9.76
1
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Roof 1
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
#
RACKING CONSTRUCTION SET
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED UPON INFORMATION PROVIDED TO
PANELCLAW. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF THE
SOLAR ARRAY. NOTIFY PANELCLAW OF ANY DISCREPANCIES.
APPROVED FOR CONSTRUCTION
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
ARRAY SITE MAP
PC-31
24.05.14.1 v3.0.9405.5.2
ROOF NAME ROOF SETBACK
(FT.)
ROOF HEIGHT
(FT)
PARAPET
HEIGHT (FT)
ROOF TILT
(DEG)
Roof 1 6.00 36.00 5.0 1
KEEPOUT NAME KEEPOUT
CLEARANCE
(FT.)
KEEPOUT
HEIGHT (IN.)
Group 1 4 48
Group 2 4 84
Group 3 4 24
3
1
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22'3'26'2'237'
1016'
237'2'25'2'22'20'
2'
21'
4'
52'
1'
829'
1'
52'
4'14'2'
28'
1
2
3
4
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
'L' RAIL INSTALLATION:
USE THE OUTER SET OF HOLES WHEN INSTALLING RAILS
BETWEEN MODULES.
RAIL ON “L” SPACING IS ALWAYS ON TOP OF RAIL ON “S”
SPACING. THIS INSTALLATION SEQUENCE IS CRITICAL TO
SYSTEM PERFORMANCE. FOR MORE INFORMATION
REVIEW THE INSTALLATION MANUAL AND VIDEOS.
RAIL DETAIL C
NTS
RACKING CONSTRUCTION SET
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
1
24.05.14.1 v3.0.9405.5.2
INSTALLED ARRAY DIMENSIONS
A B C D G J K M N O P R W X Theta (DEG)D/J (#:1)G.C.R.*
mm 2234 1376 121 347 116 177 209 1030 81 59 92 516 321 137 9.76 1.96 0.76UNITS
inches 87.95 54.19 4.75 13.65 4.56 6.97 8.23 40.55 3.20 2.31 3.61 20 5/16 12.64 5.39 9.76 1.96 0.76
* G.C.R = (PW) / B
INSTALLATION MEASUREMENTS
AEBE S L CAM SPACING*
mm 486 1184 1050 46UNITS
inches 19 1/8 46 5/8 41 5/16 1 13/16
*CAM SPACING SHOWN ON ASSEMBLIES PAGE.
MODULE DIMENSIONS
PL PW PT
mm 2216 1045 35UNITS
inches 87.24 41.14 1.38
PC-4 PC-4
PC-4
TYPICAL ARRAY
DIMENSIONS
PC-4
APPROVED FOR CONSTRUCTION
1
Re
v
i
s
e
d
B
a
l
l
a
s
t
RH
20
2
4
-
0
5
-
2
4
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
5
-
0
9
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
BASE HOLE "2"
BASE HOLE "1"
BASE HOLE "1"
BASE HOLE "2"
BASE HOLE "3"
BASE HOLE "3"
BASE HOLE "1"BASE HOLE "2"BASE HOLE "1"BASE HOLE "2"BASE HOLE "1"BASE HOLE "2"BASE HOLE "3"BASE HOLE "2"
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER
PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
EXAMPLE ARRAY CONSTRUCTION F
NTS
RACKING CONSTRUCTION SET
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
ASSEMBLIES
PC-51
24.05.14.1 v3.0.9405.5.2
APPROVED FOR CONSTRUCTION
PC-5
PC-5 PC-5
PC-5 PC-5
PC-5
STANDARD ASSEMBLY QUANTITY
NORTH ASSEMBLY 438
SOUTH ASSEMBLY 438
MIDDLE ASSEMBLY 1740
NORTH SOUTH ASSEMBLY 2
NOTE: ASSEMBLIES IN THIS TABLE USE THE STANDARD 2-PAD BASE
CAM SPACING
mm 46UNITS
inches 1 13/16
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
NOTE:
EXAMPLE BALLASTING SHOWN ON THIS
PAGE IS FOR REFERENCE ONLY AND DO NOT
REFLECT TYPICAL BALLAST PLACEMENT.
REFER TO BALLAST MAP SHEETS FOR ARRAY
SPECIFIC BALLAST REQUIREMENTS.
BASE
RAIL
DEFLECTOR
CAM BRACKET
AND CAM CLAW
TRANSPARENT MODULE
MODULE CONNECTOR
RE
V
DE
S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
EXAMPLE RAIL AND BLOCK CONFIGURATION A
NTS
RACKING CONSTRUCTION SET
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
1
APPROVED FOR CONSTRUCTION
PC-6
RACKING
COMPONENTS
24.05.14.1 v3.0.9405.5.2
PC-6
PC-6
PC-6
PC-6
PC-6
PC-6PC-6
1
Re
v
i
s
e
d
B
a
l
l
a
s
t
RH
20
2
4
-
0
5
-
2
4
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
5
-
0
9
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
MECHANICAL ATTACHMENT
AT INDICATED LOCATION
NOTE:
EXAMPLE BALLAST AND
ATTACHMENTS SHOWN ON THIS
PAGE ARE FOR REFERENCE
ONLY. REFER TO BALLAST MAP
SHEETS FOR ARRAY SPECIFIC
BALLAST/ATTACHMENT
REQUIREMENTS.
BALLAST QUANTITY:
"#"=QUANTITY OF BALLAST BLOCK INSTALLEDCENTERED UNDER MODULE
IF NO BALLAST QUANTITY SHOWN, DO NOT PLACE
BALLAST
SEE INSTALLATION MANUAL FOR NOTES ON
INSTALLING MORE THAN FOUR BALLAST BLOCKS PER
MODULE
DO NOT INSTALL ADDITIONAL RAIL TO HOLDBALLAST ON MODULES WITH NO BALLASTSHOWN.
MODULES LONGER THAN 2100 MM
WITH 7 OR 8 BALLAST BLOCKS REQUIRE
TWO (2) RAILS.
ARRAY CROSS SECTION VIEW A
NTS
RACKING CONSTRUCTION SET
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
1 PC-7
BALLAST LEGEND
APPROVED FOR CONSTRUCTION
24.05.14.1 v3.0.9405.5.2
PC-7 PC-7
1
Re
v
i
s
e
d
B
a
l
l
a
s
t
RH
20
2
4
-
0
5
-
2
4
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
5
-
0
9
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
RE
V
DE
S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.1
ROOF INFORMATION
ROOF HEIGHT (FT)36.00
PARAPET HEIGHT (FT) 5.0
ROOF TILT (DEG) 1
ROOF TYPE TPO
SPECIFICATIONS
NUMBER OF MODULES 329
MODULE POWER (W) 485
ARRAY OUTPUT (Kw) 159.565
ARRAY AZIMUTH 181
PART QUANTITIES
ITEM QTY
Base 774
Module Connector 658
Rail 864
Cam 658
Cam Claw 658
Deflector 329
Base Pad 0
Ballast Block 136
Mechanical Attachment 17
LOADING DETAILS
SINGLE MODULE WT (LB) 64.2
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 31077
ARRAY AREA (SQ. FT)10765
ARRAY LOAD (PSF) 2.89
APPROVED FOR CONSTRUCTION
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
BALLAST LAYOUT - 1.1
PC-81
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.1
PC-8
1
Re
v
i
s
e
d
B
a
l
l
a
s
t
RH
20
2
4
-
0
5
-
2
4
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
5
-
0
9
1/12" = 1'-0"
1
1
1
1
1
1
1
1
111
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
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
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
11 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
144.22'
117.21'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 114
SOUTH ASSEMBLY 114
MIDDLE ASSEMBLY 428
NORTH SOUTH ASSEMBLY 2
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
RE
V
DE
S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.2
ROOF INFORMATION
ROOF HEIGHT (FT)36.00
PARAPET HEIGHT (FT) 5.0
ROOF TILT (DEG) 1
ROOF TYPE TPO
SPECIFICATIONS
NUMBER OF MODULES 258
MODULE POWER (W) 485
ARRAY OUTPUT (Kw) 125.13
ARRAY AZIMUTH 181
PART QUANTITIES
ITEM QTY
Base 632
Module Connector 516
Rail 707
Cam 516
Cam Claw 516
Deflector 258
Base Pad 0
Ballast Block 109
Mechanical Attachment 14
LOADING DETAILS
SINGLE MODULE WT (LB) 64.2
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 24544
ARRAY AREA (SQ. FT)8415
ARRAY LOAD (PSF) 2.92
APPROVED FOR CONSTRUCTION
Axis Solar
Santa Ana Dist Ctrl 1
1895 S Standard Ave, Santa
Ana, CA 92707, USA
BALLAST LAYOUT - 1.2
PC-91
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.2
PC-9
1
Re
v
i
s
e
d
B
a
l
l
a
s
t
RH
20
2
4
-
0
5
-
2
4
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
5
-
0
9
1/12" = 1'-0"
1
1111111
1
1
1
1
1
1
1
1
1
11
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
112.61'
117.21'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 116
SOUTH ASSEMBLY 116
MIDDLE ASSEMBLY 284
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
6/5/2024
24-0242-3039.1
1895 & 1995 S Standard
Ave1/7/2025
6"X8" TYP -CEC 705.10
12
NOTES
1. ARTICLES 690 AND 705 MARKINGS SHOWN HEREON
2. ALL MARKINGS SHALL CONSIST OF THE FOLLOWING:
A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE
PRINTED LETTERS OR ELECTRO-PLATING
B. RED BACKGROUND COLOR WITH WHITE TEXT AND LINE WORK UON
C. ARIAL FONT
3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE
LOCATIONS SPECIFIED.
4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT USING
PERMANENT ADHESIVE, POP-RIVETS, OR SCREWS
M
JBOX OR
COMBINER
AC
DISCONNECT
INVERTER
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
!
ORANGE WARNING AREA, 690.13(B)
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
!
ORANGE WARNING AREA, 690.13(B)
DC VOLTAGE IS ALWAYS
PRESENT WHEN SOLAR
MODULES ARE EXPOSED TO
SUNLIGHT
PHOTOVOLTAIC
690.13(B)
DC DISCONNECT
WARNING: PHOTOVOLTAIC
POWER SOURCE
REFLECTIVE STICKER, 690.31(G)(3)(4)
WARNING!
DUAL POWER SOURCE
SECOND SOURCE IS
PHOTOVOLTAIC SYSTEM
ORANGE WARNING AREA, 705.12(B)(3)
ARRAY
DC
DISCONNECT
1
3
4
6
7
2
6
54
11
1
10
12
7
3
SOLAR SUB
PANEL7
2
21
6
MAXIMUM VOLTAGE
MAXIMUM CIRCUIT
CURRENT
MAX RATED OUTPUT
CURRENT OF THE CHARGE
CONTROLLER OR DC-TO-DC
CONVERTER (IF INSTALLED)
690.53
5
1000V
18A
18A
SOLAR PV SYSTEM EQUIPPED WITH
RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUTDOWN PV
SYSTEM AND REDUCE SHOCK
HAZARD IN THE ARRAY
The title “SOLAR PV SYSTEM IS EQUIPPED WITH
RAPID SHUTDOWN” shall utilize capitalized characters with
a minimum height of 9.5 mm (3⁄8 in.) in black on yellow background
and the remaining characters shall be capitalized with
a minimum height of 4.8 mm (3⁄16 in.) in black on white background.
690.56(C)(1)(a)
PV10
PHOTOVOLTAIC
AC DISCONNECT
690.13(B), 690.54
RATED AC OUTPUT
CURRENT
NOMINAL OPERATING
AC VOLTAGE
8
480V
385.1A
RAPID SHUTDOWN SWITCH FOR
SOLAR PV SYSTEM
REFLECTIVE STICKER, 690.56(C)(3)
11
1
8
PHOTOVOLTAIC
AC DISCONNECT
690.13(B), 690.54
RATED AC OUTPUT
CURRENT
NOMINAL OPERATING
AC VOLTAGE
8
480V
193A
INTERCONNECTION 1:INTERCONNECTION 2:
WARNING
TURN OFF PHOTOVOLTAIC AC
DISCONNECT PRIOR TO
WORKING INSIDE SWITCHBOARD
!
ORANGE WARNING AREA, 110.27(C)
2
WARNING
TURN OFF PHOTOVOLTAIC AC
DISCONNECT PRIOR TO
WORKING INSIDE PANEL
!
ORANGE WARNING AREA, 110.27(C)
2
FOR SUBPANEL/ COMBINER PV DISCONNECT
690.13(B), 690.54
RATED AC OUTPUT
CURRENT
NOMINAL OPERATING
AC VOLTAGE
8c
480V
96.5A
80K INVERTER
PV DISCONNECT
690.13(B), 690.54
RATED AC OUTPUT
CURRENT
NOMINAL OPERATING
AC VOLTAGE
8b
480V
144.3A
120K INVERTER
CAUTION
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES
WITH DISCONNECT(S) LOCATED AS SHOWN, DANGEROUS VOLTAGE MAY BE
PRESENT AT ALL TIMES.
INTERCONNECTION 1 & 2
MAIN SERVICE PANEL FOR UTILITY
METERING & SERVICE DISCONNECTS
PV DISCONNECT FOR UTILITY OPERATION &
RAPID SHUTDOWN (2 OF 2)
INSIDE ELECTRICAL ROOM:
N
ROOTOP LEVEL
(2) SOLAR ONLY
SUBPANELS
(5) INVERTERS
PV DISCONNECT FOR UTILITY OPERATION
& RAPID SHUTDOWN (1 OF 2)
HIGHLIGHTED MODULES
WILL SHUT DOWN WHEN
AC DISCONNECT 1 IS IN
OPEN POSTION
HIGHLIGHTED MODULES
WILL SHUT DOWN WHEN
AC DISCONNECT 2 IS IN
OPEN POSTION
OUTSIDE ELECTRICAL ROOM:
S
S
T
A
N
D
A
R
D
A
V
E
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
/
6
/
2
0
2
4
1
0
:
4
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:
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
12" = 1'-0"1 Signage 1
12" = 1'-0"2 Spec Sheet Module
12" = 1'-0"3 Spec Sheet Panel Claw Wire Mgmt
No.
Descrip
tio
n
Date
1895 & 1995 S Standard
Ave1/7/2025
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
/
6
/
2
0
2
4
1
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:
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
12" = 1'-0"1 Spec Sheet Optimizer
12" = 1'-0"3 Spec Sheet Inverter
No.
Descrip
tio
n
Date
1895 & 1995 S Standard
Ave1/7/2025
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
12" = 1'-0"1 Spec Sheet Panel Claw Racking
No.
Description
Date
1895 & 1995 S Standard
Ave1/7/2025
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
12" = 1'-0"1 Spec Sheet CTs2
No.
Descrip
tio
n
Date
1895 & 1995 S Standard
Ave1/7/2025
8' - 0"8' - 0"8' - 0"
PV SUB 1 COMBINER
PANEL 300LB TYP
4' - 0"
INVERTER #3
180lbs TYP
INVERTER #2
251lbs TYP
MIN. CLR.
3' - 2"
INVERTER #1
251lbs TYP
INVERTER #4
180lbs TYP
INVERTER #5
180lbs TYP
(2) 1/4" LAG SCREW
W/ 3-1/8" MIN EFFECTIVE
EMBED INTO (E) FRAMING
7
PV-6
PV SUB 2 COMBINER
PANEL 150LB TYP
PS 200 STRUT
7
PV-6
5'
-
8
"
TYP
8' - 0"
1-5/8" x 1-5/8"
x12GA. POWER STRUT
PS 200 2T3 HORIZ. TYP.
POWER STRUT
PS735 DOUBLE
STRUT HORIZ TYP
(E) 2X FRAMING
AT INVERTER RACK 1
(AS REQUIRED)
PS 200 VERT
PV SUB 1
COMBINER
PANEL 300LB
TYP
INVERTER #3
180lbs TYP
INVERTER #2
251lbs TYP
INVERTER #1
251lbs TYP
INVERTER #4
180lbs TYP
INVERTER #5
180lbs TYP
PV SUB 2
COMBINER
PANEL 150LB
TYP
5' - 8"
PV-6
8
2' - 6"
45.0°
3/8" DIA. ASTM A307 THRU
BOLT W/NUT & WASHER, TYP.PS 200 W/ ADJ. PS 200 SEE
DET. 3 FOR MORE INFO.
(2) 1/4" LAG SCREW
W/ 3-1/8" MIN
EFFECTIVE EMBED
PS 200
PS 7781 W/(4) 3/8" ASTM
A307 THRU BOLTS
(E) 2x FRAMING
POWER STRUT PS735 HORIZ TYP
PS 200 2T3
PS 7781 W/(4) 3/8" ASTM
A307 THRU BOLTS
PS 607 W/(4) 3/8"
ASTM A307 THRU
BOLTS
PS 135 ROD COUPLING
PS 146 3/8" THREADED ROD
8' - 0"
PYRAMID BLOCK
SUPPORT
2' - 0"
3
PV-6
INVERTER'S
WT=251 LBS EA
INVERTER
MOUNTING PLATE
INVERTER'S
WT=180 LBS EA
(2) 1/4" LAG SCREW
W/ 3-1/8" MIN
EFFECTIVE EMBED
PS 200
PS 7781 W/(4) 3/8" ASTM
A307 THRU BOLTS
(E) 2x FRAMING
PS 200 2T3
PS 135 ROD COUPLING
PS 146 3/8" THREADED ROD
ANCHOR PRODUCTS ANCHOR W/ TPO
FLASHING TO MATCH (E) ROOF
(E) ROOF DECK
PYRAMID BLOCK
SUPPORT W/
CHANNEL NUT
3/8" NUT TO LOCK COUPLING
3/8" NUT, LOCK WASHER &
FENDER WASHER (TYP)
3/8" NUT TO LOCK COUPLING
1' - 0"
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
3/4" = 1'-0"1 Equipment Attachment - Plan View
3/4" = 1'-0"3 Equipment Attachment - Elevation
3/4" = 1'-0"7
Equipment Attachment - Section (Inverter
Only)
3" = 1'-0"8 Equipment Attachment - Vert Support
No.
Description
Date
1895 & 1995 S Standard
Ave1/7/2025
ARRAY 1
T:10°
Az: 180°
ARRAY 2
T:10°
Az: 180°
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
1" = 10'-0"1 Array 1 Wiring
Array Details
Array Name Tilt° Azimuth Module Count
ARRAY 1 10 180 258
ARRAY 2 10 180 326
ARRAY 3 10 180 329
ARRAY 4 10 180 391
Grand total 1304
1" = 10'-0"2 Array 2 Wiring
No.
Descrip
tio
n
Date
1895 & 1995 S Standard
Ave1/7/2025
ARRAY 4
T:10°
Az: 180°
ARRAY 3
T:10°
Az: 180°
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
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6
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2
0
2
4
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
Array Details
Array Name Tilt° Azimuth Module Count
ARRAY 1 10 180 258
ARRAY 2 10 180 326
ARRAY 3 10 180 329
ARRAY 4 10 180 391
Grand total 1304
1" = 10'-0"2 Array 4 Wiring
1" = 10'-0"3 Array 3 Wiring
No.
Descrip
tio
n
Date
1895 & 1995 S Standard
Ave1/7/2025
2
(1) #6 AWG CU THWN-2 EGC
(2) #10 AWG CU PV WIRE
DISTANCE: 100 FT, 0.53% VDROP
3
(1) #6 AWG CU THWN-2 EGC
(6) #10 AWG CU PV WIRE
FILL: 0.3397 IN^2
1" IMC ON STRUCTURES, 39% FILL
DISTANCE: 175 FT, 0.92% VDROP
4.1
(1) #6 AWG CU THWN-2 EGC
(1) #4 AWG CU THWN-2 NEUT
(3) #3/O AWG CU THWN-2
FILL: 0.9368 IN^2
2" EMT ON STRUCTURES, 28% FILL
DISTANCE: 10 FT, 0.05% VDROP
4.2
(1) #6 AWG CU THWN-2 EGC
(1) #6 AWG CU THWN-2 NEUT
(3) #1 AWG CU THWN-2
FILL: 0.57 IN^2
1.25" EMT ON STRUCTURES, 38% FILL
DISTANCE: 10 FT, 0.06% VDROP
5.1
(1) #1/O AWG CU THWN-2 EGC
(1) #3/O AWG CU THWN-2 NEUT
(3) #600 MCM CU THWN-2
(2) PARALLEL RUNS
(2) CONDUITS, IN EACH:
FILL: 3.0562 IN^2
3" EMT ON STRUCTURES, 35% FILL
DISTANCE: 125 FT, 0.23% VDROP
5.2
(1) #3/O AWG AL THWN-2 EGC
(1) #250 MCM AL THWN-2 NEUT
(3) #900 MCM AL THWN-2
(2) PARALLEL RUNS
(2) CONDUITS, IN EACH:
FILL: 4.3582 IN^2
3.5" EMT ON STRUCTURES, 38% FILL
DISTANCE: 125 FT, 0.25% VDROP
6
(1) #2/O AWG CU THWN-2 EGC
(1) #600 MCM CU THWN-2 NEUT
(3) #600 MCM CU THWN-2
(2) PARALLEL RUNS
(2) CONDUITS, IN EACH:
FILL: 3.6559 IN^2
3.5" IMC ON STRUCTURES, 32% FILL
DISTANCE: 15 FT, 0.03% VDROP
1
(1) #6 AWG CU THWN-2 EGC
(2) #10 AWG CU PV WIRE
DISTANCE: 1 FT, 0.03% VDROP
(N) PV AC DISCONNECT 1
600VAC, 3P, 800A, NEMA 3R
W/ 800A FUSES, 65 kAIC
VISIBLE / LOCKABLE FOR UTILITY OPERATION (TO
BECOME MAIN SINGLE POINT OF DISCONNECT ONCE
NEW FUTURE MAIN SWITCHGEAR IS INSTALLED)
G
G
INV JBOX TYP
DC
DC
INV 1 -120 kW
STRINGS 1-3
110 MODULES
1
120
JBOX TYP
DC
DC
INV 1 -120 kW
STRINGS 4-6
110 MODULES
(N) 200A/3P
800A
X1 TO
SYNGERGY
UNIT 138
(N) 125A/3P
G
G
INV JBOX TYP
DC
DC
INV 3 -80 kW
STRINGS 1-3
108 MODULES
3
80
JBOX TYP
DC
DC
INV 3 -80 kW
STRINGS 4-6
113 MODULES
PER MODULE
PER STRING
JBOX TYP
DC
DC
INV 1 -120 kW
STRINGS 7-9
110 MODULES
G
G
INV JBOX TYP
DC
DC
INV 2 -120 kW
STRINGS 1-3
108 MODULES
2
120
JBOX TYP
DC
DC
INV 2 -120 kW
STRINGS 4-6
108 MODULES
JBOX TYP
DC
DC
INV 2 -120 kW
STRINGS 7-9
110 MODULES
(N) 200A/3P
FAULT CURRENT CALCULATIONS:
*PER PLD SPEC 11A, CONFIRM ALUMINUM IS APPROVED WITH OWNER PRIOR TO
INSTALLATION.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
NOTES:
1. PROVIDE CONTINUOUS PATH FOR GROUND CONDUCTOR FROM THE INVERTER TO THE EXISTING MAIN SERVICE SWITCHBOARD
GROUND BUS. GROUNDING ELECTRODE CONDUCTOR TO SERVE AS EQUIPMENT GROUND. PROVIDE LAY-IN LUGS TO BOND ALL
EQUIPMENT ALONG THIS PATH TO THE GROUNDING ELECTRODE CONDUCTOR TO ALLOW FOR CONTINUOUS RUN.
TUSTIN MCAF:
COLD DESIGN TEMP = 2°C
HOT DESIGN TEMP = 31°C
PROJECT TOTAL
TOTAL SYSTEM SIZE: 425.345 kW DC, 392.445 kW ACcec
PANEL SPECS:
(877) HANWHA Q CELLS, Q.PEAK DUO XL-G10.3/BFG 485
MODULE AMPERAGE: 10.63 IMP, 11.16 ISC
MODULE VOLTAGE: 45.63 VMP, 53.63 VOC
TEMP. COEFFICIENTS OF Voc: -0.27%/°C
STC: 485W, PTC: 454.3 W
INVERTER SPECS:
(2) SOLAREDGE TECHNOLOGIES, SE120KUS [480V]
277/480V, 3PH, 4W, MAX OUTPUT CURRENT = 144.3A
CEC WEIGHTED EFFICIENCEY: 98.5%
(1) SOLAREDGE TECHNOLOGIES, SE80KUS [480V]
277/480V, 3PH, 4W, MAX OUTPUT CURRENT = 96.5A
CEC WEIGHTED EFFICIENCEY: 98.5%
OPTIMIZER/RAPID SHUTDOWN SPECS:
(439) SOLAREDGE PER P1101 OPTIMIZER
RATED INPUT DC POWER = 1101W
MAX OUTPUT CURRENT = 18A
MAXIMUM OUTPUT VOLTAGE = 80V
MAX SYSTEM VOLTAGE = 1,000V
SEE SPEC SHEET FOR ELECTRICAL PARAMETERS AND
WARRANTY INFO
KEY
PANELS PER
STRING
STRINGS PER SYNERGY UNIT
ARRAY
DC
DC
SOLAREDGE P1101
POWER OPTIMIZER
(2) MODULES PER
X2 TO SYNERGY UNIT XXX
X1 TO SYNERGY UNITXXX
(N) 800A PV SUB 1, 277/480V, 3PH, 4W
MLO, NEMA 3R, 42 kAIC
INTEGRATED DC
DISCONNECT, 1000VDC
INVERTER NUMBER
INVERTER SIZE (kW)
X
G
G
INV
XX
X2X3
COPPER OPTION:
COPPER OPTION:
ALUMINUM OPTION (PIN ADAPTORS REQUIRED):
ETHERNET CAT5E/CAT6 (1" EMT)
SERIAL/RS485 (1" EMT)
SE
R
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A
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/
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4
8
5
(1
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E
M
T
)
DA
I
S
Y
C
H
A
I
N
I
N
V
E
R
T
E
R
S
(N) DAS-1
MONITORING
CONTROL PANEL
WITH REVENUE
GRADE METER &
SOLAREDGE
COMMUNICATIONS
GATEWAY.
(N) METER 1
FACILITY
CONSUMPTION
METER SERIAL/RS485
24VDC
4W, 1G #12 AWG CU THWN-2 (1" EMT)
(N) 15A/3P
(N) 15A/2P
3W, 1G #12 AWG CU THWN-2 (1" EMT)
4W, 1G #12 AWG CU THWN-2 (1" EMT)
X2 TO
SYNGERGY
UNIT 1
36
X1 TO
SYNGERGY
UNIT 238
X2 TO
SYNGERGY
UNIT 2
36
X1 TO
SYNGERGY
UNIT 338
X2 TO
SYNGERGY
UNIT 3
36
X3 TO
SYNGERGY
UNIT 136
X3 TO
SYNGERGY
UNIT 236
X3 TO
SYNGERGY
UNIT 136
X2 TO
SYNGERGY
UNIT 238
SE
R
I
A
L
/
R
S
4
8
5
(1
"
E
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T
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DA
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V
E
R
T
E
R
S
PER INPUT:
G
X1 TO
SYNGERGY
UNIT 2
37
X1 TO
SYNGERGY
UNIT 338
X2 TO
SYNGERGY
UNIT 3
36
LINE SIDE TAP
NEC 705.12(A)(1)
(N) 15A/3P
MAX VOLTAGE DROP
MODULE TO OPTIMIZER = 0.03%
OPTIMIZER TO JBOX = 0.53%
JBOX TO INVERTER = 0.92%
INVERTER TO COMBINER = 0.06%
COMBINER TO AC DISCONENCT = 0.25%
AC DISCONENCT TO MAIN SERVICE = 0.03%
TOTAL = 1.82%
EX
T
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O
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L
E
C
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I
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A
L
R
O
O
M
IN
T
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R
I
O
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L
E
C
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R
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C
A
L
R
O
O
M
DC CONDUIT SCHEDULE:
(2) #10 AWG CU PV WIRE PER STRING
(1) #10 AWG CU THWN-2 EGC PER CONDUIT
#STRINGS FILL IMC SIZE/FILL %EMT SIZE/FILL%PVC SIZE/FILL%
1 0.1273 0.75"/22%0.75"/24%0.75"/31%
2 0.2335 1"/24%1"/27%1"/34%
3 0.3397 1"/35%1"/39%1.25"/27%
4 0.4459 1.25"/27%1.25"/30%1.25"/36%
35%
-OR -
3.5" EMT ON STRUCTURES, 34% FILL
(IF APPROVED BY SYSTEM OWNER)
3xCT
ROGOWSKI
CT-M1
X1
MMMM
4000A BUS
(F) 2000A/3P
MAIN W/GFPGFP
(F) GROUND
SYSTEM
GRD
(F) MAIN SWITCHBOARD "MSA"
480/277V, 3PH, 4W, 100kAIC
(F) EV
CHARGERS
(F) EV
CHARGERS
(E) PANEL
"HHA"
(F) 600A/3P
MAIN
(F) 600A/3P
MAIN(F)
200AS
200AF
3P
2000A BUS
2000A BUS
(E) MAIN SWITCHBOARD "MS-B"
480/277V, 3PH, 4W, 65kAIC
CIRCUIT TO BE
ABANDONED IN
FUTURE (F)600A BUS
METER FOR
1995 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
(E) 600AF
(E) 600AT, 3P
(E)
DISTRIBUTION
PANEL "DP1"
METER FOR
1801 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
METER FOR
HHA TO BE
REMOVED BY
UTILITY IN THE
FUTURE
(E) 800AF
(E) 400AT, 3P
(F) 800AT, 3P
(E)
DISTRIBUTION
PANEL "DP2"
METER FOR
1895 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
(E) 800AS
(E) 600AF, 3P
UTILITY
SERVICE
(E) GROUND
SYSTEM
GRD
(E) MISC. LOADS
1895 S STANDARD AVE
SANTA ANA, CA 92707
METER# 259000-097541
1995 S STANDARD AVE
SANTA ANA, CA 92707
METER#259000-036083
(F) CONDUIT &
CONDUCTORS
FROM SEPARATE
PERMIT
NOTE:FUTURE EQUIPMENT (F) TO BE INSTALLED
AS PART OF A SEPARATE PERMIT. THIS
EQUIPMENT IS SHOWN FOR CLARITY ONLY.
SUBJECT TO CHANGE ON OTHER PERMIT.
RO
O
F
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L
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(3) TWISTED
PAIR LEADS
(1" EMT)
(N) WEATHER
STATION 1 SERIAL/RS485
24VDC
(F) FUTURE EQUIPMENT
(N) 250A/3P
FOR FUTURE
COMBINED
SYSTEM
(F) 1995 S
STANDARD
AVE METER
UT
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I
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Y
CU
S
T
O
M
E
R
(E) 800A SECTION (E) 800A
SECTION
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
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1
SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
12" = 1'-0"1 Single Line Diagram System 1
WIRING CHART
Ca
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#
Am
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Am
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1 11.16 1.56 17 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2
2 18 1.25 23 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2
3 18 1.25 23 1 6 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 6
4.1 144.3 1.25 180 1 3 #3/O AWG CU THWN-2 #4 AWG #6 AWG 1 90 31 0 31 3
4.2 96.5 1.25 121 1 3 #1 AWG CU THWN-2 #6 AWG #6 AWG 1 90 31 0 31 3
5.1 385.1 1.25 481 2 3 #600 MCM CU THWN-2 #3/O AWG #1/O AWG 2 90 31 0 31 3
5.2 385.1 1.25 481 2 3 #900 MCM AL THWN-2 #250 MCM #3/O AWG 2 90 31 0 31 3
6 385.1 1.25 481 2 3 #600 MCM CU THWN-2 #600 MCM #2/O AWG 2 90 31 0 31 3
WIRE RATING CHART
Pa
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Derated Wire Rating <= Amps Max .
.
1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 17
1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 23
1 40 0.96 0.8 1 X 40A X 0.96 X 0.8 = 31 >= 23
1 225 0.96 1 1 X 225A X 0.96 X 1 = 216 >= 180
1 145 0.96 1 1 X 145A X 0.96 X 1 = 139 >= 121
2 475 0.96 1 2 X 475A X 0.96 X 1 = 912 >= 481
2 480 0.96 1 2 X 480A X 0.96 X 1 = 922 >= 481
2 475 0.96 1 2 X 475A X 0.96 X 1 = 912 >= 481
TERMINATION...
Te
r
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T
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p
R
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Term Amp
Rating
>=Amps Max
.
.
60 30 >=17
60 30 >=23
60 30 >=23
75 200 >=180
75 130 >=121
75 840 >=481
75 850 >=481
75 840 >=481
VOLTAGE DROP CHART
Vd
r
o
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10.63 91.26 1 0.03
18 850 100 0.53
18 850 175 0.92
144.3 480 10 0.05
96.5 480 10 0.06
385.1 480 125 0.23
385.1 480 125 0.25
385.1 480 15 0.03
*
* NOTE: ALL TERMINATIONS TO BE RATED TO 75°C OR MORE
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No.
Descrip
tio
n
Date
1895 & 1995 S Standard
Ave1/7/2025
2
(1) #6 AWG CU THWN-2 EGC
(2) #10 AWG CU PV WIRE
DISTANCE: 100 FT, 0.53% VDROP
3
(1) #6 AWG CU THWN-2 EGC
(6) #10 AWG CU PV WIRE
FILL: 0.3397 IN^2
1" IMC ON STRUCTURES, 39% FILL
DISTANCE: 175 FT, 0.92% VDROP
5.1
(1) #4 AWG CU THWN-2 EGC
(1) #2 AWG CU THWN-2 NEUT
(3) #250 MCM CU THWN-2
FILL: 1.3892 IN^2
2.5" EMT ON STRUCTURES, 24% FILL
DISTANCE: 125 FT, 0.52% VDROP
5.2
(1) #2 AWG AL THWN-2 EGC
(1) #1/O AWG AL THWN-2 NEUT
(3) #350 MCM AL THWN-2
FILL: 1.8739 IN^2
2.5" EMT ON STRUCTURES, 32% FILL
DISTANCE: 125 FT, 0.61% VDROP
6
(1) #2 AWG CU THWN-2 EGC
(1) #250 MCM CU THWN-2 NEUT
(3) #250 MCM CU THWN-2
FILL: 1.6704 IN^2
2.5" IMC ON STRUCTURES, 29% FILL
DISTANCE: 15 FT, 0.06% VDROP
4
(1) #6 AWG CU THWN-2 EGC
(1) #6 AWG CU THWN-2 NEUT
(3) #1 AWG CU THWN-2
FILL: 0.57 IN^2
1.25" EMT ON STRUCTURES, 38% FILL
DISTANCE: 10 FT, 0.06% VDROP
1
(1) #6 AWG CU THWN-2 EGC
(2) #10 AWG CU PV WIRE
DISTANCE: 1 FT, 0.03% VDROP
INV JBOX TYP
DC
DC
INV 4 -80 kW
STRINGS 1-3
108 MODULES
4
JBOX TYP
DC
DC
INV 4 -80 kW
STRINGS 4-6
108 MODULES
X3 TO
SYNGERGY
UNIT 136
PER MODULE
PER STRING
INV JBOX TYP
DC
DC
INV 5 -80 kW
STRINGS 1-3
108 MODULES
5
JBOX TYP
DC
DC
INV 5 -80 kW
STRINGS 4-6
108 MODULES
FAULT CURRENT CALCULATIONS:
*PER PLD SPEC 11A, CONFIRM ALUMINUM IS APPROVED WITH OWNER PRIOR TO
INSTALLATION.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
NOTES:
1. PROVIDE CONTINUOUS PATH FOR GROUND CONDUCTOR FROM THE INVERTER TO THE EXISTING MAIN SERVICE SWITCHBOARD
GROUND BUS. GROUNDING ELECTRODE CONDUCTOR TO SERVE AS EQUIPMENT GROUND. PROVIDE LAY-IN LUGS TO BOND ALL
EQUIPMENT ALONG THIS PATH TO THE GROUNDING ELECTRODE CONDUCTOR TO ALLOW FOR CONTINUOUS RUN.
TUSTIN MCAF:
COLD DESIGN TEMP = 2°C
HOT DESIGN TEMP = 31°C
PROJECT TOTAL
TOTAL SYSTEM SIZE: 209.52 kW DC, 193.313 kW ACcec
PANEL SPECS:
(432)HANWHA Q CELLS, Q.PEAK DUO XL-G10.3/BFG 485
MODULE AMPERAGE: 10.63 IMP, 11.16 ISC
MODULE VOLTAGE: 45.63 VMP, 53.63 VOC
TEMP. COEFFICIENTS OF Voc: -0.27%/°C
STC: 485W, PTC: 454.3 W
INVERTER SPECS:
(2) SOLAREDGE TECHNOLOGIES, SE80KUS [480V]
277/480V, 3PH, 4W, MAX OUTPUT CURRENT = 96.5A
CEC WEIGHTED EFFICIENCEY: 98.5%
OPTIMIZER/RAPID SHUTDOWN SPECS:
(216) SOLAREDGE PER P1101 OPTIMIZER
RATED INPUT DC POWER = 1101W
MAX OUTPUT CURRENT = 18A
MAXIMUM OUTPUT VOLTAGE = 80V
MAX SYSTEM VOLTAGE = 1,000V
SEE SPEC SHEET FOR ELECTRICAL PARAMETERS AND
WARRANTY INFO
KEY
PANELS PER
STRING
STRINGS PER SYNERGY UNIT
ARRAY
DC
DC
SOLAREDGE P1101
POWER OPTIMIZER
(2) MODULES PER
X2 TO SYNERGY UNIT XXX
X1 TO SYNERGY UNITXXX
INTEGRATED DC
DISCONNECT, 1000VDC
INVERTER NUMBER
INVERTER SIZE (kW)
X
G
G
INV
XX
COPPER OPTION:
ALUMINUM OPTION (PIN ADAPTORS REQUIRED):
ETHERNET CAT5E/CAT6 (1" EMT)
SERIAL/RS485 (1" EMT)
SE
R
I
A
L
/
R
S
4
8
5
(1
"
E
M
T
)
DA
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C
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A
I
N
I
N
V
E
R
T
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S
G
G80
G
G80
X3 TO
SYNGERGY
UNIT 236
X3 TO
SYNGERGY
UNIT 136
X3 TO
SYNGERGY
UNIT 236
PER INPUT:
MAX VOLTAGE DROP
MODULE TO OPTIMIZER = 0.03%
OPTIMIZER TO JBOX = 0.53%
JBOX TO INVERTER = 0.92%
INVERTER TO COMBINER = 0.06%
COMBINER TO AC DISCONENCT = 0.61%
AC DISCONENCT TO MAIN SERVICE = 0.06%
TOTAL = 2.21%
(N) PV AC DISCONNECT 2
600VAC, 3P, 400A, NEMA 3R
W/ 250A FUSES, 65 kAIC
VISIBLE / LOCKABLE FOR UTILITY
OPERATION (TO BE REMOVED
WHEN SYSTEMS ARE COMBINED IN
THE FUTURE)
(N) 125A/3P
250A(N) 125A/3P
(N) 250A PV SUB 2, 277/480V, 3PH, 4W
MLO, NEMA 3R, 42 kAIC
RO
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F
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EX
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O
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M
X2X3
COPPER OPTION:
(N) DAS-1
MONITORING
CONTROL PANEL
WITH REVENUE
GRADE METER &
SOLAREDGE
COMMUNICATIONS
GATEWAY.
(N) WEATHER
STATION 1
SE
R
I
A
L
/
R
S
4
8
5
24
V
D
C
(N) METER 1
FACILITY
CONSUMPTION
METER SERIAL/RS485
24VDC
4W, 1G #12 AWG CU THWN-2 (1" EMT)
3xCT
ROGOWSKI
CT-M1
(3) TWISTED PAIR LEADS (1" EMT)
(N) 15A/3P
(N) 15A/2P
3W, 1G #12 AWG CU THWN-2 (1" EMT)
4W, 1G #12 AWG CU THWN-2 (1" EMT)
G
#1/0 AWG CU MAIN
BONDING JUMPER
X1
LINE SIDE TAP
NEC 705.12(A)(1)
(N) 15A/3P
EX
T
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IN
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M
-OR -
2.5" EMT ON STRUCTURES, 29% FILL
(IF APPROVED BY SYSTEM OWNER)
MMMM
4000A BUS
(F) 2000A/3P
MAIN W/GFPGFP
(F) GROUND
SYSTEM
GRD
(F) MAIN SWITCHBOARD "MSA"
480/277V, 3PH, 4W, 100kAIC
(F) EV
CHARGERS
(F) EV
CHARGERS
(E) PANEL
"HHA"
(F) 600A/3P
MAIN
(F) 600A/3P
MAIN(F)
200AS
200AF
3P
2000A BUS
2000A BUS
(E) MAIN SWITCHBOARD "MS-B"
480/277V, 3PH, 4W, 65kAIC
CIRCUIT TO BE
ABANDONED IN
FUTURE (F)600A BUS
(E) 600AF
(E) 600AT, 3P
(E)
DISTRIBUTION
PANEL "DP1"
(E) 800AF
(E) 400AT, 3P
(F) 800AT, 3P
(E)
DISTRIBUTION
PANEL "DP2"
(E) 800AS
(E) 600AF, 3P
UTILITY
SERVICE
(E) GROUND
SYSTEM
GRD
(E) MISC. LOADS
1895 S STANDARD AVE
SANTA ANA, CA 92707
METER# 259000-097541
1995 S STANDARD AVE
SANTA ANA, CA 92707
METER#259000-036083
(F) CONDUIT &
CONDUCTORS
FROM SEPARATE
PERMIT
NOTE:FUTURE EQUIPMENT (F) TO BE INSTALLED
AS PART OF A SEPARATE PERMIT. THIS
EQUIPMENT IS SHOWN FOR CLARITY ONLY.
SUBJECT TO CHANGE ON OTHER PERMIT.
(F) FUTURE EQUIPMENT
(F) 1995 S
STANDARD
AVE METER
METER FOR
1995 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
METER FOR
1801 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
METER FOR
HHA TO BE
REMOVED BY
UTILITY IN THE
FUTURE
METER FOR
1895 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
UT
I
L
I
T
Y
CU
S
T
O
M
E
R
(E) 800A
SECTION
(E) 800A
SECTION
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
11
/
7
/
2
0
2
4
1
0
:
5
2
:
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4
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2
SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
12" = 1'-0"1 Single Line Diagram System 2
* NOTE: ALL TERMINATIONS TO BE RATED TO 75°C OR MORE
TERMINATION...
Te
r
m
T
e
m
p
R
a
t
i
n
g
Term Amp
Rating
>=Amps Max
.
.
60 30 >=17
60 30 >=23
60 30 >=23
75 130 >=121
75 255 >=241
75 250 >=241
75 255 >=241
VOLTAGE DROP CHART1
Vd
r
o
p
A
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p
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I
m
p
Vd
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p
V
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p
Vd
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.
.
10.63 91.26 1 0.03
18 850 100 0.53
18 850 175 0.92
96.5 480 10 0.06
193 480 125 0.52
193 480 125 0.61
193 480 15 0.06
WIRE RATING CHART1
Pa
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l
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l
R
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Wi
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A
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p
R
a
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Wi
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T
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e
Wi
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C
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n
d
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t
o
r
D
e
r
a
t
e
Derated Wire Rating <= Amps Max .
.
1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 17
1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 23
1 40 0.96 0.8 1 X 40A X 0.96 X 0.8 = 31 >= 23
1 145 0.96 1 1 X 145A X 0.96 X 1 = 139 >= 121
1 290 0.96 1 1 X 290A X 0.96 X 1 = 278 >= 241
1 280 0.96 1 1 X 280A X 0.96 X 1 = 269 >= 241
1 290 0.96 1 1 X 290A X 0.96 X 1 = 278 >= 241
WIRING CHART1
Ca
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t
#
Am
p
s
I
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c
NE
C
M
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t
Am
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In
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Si
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Q
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Wi
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g
Wi
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A
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p
Wi
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R
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f
T
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Wi
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C
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i
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g
.
.
1 11.16 1.56 17 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2
2 18 1.25 23 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2
3 18 1.25 23 1 6 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 6
4 96.5 1.25 121 1 3 #1 AWG CU THWN-2 #6 AWG #6 AWG 1 90 31 0 31 3
5.1 193 1.25 241 1 3 #250 MCM CU THWN-2 #2 AWG #4 AWG 1 90 31 0 31 3
5.2 193 1.25 241 1 3 #350 MCM AL THWN-2 #1/O AWG #2 AWG 1 90 31 0 31 3
6 193 1.25 241 1 3 #250 MCM CU THWN-2 #250 MCM #2 AWG 1 90 31 0 31 3
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
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:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
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No.
Descrip
tio
n
Date
No.
Descrip
tio
n
Date
1895 & 1995 S Standard
Ave1/7/2025
Santa Ana, CA
CLIENT: Axis Solar
805.496.2100 • VinciSE.com
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
ARRAY
JOB NO: 22-3457
Santa Ana Distribution Center 1
1995 S Standard Ave & 1895 S Standard Ave
V I N C I & A S S O C I A T E S
Structural Engineers
STRUCTURAL CALCULATIONS
FOR
PHOTOVOLTAIC
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar
DESIGN DATA:
ROOF DESIGN LOAD:
ROOFING ( Built Up )=5 psf
SHEATHING =2
ROOF RAFTERS / TRUSS =2
MISCELLANEOUS =1
ROOF RAFTER/TRUSS DESIGN DEAD LOAD =10.0 psf
CEILING & INSULATION =0
MISCELLANEOUS =1.25
DESIGN DEAD LOAD =11.3 psf
DESIGN LIVE LOAD =20 psf
DESIGN SNOW LOAD =0 psf
WIND DESIGN CRITERIA:
BASIC WIND SPEED =100 mph
WIND EXPOSURE =C
NUMBER OF STORIES =1
ROOF SLOPE =0°
SOLAR MODULE
Solar Module Width:=41.14 in
Solar Module Length:=87.24 in
Solar Module Area =24.92 ft2
Solar Module Dead Load =2.85 psf
Number of PV Modules =485
Number of Ballast Trays =485
UPLIFT DESIGN BY BALLAST COMPANY
TOTAL AREA OF ADDED SOLAR PANELS (PER BALLAST CALCS =42856.0 ft2
5/14/2024
-
1895 & 1995 S Standard
Ave1/7/2025
DATE:SHEET:
PROJECT:Santa Ana Distribution Center 1 JOB NO.:19-3457
1995 S Standard Ave & 1895 S Standard Ave ENGR.:JRV
Santa Ana, CA
CLIENT:Axis Solar
Check Attachment with Calculations
Anchor Screw Check
Design Loads:Uplift:525 lbs
(from Ballast Company)Lateral:650 lbs
Roof Material 1/2" Roof Sheathing
Number of Screws/conn:6 screws
Load Duration Factor (Cd)1.6 ('12 NDS)
Fastener Factor of Safety:3
Screw Size #12 Sheet Metal Screws
VUltimate =670 lbs TUltimate =315 lbs
Vdesign =Vultimate x Cd / FOS =357.3 lbs Tdesign =Tultimate x Cd / FOS =168 lbs
(Values taken from APA technical Note E830E into 1/2" sheathing)
CHECK CONNECTION SHEAR:
TOTAL SHEAR:650 lbs
NO. OF SCREWS/CONN:4 connections minimum
SHEAR / SCREW:162.5 lbs/conn <357 lbs O.K.
CHECK CONNECTION UPLIFT:
TOTAL UPLIFT:525 lbs
NO. OF SCREWS/CONN:4 connections minimum
SHEAR / SCREW:131.25 lbs/conn <168 lbs O.K.
CHECK UNITY:
162.5 lb +131.3 lb =1.24 <1.33 O.K.
357.3 lb 168.0 lb
USE: #12 x 1-1/2" SHEET METAL SCREWS INTO 1/2" ROOF SHEATHING
Anchor Plate Connection Check
Anchor Type:U Anchor 2400/2600
Factor of Safety
Ultimate Tension Capacity:1211 lbs 2.31
Ultimate Shear Capacity:1968 lbs 3.03
5/14/2024 V I N C I & A S S O C I A T E S
Structural Engineers
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
805.496.2100 • VinciSE.com
Panel Claw U-Anchor
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar
LATERAL FORCES: (Base Shear Calculations -2022 CBC /ASCE-16 )
SEISMIC:
Site Class:D (Use D if unknown)
S1=0.456 (USGS Software)SS=1.28 (USGS Software)
Fv =1.7 (Table 11.4-2)Fa =1.2 (Table 11.4-1)
I =1.0 (Sec 1.5-2 ASCE 7-16)
R =5.0 (Table 12.2-1 ASCE 7-16)
SMS =Fa * SS =1.531 (Eq. 16-20)SDS = (Eq. 16-39)
SM1=Fv * S1 =0.775 (Eq. 16-21)SD1 = (Eq. 16-40)
TL = 8 s (Fig 22-14, ASCE 7)
Ts = SD1 / SDS =0.506 s 80% x 0.506 = >0.189 s
Ta = Ct * (hn)x =(Eq. 12.8-7)Ct =0.02 (Table 12.8-2 ASCE 7-16)
hn =20.0 ft x =0.75 (Table 12.8-2 ASCE 7-16)
k = 1.0
* *GOVERNS * *
VMIN = ( SDS) / ( R / I ) =0.20 W (Eq. 12.8-2 ASCE 7-16)
NEED NOT EXCEED:
IF T ≤ TL USE:
V = ( SD1) / T *( R / I ) =W (Eq. 12.8-3 ASCE 7-16)
IF T TL USE:
V = ( SD1)*(TL) / T² *( R / I ) =W (Eq. 12.8-4 ASCE 7-16)
SHALL NOT BE LESS THAN:
V = W (Eq. 12.8-5 ASCE 7-16)
0.405
0.01
23.11
0.55
5/14/2024
0.189 s
1.02
0.52
²/3 * SMS =
²/3 * SM1 =
1895 & 1995 S Standard
Ave1/7/2025
USGS web servi ces we re do wn fo r so m e p e ri od of ti m e and as a resul t th i s too l wasn't ope ra ti ona l , resul ti ng i n ti meou t erro r.
USGS we b servi ce s are n ow ope rati onal so thi s to o l sh oul d work as e xpecte d.
1995 S Standard Av e , Santa Ana, CA 92707, USA
Latitude , Long itu de : 33.7223933, -117.8553474
Date 5 /1 4/2 024 , 12:52:21 PM
Design Code Refere nce Doc ument ASCE7-16
Ris k Category II
Site Class D - Defa ul t (See Secti on 11 .4.3)
Type Value Desc ription
SS 1 .2 7 6 M CER g ro u nd m oti o n . (fo r 0.2 second pe ri od)
S1 0 .4 5 6 M CER g ro u nd m oti o n . (fo r 1.0s pe ri od)
SMS 1 .5 3 1 Si te-m o di fi ed sp ectral accel erati o n val ue
SM1 n ul l -Se e S ecti on 11.4.8 Si te-m o di fi ed sp ectral accel erati o n val ue
SDS 1 .0 2 Nu m eri c sei sm i c d esi gn val u e at 0.2 se con d SA
SD1 n ul l -Se e S ecti on 11.4.8 Nu m eri c sei sm i c d esi gn val u e at 1.0 se con d SA
Type Va lue De scription
SDC nu l l -See Se cti o n 11.4.8 Sei sm i c de si gn categ o ry
Fa 1.2 Si te a m p l i fi ca ti on factor a t 0.2 se cond
Fv nu l l -See Se cti o n 11.4.8 Si te a m p l i fi ca ti on factor a t 1.0 se cond
PGA 0.539 M CEG pe a k groun d a cce l e rati on
FPGA 1.2 Si te a m p l i fi ca ti on factor a t PGA
PGAM 0.646 Si te m od i fi e d peak g ro und accel erati o n
T L 8 Lo n g-peri o d transi ti on peri o d i n seco n ds
SsRT 1.276 Proba b i l i sti c ri sk-targeted groun d m o ti on. (0 .2 se con d)
SsUH 1.37 Fa cto re d u ni fo rm -haza rd (2% pro bab i l i ty of e xce eda n ce i n 5 0 yea rs) sp ectra l accel erati o n
SsD 1.629 Fa cto re d d eterm i ni sti c accel e ra ti on va l u e . (0.2 seco nd)
S1RT 0.456 Proba b i l i sti c ri sk-targeted groun d m o ti on. (1 .0 se con d)
S1UH 0.492 Fa cto re d u ni fo rm -haza rd (2% pro bab i l i ty of e xce eda n ce i n 5 0 yea rs) sp ectra l accel erati o n .
5/14/24, 12:54 PM U.S. Seis mic Des ign Maps
https ://w w w .s eis mic maps .org 1/3
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar
LATERAL FORCES:(BASE SHEAR - Conservative)
2022 CBC
F1
SEISMIC BASE SHEAR:
V =0.20 W (SEE PREVIOUS)h1 =20.0 ft
F1 ROOF =11 PSF
WALLS =7
18.1
x 0.204
3.70 PSF
WIND LOADS:
Governs
ps = λ kzt Iw ps30 (Eq. 6-1)
λ =1.21 ps30A =psf psA psf
Iw = 1.00 ps30B =psf psB psf
kzt = 1.00 ps30C =psf psC psf
ps30D =psf psD psf
F1ULT:= ( 2 ft + 20 ft /2 ) x (23.2704 psf +12.12 psf ) =425 lb/ft
F1ASD:=lb/ft x 0.6 =255 lb/ft424.68
2.0 ft
23.27
-12.12
15.39
-7.15
19.20
-10.00
12.70
-5.90
5/14/2024
hROOF=
-
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar
CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD
ADD ROOF PLAN
HERE
TOTAL ROOF AREA:
(1000.0 ft x 280 ft ) + (0.0 ft x 0.0 ft ) +
(0.0 ft x 0.0 ft ) + (0.0 ft x 0.0 ft ) =
EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR)
280000 ft2 x 3.70 psf =1035091 lbs
AREA OF ADDED SOLAR PANELS (PER PAGE 1)=ft2
WEIGHT OF PANELS:2.85 psf
ADDED SEISMIC LOAD:
2.85 psf x ft2 x 0.20 =24936.0 lbs
Therefore O.K.
Per CEBC SECTION 503.4
5/14/2024
-
280000 ft2
42856.0
42856.0
=2.4%<10%% INCREASE =24936.0
1035091.2
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar
CHECK IMPACT OF NEW SOLAR PANELS ON GRAVITY LOAD
ADD ROOF PLAN
HERE
TOTAL ROOF AREA:
(1000.0 ft x 280 ft ) + (0.0 ft x 0.0 ft ) +
(0.0 ft x 0.0 ft ) + (0.0 ft x 0.0 ft ) =
EXISTING ESTIMATED GRAVITY LOAD
280000 ft2 x 11.25 psf =3150000 lbs
AREA OF ADDED SOLAR PANELS (PER PAGE 1)=ft2
WEIGHT OF PANELS:2.85 psf
ADDED GRAVITY LOAD:
2.85 psf x ft2 x 1 =122139.6 lbs
Therefore O.K.
5/14/2024
-
280000 ft2
42856.0
42856.0
% INCREASE =122139.6 =3.9%<5%
3150000
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar
CHECK OF EXISTING ROOF STRUCTURE
Existing Roof Dead Load 11.25 psf
Existing Roof Live Load:20 psf reducable
PV Array Dead Load 2.85 psf
Per 2022 California Building Code Section 1607.14.4.1
when a PV array is installed less than 24" above the surface of the roof
surface, the live load can be ignored below the PV array.
Therefore - if the 20 psf (12psf min when reduced) is eliminated below
the proposed PV Arrays, the roof is more than capable of supporting
the additional 2.85 psf dead load due to the proposed array.
Therefore, by observation, the existing roof structure is sufficient.
5/14/2024 1895 & 1995 S Standard
Ave1/7/2025
Santa Ana, CA
CLIENT: Axis Solar Power
805.496.2100 • VinciSE.com
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
ARRAY
JOB NO: 22-3457
Santa Ana Distribution Center 1
1995 S Standard Ave & 1895 S Standard Ave
V I N C I & A S S O C I A T E S
Structural Engineers
STRUCTURAL CALCULATIONS
FOR
EQUIPMENT
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar Power
PROJECT DATA
Fp =0.51 37 psf x area
1 180 #2.16 ft 3.08 ft 6.7 ft2
2 180 #2.16 ft 3.08 ft 6.7 ft2
3 180 #2.16 ft 3.08 ft 6.7 ft2
4
5
6
7
8
9
10
Axis =1-1 2-2 F.O.S. =3
Area =in2 Tallow =1325.3 lb
I x =0.185 0.236 in4 (area of bolt x 36,000 psi / FOS)
Sx =0.202 0.29 in3 Vallow =994.0 lb
r x =0.577 0.651 in ((area of bolt x 36,000 psi / FOS) x .75)
Fb =psi
WIND GOVERNS
Unistrut P1000
33000
243 #
243 #
243 #
Weight
92 #
AreaHeightWidthEquip
Mark
92 #
92 #
BOLT PROPERTIES
0.555
3/8" Bolt (MIN)
BEAM / COLUMN / BRACE PROPERTIES
5/14/2024
Horizontal Forces
Seismic Wind
1 1895 & 1995 S Standard
Ave1/7/2025
PROJECT : PAGE :
CLIENT : DESIGN BY :
INPUT DATA & DESIGN SUMMARY
BASIC WIND VELOCITY V = 100 mph, (160.93 kph)
EXPOSURE TYPE (B, C, D)== > C
SCREEN TOP ELEVATION H = 21 ft, (6.40 m)
HEIGHT OF STRUCTURE ( < 60 ft) h = 18 ft, (5.49 m, ASCE 7-22 26.10.2)
BUILDING WIDTH B = 320 ft, (97.54 m)
BUILDING LENGTH L = 1150 ft, (350.52 m)
SCREEN VERTICAL SIZE E = 5 ft, (1.52 m)
Af =16 ft 2 (1.49 m 2 )
Ar =80 ft 2 (7.44 m 2 )
TOPOGRAPHIC FACTOR KZt =1 Flat, (26.8 & Table 26.8-1)
Out-of-plane load for screen design P = 36.6 ( 1752 N/m 2 )
Fh =0.585 kips, Horizontal Fv =2.311 kips, Vertical
(2.6 kN)(10.3 kN)
WIND ANALYSIS
Out-of-plane wind force for screen design (ASCE 7-22, 29.4.1)
( 36.6 psf ) Af =0.585 kips, Horizontal
Where :G Cr =Max{ Min[ 2 - Af / (B h) , 1.9] , 1.0} =1.90 , (ASCE 7-22 Eq. 29.4-2)
hc = 18.5 ft, centroid height of the screen
B h = 5760 ft2, building side area (ASCE 7-22 Eq. 29.4-2)
KZ = 0.89 , (ASCE 7-22 Tab. 26.10-1)
Kd = 0.85 , (ASCE 7-22 26.6)Ke = 1 , (ASCE 7-22 Tab. 26.9-1)
( 28.9 psf ) Ar =2.311 kips, Vertical
Where :G Cr =Max{ Min[ 2 - Ar / (B L) , 1.5] , 1.0} =1.50 , (ASCE 7-22 Eq. 29.4-3)
B L = 4E+05 ft2, building side area (ASCE 7-22 Eq. 29.4-3)
psf, Horizontal
Wind Load, on Roof Screen / Roof Equipment, Based on ASCE 7-22
VERTICAL PROJECTED AREA
HORIZONTAL PROJECTED AREA
20.00256h f d f Z Zt d frrhP G GqCV C
20.00256v r d r Z Zt d rrrhP G GqCV C
2 1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:
Santa Ana, CA p 805.496.2100 • f 805.496.2442 • e vinci@VinciSE.com
CLIENT:Axis Solar Power
LATERAL FORCES: 2022 CBC
SEISMIC:
Site Class:D (Use D if unknown)
S1=0.456 (USGS Zipcode Tables)SS=1.28 (USGS Zipcode Tables)
Fv =1.7 (Table 1613.5.3-2)Fa =1.2 (Table 1613.5.3 -1)
I =1.00 (Table 11.5-1 ASCE 7-16)
R =1.00 (Table 12.2-1 ASCE 7-16)
SMS =Fa * SS =1.531 (Eq. 16-37)SDS = ²/3 * SMS =1.02 (Eq. 16-39)
SM1=Fv * S1 =0.775 (Eq. 16-38)SD1 = ²/3 * SM1 =0.52 (Eq. 16-40)
TL = 8 s (Figure 22-16 ASCE 7-16)
T =Ct * (hn)x =0.112 s (Eq. 12.8-7)Ct =0.02 (Table 12.8-2 ASCE 7-16)
hn =10.00 ft x =0.75 (Table 12.8-2 ASCE 7-16)
SEISMIC FORCES ON NONSTRUCTURAL COMPONENTS
Per ASCE 7-16 Section 13.3.1
F p is not required to be greater than:
Fp =1.6 SDS Ip Wp =1.63 W
F p shall not be less than:
Fp =0.3 SDS Ip Wp =0.31 W
F p =seismic design force
S DS =spectral acceleration, short period, per ASCE Section 11.4.4
W p =componant operating weight
a p =2.5 (componant amplificatin factor (ASCE Table 13.5-1 or 13.6-1))
I p =1.00 (componant importance factor)
R p =6.0 (componant response modification factor (ASCE Table 13.5-1 or 13.6-1))
z =10.00 ft (height in structure of point of attachment of componant with respect to the base.)
h =10.00 ft (average roof height with respect to base. (z/h) <= 1.)
Wp( Rp / Ip )
5/14/2024
Fp =
0.4 ap SDS Wp (1 + 2 (z/h) )=0.51
3 1895 & 1995 S Standard
Ave1/7/2025
USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error.
USGS web services are now operational so this tool should work as expected.
1995 S Standard Ave, Santa Ana, CA 92707, USA
Latitude, Longitude: 33.7223933, -117.8553474
Date 5/14/2024, 12:52:21 PM
Design Code Reference Document ASCE7-16
Risk Category II
Site Class D - Default (See Section 11.4.3)
Type Value Description
SS 1.276 MCER ground motion. (for 0.2 second period)
S1 0.456 MCER ground motion. (for 1.0s period)
SMS 1.531 Site-modified spectral acceleration value
SM1 null -See Section 11.4.8 Site-modified spectral acceleration value
SDS 1.02 Numeric seismic design value at 0.2 second SA
SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA
Type Value Description
SDC null -See Section 11.4.8 Seismic design category
Fa 1.2 Site amplification factor at 0.2 second
Fv null -See Section 11.4.8 Site amplification factor at 1.0 second
PGA 0.539 MCEG peak ground acceleration
FPGA 1.2 Site amplification factor at PGA
PGAM 0.646 Site modified peak ground acceleration
T L 8 Long-period transition period in seconds
SsRT 1.276 Probabilistic risk-targeted ground motion. (0.2 second)
SsUH 1.37 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
SsD 1.629 Factored deterministic acceleration value. (0.2 second)
S1RT 0.456 Probabilistic risk-targeted ground motion. (1.0 second)
S1UH 0.492 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
5/14/24, 12:54 PM U.S. Seismic Design Maps
https://w w w.seismicmaps.org 1/3
4 1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Prologis Hain JOB NO.:
1995 S Standard Ave & 1895 S Standard Ave ENGR.:
Santa Ana, CA
VERTICAL FORCES ON BEAM
WIND GOVERNS
USE: 3 Beams
X1 2.67 ft
W1 60 #X2 2.67 ft
W1 W2 W3 …Wn W2 60 #X3 2.67 ft
X1 X2 X3 …Xn-1 Xn W3 60 #X4
W4 0 #X5
L =8.01 ft W5 0 #X6
R1 R2 W6 0 #X7
W7 0 #X8
W8 0 #X9
W1 W9 0 #X10
RY1 W2 W10 0 #X11
…
RY2
Wn
RY1 =60.00 #
RY2 =120.00 #
mMax = 480.60 #-ft
mMax = 5767.20 #-in
Check Horizontal Beam for Bending
fb =/=
FB =>THEREFORE O.K.
5,767 #-in 0.290 in3 19,887 psi
33,000 psi 19,887 psi
5/14/2024
Structural Engineers
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
805.496.2100 • VinciSE.com
W X
5 1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Prologis Hain JOB NO.:
5140 E Santa Ana St ENGR.:
Ontario, CA
HORIZONTAL FORCES ON BEAM
WIND GOVERNS
USE: 3 Beams
X1
F1 81 #X2
F1 F2 F3 …Fn F2 81 #X3
X1 X2 X3 …Xn-1 Xn F3 81 #X4
F4 0 #X5
L =4.00 ft F5 0 #X6
R1 R2 F6 0 #X7
F7 0 #X8
F8 0 #X9
F1 F9 0 #X10
RX1 F2 F10 0 #X11
…
RX2
Fn
RX1 =81.14 #
RX2 =162.28 #
mMax = 324.56 #-ft
mMax = 3894.76 #-in
Check Horizontal Beam for Bending
fb =/=
FB =>THEREFORE O.K.
Check Bi-axial Bending
19,281.0 psi
33,000 psi
THEREFORE O.K.
3,895 #-in
33,000 psi 19,281 psi
19,281 psi0.202 in3
X
5/14/2024
Structural Engineers
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
805.496.2100 • VinciSE.com
F
+=1.19 <1.3319887 psi
33000 psi
1.25 ft
1.50 ft
1.25 ft
0.00 ft
0.00 ft
0.00 ft
0.00 ft
0.00 ft
0.00 ft
0.00 ft
0
X
6 1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Prologis Hain JOB NO.:
5140 E Santa Ana St ENGR.:
Ontario, CA
HORIZONTAL AND VERTICAL FORCES ON COLUMN
WIND GOVERNS
H =5.67 ft
RY1+RY2 X1 0.33 ft
R2 RX1+RX2 1.17 ft X1 RX 243 #X2 2.92 ft
RX 243 #X3 1.75 ft
RY1+RY2 2.75 ft X2 X4
RX1+RX2 X5
X6
1.75 ft X3 X7
R1 X8
X9
RX X10
R1 X11
…
R2
Rn
R1 =333.15 #
R2 =153.70 #
mMax = 371.94 #-ft
mMax = 4463.31 #-in
Check Column for Bending
fb =/=
FB =>THEREFORE O.K.
Check Column for Axial Load
fa =/=360 psi
Fa =kl / r =4.5 ft x k /0.577 in =94
Fa ==20000 psi
Check Unity
22,096 psi
33,000 psi
THEREFORE O.K.
1.33360 psi
20000 psi
X
0.555 in2(RY1 + RY2) x 2
+=0.69 <
4,463 #-in 0.202 in3 22,096 psi
33,000 psi 22,096 psi
5/14/2024
Structural Engineers
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
805.496.2100 • VinciSE.com
R
7 1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar Power
CHECK LATERAL FORCE ON SOLAR ARRAY
1. Check Horiz Beam to Post
Use (1) 3/8" Diameter Bolt at Each Post
Pullout FX =RX1 + RX2 =243.42 #
325 #<1325 #Therefore O.K.
Shear FY =RY1 + RY2 =180.00 #
481 #<994 #Therefore O.K.
2. Check Brace in Compression
Unistrut P1000
L =5.48 ft
FBRACE =81 # x 5.48 ft / 4 ft =111 lbs
r =0.577 KL/r =114
Fa =11.13 ksi
Pa =11.13 ksi x 0.555 in2 =6.17715 K
F = 111 #<6177 #Therefore O.K.
3. Check Brace Connection
F = 111 #<994 #(3/8" bolt)Therefore O.K.
4. Check Attachment to Roof
Connection Type:Wood
Anchor Type:1/4 in Lag Bolt
Embedment =2.50 in
Tallow =218 # x CD X pen =872 #
Vallow =210 # x CD =336 #
Number of Anchors =2
ALL RESISTANCE BY BRACE
h =FX =
a =Prying Uplift = (F x h) / b =
b =FY =
Unity Check
+102 lbs +0.331 < 1.00
Therefore O.K.
81 lbs 81 lbs
336 lbs x 2 872 lbs
5/14/2024
9.00 in
0.875 in
7.125 in
81 #
102 #
81 #
8 1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar Power
PROJECT DATA
Fp =0.51 37 psf x area
1 180 #2.16 ft 3.08 ft 6.7 ft2
2 300 #2.50 ft 5.00 ft 12.5 ft2
3
4
5
6
7
8
9
10
Axis =1-1 2-2 F.O.S. =3
Area =in2 Tallow =1325.3 lb
I x =0.185 0.236 in4 (area of bolt x 36,000 psi / FOS)
Sx =0.202 0.29 in3 Vallow =994.0 lb
r x =0.577 0.651 in ((area of bolt x 36,000 psi / FOS) x .75)
Fb =psi
Unistrut P1000 3/8" Bolt (MIN)
0.555
33000
BEAM / COLUMN / BRACE PROPERTIES BOLT PROPERTIES
92 #243 #
153 #457 #
11/7/2024
WIND GOVERNS
Equip
Mark Weight Width Height Area
Horizontal Forces
Seismic Wind
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:
Santa Ana, CA p 805.496.2100 • f 805.496.2442 • e vinci@VinciSE.com
CLIENT:Axis Solar Power
LATERAL FORCES: 2022 CBC
SEISMIC:
Site Class:D (Use D if unknown)
S1=0.456 (USGS Zipcode Tables)SS=1.28 (USGS Zipcode Tables)
Fv =1.7 (Table 1613.5.3-2)Fa =1.2 (Table 1613.5.3 -1)
I =1.00 (Table 11.5-1 ASCE 7-16)
R =1.00 (Table 12.2-1 ASCE 7-16)
SMS =Fa * SS =1.531 (Eq. 16-37)SDS = ²/3 * SMS =1.02 (Eq. 16-39)
SM1=Fv * S1 =0.775 (Eq. 16-38)SD1 = ²/3 * SM1 =0.52 (Eq. 16-40)
TL = 8 s (Figure 22-16 ASCE 7-16)
T =Ct * (hn)x =0.112 s (Eq. 12.8-7)Ct =0.02 (Table 12.8-2 ASCE 7-16)
hn =10.00 ft x =0.75 (Table 12.8-2 ASCE 7-16)
SEISMIC FORCES ON NONSTRUCTURAL COMPONENTS
Per ASCE 7-16 Section 13.3.1
F p is not required to be greater than:
Fp =1.6 SDS Ip Wp =1.63 W
F p shall not be less than:
Fp =0.3 SDS Ip Wp =0.31 W
F p =seismic design force
S DS =spectral acceleration, short period, per ASCE Section 11.4.4
W p =componant operating weight
a p =2.5 (componant amplificatin factor (ASCE Table 13.5-1 or 13.6-1))
I p =1.00 (componant importance factor)
R p =6.0 (componant response modification factor (ASCE Table 13.5-1 or 13.6-1))
z =10.00 ft (height in structure of point of attachment of componant with respect to the base.)
h =10.00 ft (average roof height with respect to base. (z/h) <= 1.)
Wp( Rp / Ip )
11/7/2024
Fp =
0.4 ap SDS Wp (1 + 2 (z/h) )=0.51
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Prologis Hain JOB NO.:
1995 S Standard Ave & 1895 S Standard Ave ENGR.:
Santa Ana, CA
VERTICAL FORCES ON BEAM
WIND GOVERNS
USE: 3 Beams
X1 2.67 ft
W1 60 #X2 2.67 ft
W1 W2 W3 …Wn W2 100 #X3 2.67 ft
X1 X2 X3 …Xn-1 Xn W3 0 #X4
W4 0 #X5
L =8.01 ft W5 0 #X6
R1 R2 W6 0 #X7
W7 0 #X8
W8 0 #X9
W1 W9 0 #X10
RY1 W2 W10 0 #X11
…
RY2
Wn
RY1 =73.33 #
RY2 =86.67 #
mMax = 302.60 #-ft
mMax = 3631.20 #-in
Check Horizontal Beam for Bending
fb =/=
FB =>THEREFORE O.K.
3,631 #-in 0.290 in3 12,521 psi
33,000 psi 12,521 psi
11/7/2024
Structural Engineers
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
805.496.2100 • VinciSE.com
W X
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Prologis Hain JOB NO.:
5140 E Santa Ana St ENGR.:
Ontario, CA
HORIZONTAL FORCES ON BEAM
WIND GOVERNS
USE: 3 Beams
X1
F1 81 #X2
F1 F2 F3 …Fn F2 152 #X3
X1 X2 X3 …Xn-1 Xn F3 0 #X4
F4 0 #X5
L =8.00 ft F5 0 #X6
R1 R2 F6 0 #X7
F7 0 #X8
F8 0 #X9
F1 F9 0 #X10
RX1 F2 F10 0 #X11
…
RX2
Fn
RX1 =105.66 #
RX2 =127.94 #
mMax = 468.84 #-ft
mMax = 5626.08 #-in
Check Horizontal Beam for Bending
fb =/=
FB =>THEREFORE O.K.
Check Bi-axial Bending
27,851.9 psi
33,000 psi
THEREFORE O.K.
+12521 psi =1.22 <1.33
33000 psi
5,626 #-in 0.202 in3 27,852 psi
33,000 psi 27,852 psi
11/7/2024
Structural Engineers
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
805.496.2100 • VinciSE.com
F X
2.75 ft
2.50 ft
2.75 ft
0.00 ft
0.00 ft
0.00 ft
0.00 ft
0.00 ft
0.00 ft
0.00 ft
0
X
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Prologis Hain JOB NO.:
5140 E Santa Ana St ENGR.:
Ontario, CA
HORIZONTAL AND VERTICAL FORCES ON COLUMN
WIND GOVERNS
H =5.67 ft
RY1+RY2 X1 0.33 ft
R2 RX1+RX2 1.17 ft X1 RX 234 #X2 2.92 ft
RX 234 #X3 1.75 ft
RY1+RY2 2.75 ft X2 X4
RX1+RX2 X5
X6
1.75 ft X3 X7
R1 X8
X9
RX X10
R1 X11
…
R2
Rn
R1 =319.70 #
R2 =147.49 #
mMax = 356.93 #-ft
mMax = 4283.15 #-in
Check Column for Bending
fb =/=
FB =>THEREFORE O.K.
Check Column for Axial Load
fa =/=320 psi
Fa =kl / r =4.5 ft x k /0.577 in =94
Fa ==20000 psi
Check Unity
21,204 psi
33,000 psi
THEREFORE O.K.
<1.33
20000 psi
(RY1 + RY2) x 2 0.555 in2
+320 psi =0.66
4,283 #-in 0.202 in3 21,204 psi
33,000 psi 21,204 psi
11/7/2024
Structural Engineers
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
805.496.2100 • VinciSE.com
R X
1895 & 1995 S Standard
Ave1/7/2025
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.:22-3457
1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Axis Solar Power
CHECK LATERAL FORCE ON SOLAR ARRAY
1. Check Horiz Beam to Post
Use (1) 3/8" Diameter Bolt at Each Post
Pullout FX =RX1 + RX2 =233.60 #
469 #<1325 #Therefore O.K.
Shear FY =RY1 + RY2 =160.00 #
303 #<994 #Therefore O.K.
2. Check Brace in Compression
Unistrut P1000
L =5.48 ft
FBRACE =106 # x 5.48 ft / 4 ft =145 lbs
r =0.577 KL/r =114
Fa =11.13 ksi
Pa =11.13 ksi x 0.555 in2 =6.17715 K
F = 145 #<6177 #Therefore O.K.
3. Check Brace Connection
F = 145 #<994 #(3/8" bolt)Therefore O.K.
4. Check Attachment to Roof
Connection Type:Wood
Anchor Type:1/4 in Lag Bolt
Embedment =2.50 in
Tallow =218 # x CD X pen =872 #
Vallow =210 # x CD =336 #
Number of Anchors =2
ALL RESISTANCE BY BRACE
h =FX =
a =Prying Uplift = (F x h) / b =
b =FY =
Unity Check
+133 lbs +0.431 < 1.00
Therefore O.K.336 lbs x 2 872 lbs
106 lbs 106 lbs
0.875 in 133 #
7.125 in 106 #
9.00 in 106 #
11/7/2024 1895 & 1995 S Standard
Ave1/7/2025
YES NO
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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.
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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)
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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
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6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
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depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
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commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
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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:
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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
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COM
1895 & 1995 S Standard
Ave1/7/2025
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. **
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Please describe why OCFA Plan Review is or may be required by the City/County :
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on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
1895 & 1995 S Standard
Ave1/7/2025
CARUSO
TURLEY
SCOTT
structural
engineers
STRUCTURAL
ENGINEERING
EXPERTS
PARTNERS
Sandra Herd, SE, PE, LEED AP
Thomas Morris, SE, LEED AP
Richard Dahlmann, SE, PE
Troy Turley, SE, PE, LEED AP
Brady Notbohm, SE, PE
PROFESSIONAL
REGISTRATION
50 States
Washington D.C.
U.S. Virgin Islands
Puerto Rico
1215 W. Rio Salado Pkwy.
Suite 200
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
www.ctsaz.com
Job No. 24-0242-3039.1 Sheet No. Cover
By JEP/TET Date 6/5/24
CLIENT:
1600 Osgood Street
Suite 2023
North Andover, MA 01845
PROJECT:
Santa Ana Dist Ctrl 1
1895 S Standard Ave,
Santa Ana, CA 92707, USA
GENERAL INFORMATION:
BUILDING CODE:
2022 CBC, ASCE 7-16
With SEAOC PV1-2012 and PV2-2017
TROY E.TURLEY
6/5/2024
1895 & 1995 S Standard
Ave1/7/2025
CARUSO
TURLEY
SCOTT
structural
engineers
STRUCTURAL
ENGINEERING
EXPERTS
PARTNERS
Sandra Herd, SE, PE, LEED AP
Thomas Morris, SE, LEED AP
Richard Dahlmann, SE, PE
Troy Turley, SE, PE, LEED AP
Brady Notbohm, SE, PE
PROFESSIONAL
REGISTRATION
50 States
Washington D.C.
U.S. Virgin Islands
Puerto Rico
1215 W. Rio Salado Pkwy.
Suite 200
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
www.ctsaz.com
Date:June 5, 2024
Mr. Ryan Heil
PanelClaw
1600 Osgood Street, Ste. 2023
North Andover, MA 01845
RE: Evaluation of PanelClaw system
Project Name: Santa Ana Dist Ctrl 1
CTS Job No.: 24-0242-3039.1
Per the request of Ryan Heil at PanelClaw, CTS was asked to review the
PanelClaw racking system with respect to the system’s ability to resist uplift and
sliding caused by wind and seismic loads.
Wind Evaluation:
PanelClaw has provided CTS with wind tunnel testing performed by CPP, Inc.
The system tested was the “clawFR 10 Degree” system. This system consists of
photovoltaic panels installed at a 10 degree tilt onto support assemblies. The
support assemblies consist of a support frame for the PV panels, wind deflectors
and areas for additional mass/weight as required for the ballast loads.
The wind tunnel testing was performed per Chapter 31 of ASCE 7-16. The
parameters of the testing were a flat roof system in both Exposure B and C on a
building with and without parapets. The testing has resulted in pressure and/or
force coefficients that were applied to the velocity pressure qz in order to obtain
the wind loads on the PV system. From the wind load results it is then possible to
calculate the ballast loads required to resist the uplift and sliding forces.
PanelClaw has provided CTS with the excel tool that was developed to obtain the
uplift and sliding forces. CTS has reviewed this tool and the wind forces obtained
to find that the amounts of ballast and mechanical attachments provided are
within the values required. Furthermore, CTS agrees with the methodologies
used to develop the uplift and sliding forces for the “clawFR 10 Degree” system
per the wind tunnel testing results.
Seismic Evaluation:
CTS was asked to review the PanelClaw system to determine attachments
required to resist seismic loading of the ballasted solar support system on the
roof of the existing building. Following CBC Load Combination 16-16 and ASCE
Section 2.4.5, the Dead Load value has been reduced by subtracting the vertical
component of the seismic forces (0.6*D - 0.14Sds*D). The contribution of friction
due to the component weight was not considered to resist lateral forces caused
by seismic loads per ASCE Section 13.4.
Utilizing this method, calculations have been provided for the number of
mechanical attachments that are required to resist seismic forces that are applied
to the system.
1895 & 1995 S Standard
Ave1/7/2025
CARUSO
TURLEY
SCOTT
structural
engineers
STRUCTURAL
ENGINEERING
EXPERTS
PARTNERS
Sandra Herd, SE, PE, LEED AP
Thomas Morris, SE, LEED AP
Richard Dahlmann, SE, PE
Troy Turley, SE, PE, LEED AP
Brady Notbohm, SE, PE
PROFESSIONAL
REGISTRATION
50 States
Washington D.C.
U.S. Virgin Islands
Puerto Rico
1215 W. Rio Salado Pkwy.
Suite 200
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
www.ctsaz.com
Conclusion:
Therefore, it has been determined that the system as provided by PanelClaw is
sufficient to resist both wind and seismic loads at this project.
Please contact CTS with any questions regarding this letter or attachments.
Respectfully,
Jakob Pongratz Troy Turley, SE, PE, LEED AP
Structural Designer Partner
TROY E.TURLEY
6/5/2024
1895 & 1995 S Standard
Ave1/7/2025
Partner Name:Axis Solar
Project Name:Santa Ana Dist Ctrl 1
Project Location:1895 S Standard Ave, Santa Ana, CA 92707, USA
Racking System:clawFRplus 10 Degree
Structural Calculations for Roof-Mounted Solar Array
Submittal Release: Rev 1
Engineering Seal
05/24/2024
APPROVED FOR CONSTRUCTION
TROY E.TURLEY
6/5/2024
1895 & 1995 S Standard
Ave1/7/2025
Table of Contents
Section:Page #
05/24/2024
APPROVED FOR CONSTRUCTION
2
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1.0 Project Information 4
1.1 General 4
1.2 Building Information 4
1.3 Structural Design Information 5
2.0 Snow Load 6
2.1 Snow Load Data 6
2.2 Snow Load Per Module 6
3.0 Wind Load 7
3.1 Wind Load Data 7
3.2 Roof / Array Zone Map 7
3.3 Wind Design Equations 7
4.0 Design Loads - Dead 8
4.1 Dead Load of the Arrays 8
5.0 Design Loads - Wind 9
5.1.1 Global Wind Uplift Summary Table:9
5.1.2 Global Wind Shear Summary Table:10
6.0 Design Loads - Downward 11
6.1 Downward Wind Load Calculation 11
6.2 Racking Dimensions for Point Loads 11
6.3 Point Load Summary 12
7.0 Design Loads - Seismic 13
7.1 Seismic Load Data 13
7.2 Seismic Design Equations 13
7.3 Lateral Seismic Force Check:14
7.4 Vertical Seismic Force Check:15
1895 & 1995 S Standard
Ave1/7/2025
Appendix:
A. Wind Tunnel Tests and Load Analysis for PANELCLAW ROOF MOUNT 10° TILT SOUTH-FACING, CPP Project 11828, Dated 15
March 2019.
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1.0 Project Information:
1.1 General:
Project Name:Santa Ana Dist Ctrl 1
Project Location:1895 S Standard Ave, Santa Ana, CA 92707,
USA
Racking System:clawFRplus 10 Degree
Module:HANWHA Q CELLS Q.PEAK DUO XL-G10.3/BFG 485
Module Weight:64.15 lbs.
Module Tilt:9.76 deg.
Module Width:41.14 in.
Module Length:87.24 in.
Module Area:24.93 sq.ft.
Ballast Block Weight:32.60 lbs.
1.2 Building Information:
Roof Name Height (ft.)Parapet Height (ft.)
Roof 1 36 5.0
Sub-Array Name Pitch (deg.)Membrane Material Coeff. of Friction (μ)
1.1 1 TPO 0.80
1.2 1 TPO 0.80
1.3 1 TPO 0.80
1.4 1 TPO 0.80
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1.0 Project Information (Cont.):
1.3 Structural Design Information:
ASCE Code:ASCE 7-16
Building Code:2022 CBC
Risk Cat.:II
Basic Wind Speed (V):95 mph
Exposure Category:B
Ground Snow Load (Pg):0 psf
Is:1
Site Class:D
Short Period Spectral Resp. (5%) (Ss):1.276
1s Spectral Response (5%) (S1):0.456
Ie:1
Ip:1
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2.0 Snow Load:
Snow Calculations per ASCE 7-16, Chapter 7
2.1 Snow Load Data:
Ground Snow Load (Pg)=0.00 psf (ASCE, Figure 7.2-1)
Exposure Factor (Ce)=1 (ASCE, Table 7.3-1)
Thermal Factor (Ct)=1.2 (ASCE, Table 7.3-2)
Importance Factor (Is)=1 (ASCE, Table 1.5-2)
Flat Roof Snow Load (Pf) =0.7*Pg*Ce*Ct*Is=0.00 psf (ASCE 7.3-1)
Min Snow Load for Low Slope Roof =Pg*Is =0.00 psf (ASCE 7.3.4)
Snow Load on Array (SLA) =0.00 psf
SLA
Fig. 2.1 - Uniform Roof Snow Load on Array
2.2 Snow Load Per Module:
Snow Load per Module (SLM) =Module Projected Area SLA
Where;
Module Projected Area (Amp) = Module Area * Cos(Module Tilt)
Where;
Module Area =24.93 sq.ft.
Module Tilt =9.76 deg.
Amp =24.57 sq.ft.
SLM = Amp SLA = 0.00 lbs.
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1895 & 1995 S Standard
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3.0 Wind Load:
Wind Analysis per ASCE 7-16- Wind Tunnel Procedure, Chapter 31
3.1 Wind Load Data:
Basic Wind Speed (Vult) =95 mph (ASCE, Figure 26.5-1A)
Exposure Category:B (ASCE, Sec. 26.7.3)
Topographic Factor (Kzt) =1 (ASCE, Fig. 26.8-1)
Directionality Factor (Kd) =0.85 (ASCE, Table 26.6-1)
Exposure Coefficient (Kz) =0.74 (ASCE, Table 26.10-1)
Ground Elevation Factor (Ke) =1.00 (ASCE, Table 26.9-1)
Velocity Pressure (qz) =0.00256*Kz*Kzt*Kd*Ke*V^2 =14.45 psf (ASCE, Eqn. 26.10-1)
3.2 Roof / Array Zone Map:
Figure 3-1. South corner zones – 90-180° wind directions Figure 3-2. North corner zones – 0- 90° wind direction
Roof Zone Map Dimensions per CPP Wind Tunnel Study
Height (ft.)LB* (ft.)Velocity Pressure (qz) (psf)
36 36.00 14.45
*LB = Characteristic length per wind tunnel study
3.3 Wind Design Equations:
FL = qz Aref GCL FL = sum of lift on panel and deflector.
FD = qz Aref GCD FD = sum of drag on panel and deflector.
FL - D Companion = qz Aref GCL - D Companion
FL - D Companion = The accompanying uplift corresponding to
maximum drag.
Where
qz = Velocity Pressure (Ref. Section 3.1, Wind Load)
Aref = Module Area (Ref. Section 1.1, General)
GCL GCD , GCL-D Companion= Vary and related to wind zone map (Proprietary Wind Tunnel Coefficients)
05/24/2024
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1895 & 1995 S Standard
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4.0 Design Loads - Dead:
There are two categories of dead load used to perform the structural analysis of the PanelClaw racking system; Dead Load of the Array (DLA) and
Dead Load of the Components (DLC).
DLA is defined as the weight of the entire array including all of the system components and total ballast used on the array.
DLC is defined as the weight of the modules and the racking components within an array. The DLC does not include the ballast used to resist loads
on this array.
4.1 Dead Load of the Arrays:
Array Information Results
Sub-
Array
Name
Number
of
Modules
DLC
(lbs.)
DLA
(lbs.)
DLC
(lbs.)/module
Sub-
Array
Area
(ft.^2)
Sub-Array
Roof
Pressure
(DLC) (psf)
Sub-Array
Roof
Pressure
(DLA) (psf)
Max
Allowable
Pressure on
Roof (psf)
Acceptable?
1.1 329 26,643 31,077 81 10,765 2.47 2.89 100.00 Yes
1.2 258 20,990 24,544 81 8,415 2.49 2.92 100.00 Yes
1.3 396 31,902 36,075 81 12,994 2.46 2.78 100.00 Yes
1.4 326 26,313 29,997 81 10,681 2.46 2.81 100.00 Yes
Total: 1309 105,849 lbs.121,693 lbs.
*Racking component weight range between 13 to 15 pounds per module
Table 4.1 - Array Dead Loads and Roof Pressures
05/24/2024
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5.0 Design Loads - Wind:
5.1.1 Global Wind Uplift Summary Table:
The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and
array shape all may come into play when determining their need. The table below provides the mechanical attachment
requirements for each sub-array within this project.
Applied Load Resisting Load Code Check
Sub-
Array
Name
FL = Total
Wind
Uplift (lbs.)
DL =
Total Dead
Load (lbs.)
Maximum Allowable
Mechanical Attachment
Strength (lbs.)
Total MA
Capacity
(lbs.)
Calculated
Factor of
Safety*
Check
1.1 23,732 31,077 525 4,440 2.49 OK
1.2 18,781 24,544 525 3,520 2.49 OK
1.3 27,158 36,075 525 6,929 2.64 OK
1.4 22,403 29,997 525 5,405 2.63 OK
Total:92,074 lbs.121,693 lbs. 20,294 lbs.
Table 5.1 Summary of Mechanical Attachment Requirements
* Back calculated factor of safety provided to determine factor of safety applied to dead load in lieu of 0.6 in ASCE 7-16 equation 7, BACK
CALCULATED FACTOR OF SAFETY = (DEAD LOAD+MECHANICAL ATTACHMENT)/(.6)WIND LOAD
05/24/2024
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PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
5.0 Design Loads - Wind (Cont.):
5.1.2 Global Wind Shear Summary Table:
Mechanical attachments may be required for several reasons including building code, roof load limits and array shape. The
table below provides the mechanical attachment requirements for each sub-array within this project.
Applied Load Resisting Load Code Check
Sub-
Array
Name
FL-D =
Wind
Uplift
(lbs.)
FD =
Wind
Drag
(lbs.)
DL =
Total
Dead
Load
(lbs.)
Maximum
Allowable
Mechanical
Attachment
Strength (lbs.)
Total MA
Capacity
(lbs.)
Check
Calculated
Factor of
Safety*
Check
1.1 9,489 3,261 31,077 650 11,050 5.18 OK
1.2 7,876 2,807 24,544 650 9,100 4.92 OK
1.3 10,642 3,607 36,075 650 13,000 5.40 OK
1.4 9,176 3,093 29,997 650 10,400 5.16 OK
Total:37,183 lbs.12,768 lbs.121,693 43,550 lbs.
Table 5.2 Summary of Mechanical Attachment Requirements
* Back calculated factor of safety provided to determine factor of safety applied to dead load in lieu of 0.6 in ASCE7 equation 7, BACK
CALCULATED FACTOR OF SAFETY = (DEAD LOAD+MECHANICAL ATTACHMENT)/(((.6)WIND DRAG /FRICTION)+(.6)WIND
UPLIFT)
05/24/2024
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1895 & 1995 S Standard
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6.0 Design Loads - Downward:
6.1 Downward Wind Load Calculation:
WLin = qz * Am * GCP * cos θ
Where:
qz =14.45 psf (Ref. Section 3.1, Wind Load Data)
Am =24.93 sq.ft.(Single Module Area)(Ref. Section 1.1, General Project
Information)
θ =9.76 deg.(Ref. Section 1.1, General Project
Information)
GCP =1.13 (Inward)(Proprietary Wind Tunnel Data)
GCP =0.30 (Inward with snow)(ASCE 7-16 figure 30.3-5A)
WLin(no snow) = 401 lbs./module
WLin(with snow) = 107 lbs./module
Contact Base by Location: Contact Pad by Information:
1 =South Distance Between C.C. outer Pads =18 in.
2 =Interior Typical Pad Area =9 sq.in.
3 =2nd from North
4 =North
6.2 Racking Dimensions for Point Loads:
Inter-Module Support
spacing (S) = 46.61 in.
Inter-Column Support
Spacing (L) = 41.34 in.
Fig. 6.1 Typical Array Plan View
(Section A-A) on Next Page
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6.0 Design Loads - Downward (Cont.):
6.2 Racking Dimensions for Point Loads (Cont.):
Fig. 6.2 Section A-A
6.3 Point Load Summary:Notes:
DLsys = 81 lbs./module -Base 2 repeat for larger width arrays.
Total DL = (Varies on location and ballast quantity)
SLm = 0 lbs./module
WLin (no snow) = 401 lbs./module
WLin (with snow) = 107 lbs./module
Max Total Load Per Base (lbs.)
load combinations (ASD)
Location Base
DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin)
South 1 27 87 39
Interior 2 58 179 82
2nd From North 3 55 176 79
North 4 35 95 47
Table 6.1-A Max Total Load per Base (lbs.)
Max Contact Pressure Table Per Base (psi)
load combinations (ASD)# of
Pads Location Base
DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin)
South 1 1 5 2
Interior 2 3 10 4
2nd From North 3 3 10 4
2
North 4 2 5 3
South 1 1 2 1
Interior 2 2 5 2
2nd From North 3 1 5 2
4
North 4 1 3 1
Table 6.1-B Max Point Load Summary (psi)
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7.0 Design Loads - Seismic:
Seismic Calculations per ASCE 7-16, Chapter 11 - Seismic Design Criteria
Chapter 13 - Requirements for Nonstructural Components
7.1 Seismic Load Data:
Site Class :D (Ref. Project Information)
Seismic Design Category :D (ASCE, Tables 11.6-1 and 11.6-2)
Short Period Spectral Resp. (5%) (Ss) :1.276 (Ref. Project Information)
1s Spectral Response (5%) (S1) :0.456 (Ref. Project Information)
Bldg. Seismic Imp. Factor (Ie) =1 (ASCE, Table 1.5-2)
Site Coefficient (Fa) =1.2 (ASCE, Table 11.4-1)
Site Coefficient (Fv) =1.8 (ASCE, Table 11.4-2)
Adj. MCE Spec. Resp. (Short) (Sms) =Fa*Ss =1.531 (ASCE, Eqn. 11.4-1)
Adj. MCE Spec. Resp. (1 sec.) (Sm1) =Fv*S1 =0.841 (ASCE, Eqn. 11.4-2)
Short Period Spectral Response (Sds) =2/3(Sms) =1.021 (ASCE, Eqn. 11.4-3)
One Second Spectral Response (Sd1) =2/3(Sm1) =0.561 (ASCE, Eqn. 11.4-4)
Component Seismic Imp. Factor (Ip) =1 (ASCE, Sec. 13.1.3)
Repsonse Modification Factor (Rp) =2.5 (ASCE, Table 13.6-1)
Amplification Factor (ap) =1 (ASCE, Table 13.6-1)
7.2 Seismic Design Equations:
* Frictional resistance due to the components weight may not be used to resist lateral forces caused by seismic loads.
05/24/2024
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PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
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1895 & 1995 S Standard
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7.0 Design Loads - Seismic (Cont.):
7.3 Lateral Seismic Force Check:
The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and array
shape all may come into play when determining their need. The table below provides the mechanical attachment requirements for
each sub-array within this project.
Nomenclature:
WP = Sub-Array Weight
FPL = Lateral Seismic Force
FRL = Lateral Seismic Resisting Force
Array Information Lateral Force Verification Results
Sub-
Array
Name
WP
(lbs.)
FPL
(lbs.)
FRL
(lbs.)
0.7 FPL -
FRL (lbs.)
MA's
Required
Total MA
Capacity
(lbs.)
MA's
Provided Acceptable
1.1 31,077 15,227 0 10,659 17 11,050 17 Yes
1.2 24,544 12,026 0 8,418 13 9,100 14 Yes
1.3 36,075 17,676 0 12,373 20 13,000 20 Yes
1.4 29,997 14,698 0 10,289 16 10,400 16 Yes
Totals:121,693 lbs 59,627 lbs.0 lbs.41,739 lbs.66 43,550 67
Table 7.1 -Summary of Mechanical Attachment Requirements
* MA's Required = 0.7 FPL-FRL/MA strength
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7.0 Design Loads - Seismic (Cont.):
7.4 Vertical Seismic Force Check:
Mechanical attachments may be required for several reasons including building code, roof load limits and array shape. The table
below provides the mechanical attachment requirements for each sub-array within this project.
Nomenclature:
WP = Sub-Array Weight
FPV = Vertical Seismic Force
FRV = Vertical Seismic Resisting Force
Array Information Vertical Force Verification Results
Sub-
Array
Name
WP
(lbs.)
FPV
(lbs.)
FRV
(lbs.)
0.7 FPV -
FRV (lbs.)
MA's
Required
Total MA
Capacity
(lbs.)
Total
MA's
Provided
Acceptable
1.1 31,077 6,345 18,646 -14,205 0 4,440 17 Yes
1.2 24,544 5,011 14,726 -11,219 0 3,520 14 Yes
1.3 36,075 7,365 21,645 -16,489 0 6,929 20 Yes
1.4 29,997 6,124 17,998 -13,711 0 5,405 16 Yes
Total:
121,693
lbs.24,845 lbs.73,016 lbs.-55,624 lbs.0 20,294 67
Table7.2 - Summary of Mechanical Attachment Requirements
* MA's Required = 0.7 FPV - FRV/MA strength
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Appendix A
Appendix A16
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix A17
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix A18
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix A19
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix A20
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix A21
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix A22
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix B
Appendix B
23
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix B
24
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix B
25
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix B
26
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix B
27
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix B
28
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
Appendix B
29
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1895 & 1995 S Standard
Ave1/7/2025
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the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
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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
1895 & 1995 S Standard
Ave1/7/2025
2
(1) #6 AWG CU THWN-2 EGC
(2) #10 AWG CU PV WIRE
DISTANCE: 100 FT, 0.53% VDROP
3
(1) #6 AWG CU THWN-2 EGC
(6) #10 AWG CU PV WIRE
FILL: 0.3397 IN^2
1" IMC ON STRUCTURES, 39% FILL
DISTANCE: 175 FT, 0.92% VDROP
4.1
(1) #6 AWG CU THWN-2 EGC
(1) #4 AWG CU THWN-2 NEUT
(3) #3/O AWG CU THWN-2
FILL: 0.9368 IN^2
2" EMT ON STRUCTURES, 28% FILL
DISTANCE: 10 FT, 0.05% VDROP
4.2
(1) #6 AWG CU THWN-2 EGC
(1) #6 AWG CU THWN-2 NEUT
(3) #1/O AWG CU THWN-2
FILL: 0.6579 IN^2
1.5" EMT ON STRUCTURES, 32% FILL
DISTANCE: 10 FT, 0.05% VDROP
6
(1) #2/O AWG CU THWN-2 EGC
(1) #250 MCM CU THWN-2 NEUT
(3) #250 MCM CU THWN-2
(2) PARALLEL RUNS
(2) CONDUITS, IN EACH:
FILL: 1.7038 IN^2
2.5" IMC ON STRUCTURES, 29% FILL
DISTANCE: 15 FT, 0.06% VDROP
1
(1) #6 AWG CU THWN-2 EGC
(2) #10 AWG CU PV WIRE
DISTANCE: 1 FT, 0.03% VDROP
5.1
(1) #2 AWG CU THWN-2 EGC
(1) #1/O AWG CU THWN-2 NEUT
(3) #250 MCM CU THWN-2
(2) PARALLEL RUNS
(2) CONDUITS, IN EACH:
FILL: 1.4923 IN^2
2.5" EMT ON STRUCTURES, 25% FILL
DISTANCE: 125 FT, 0.52% VDROP
(N) PV AC DISCONNECT 1
600VAC, 3P, 800A, NEMA 3R
W/ 500A FUSES, 65 kAIC
VISIBLE / LOCKABLE FOR UTILITY OPERATION (TO
BECOME MAIN SINGLE POINT OF DISCONNECT ONCE
NEW FUTURE MAIN SWITCHGEAR IS INSTALLED)
G
G
INV JBOX TYP
DC
DC
INV 1 - 120 kW
STRINGS 1 -3
110 MODULES
1
120
JBOX TYP
DC
DC
INV 1 - 120 kW
STRINGS 4-6
110 MODULES
(N) 200A/3P
500A
X1 TO
SYNGERGY
UNIT 138
(N) 150A/3P
G
G
INV JBOX TYP
DC
DC
INV 3 - 80 kW
STRINGS 1 -3
108 MODULES
3
80
JBOX TYP
DC
DC
INV 3 - 80 kW
STRINGS 4-6
113 MODULES
PER MODULE
PER STRING
JBOX TYP
DC
DC
INV 1 - 120 kW
STRINGS 7-9
110 MODULES
G
G
INV JBOX TYP
DC
DC
INV 2 - 120 kW
STRINGS 1 -3
108 MODULES
2
120
JBOX TYP
DC
DC
INV 2 - 120 kW
STRINGS 4-6
108 MODULES
JBOX TYP
DC
DC
INV 2 - 120 kW
STRINGS 7-9
110 MODULES
(N) 200A/3P
FAULT CURRENT CALCULATIONS:
*PER PLD SPEC 11A, CONFIRM ALUMINUM IS APPROVED WITH OWNER PRIOR TO
INSTALLATION.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
NOTES:
1. PROVIDE CONTINUOUS PATH FOR GROUND CONDUCTOR FROM THE INVERTER TO THE EXISTING MAIN SERVICE SWITCHBOARD
GROUND BUS. GROUNDING ELECTRODE CONDUCTOR TO SERVE AS EQUIPMENT GROUND. PROVIDE LAY-IN LUGS TO BOND ALL
EQUIPMENT ALONG THIS PATH TO THE GROUNDING ELECTRODE CONDUCTOR TO ALLOW FOR CONTINUOUS RUN.
TUSTIN MCAF:
COLD DESIGN TEMP = 2°C
HOT DESIGN TEMP = 31°C
PROJECT TOTAL
TOTAL SYSTEM SIZE: 425.345 kW DC, 392.445 kW ACcec
PANEL SPECS:
(877) HANWHA Q CELLS, Q.PEAK DUO XL-G10.3/BFG 485
MODULE AMPERAGE: 10.63 IMP, 11.16 ISC
MODULE VOLTAGE: 45.63 VMP, 53.63 VOC
TEMP. COEFFICIENTS OF Voc: -0.27%/°C
STC: 485W, PTC: 454.3 W
INVERTER SPECS:
(2) SOLAREDGE TECHNOLOGIES, SE120KUS [480V]
277/480V, 3PH, 4W, MAX OUTPUT CURRENT = 144.3A
CEC WEIGHTED EFFICIENCEY: 98.5%
(1) SOLAREDGE TECHNOLOGIES, SE80KUS [480V]
277/480V, 3PH, 4W, MAX OUTPUT CURRENT = 96.5A
CEC WEIGHTED EFFICIENCEY: 98.5%
OPTIMIZER/RAPID SHUTDOWN SPECS:
(439) SOLAREDGE PER P1101 OPTIMIZER
RATED INPUT DC POWER = 1101W
MAX OUTPUT CURRENT = 18A
MAXIMUM OUTPUT VOLTAGE = 80V
MAX SYSTEM VOLTAGE = 1,000V
SEE SPEC SHEET FOR ELECTRICAL PARAMETERS AND
WARRANTY INFO
KEY
PANELS PER
STRING
STRINGS PER SYNERGY UNIT
ARRAY
DC
DC
SOLAREDGE P1101
POWER OPTIMIZER
(2) MODULES PER
X2 TO SYNERGY UNIT X XX
X1 TO SYNERGY UNITXXX
(N) 800A PV SUB 1, 277/480V, 3PH, 4W
MLO, NEMA 3R, 42 kAIC
INTEGRATED DC
DISCONNECT, 1000VDC
INVERTER NUMBER
INVERTER SIZE (kW)
X
G
G
INV
XX
X2X3
COPPER OPTION:
COPPER OPTION:
ETHERNET CAT5E/CAT6 (1" EMT)
SERIAL/RS485 (1" EMT)
SE
R
I
A
L
/
R
S
4
8
5
(1
"
E
M
T
)
DA
I
S
Y
C
H
A
I
N
I
N
V
E
R
T
E
R
S
(N) DAS-1
MONITORING
CONTROL PANEL
WITH REVENUE
GRADE METER &
SOLAREDGE
COMMUNICATIONS
GATEWAY.
(N) METER 1
FACILITY
CONSUMPTION
METERSERIAL/RS485
24VDC
4W, 1G #12 AWG CU THWN-2 (1" EMT)
(N) 15A/3P
(N) 15A/2P
3W, 1G #12 AWG CU THWN-2 (1" EMT)
4W, 1G #12 AWG CU THWN-2 (1" EMT)
X2 TO
SYNGERGY
UNIT 1
36
X1 TO
SYNGERGY
UNIT 238
X2 TO
SYNGERGY
UNIT 2
36
X1 TO
SYNGERGY
UNIT 338
X2 TO
SYNGERGY
UNIT 3
36
X3 TO
SYNGERGY
UNIT 136
X3 TO
SYNGERGY
UNIT 236
X3 TO
SYNGERGY
UNIT 1 36
X2 TO
SYNGERGY
UNIT 238
SE
R
I
A
L
/
R
S
4
8
5
(1
"
E
M
T
)
DA
I
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C
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I
N
I
N
V
E
R
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R
S
PER INPUT:
G
X1 TO
SYNGERGY
UNIT 2
37
X1 TO
SYNGERGY
UNIT 338
X2 TO
SYNGERGY
UNIT 3
36
LINE SIDE TAP
NEC 705.12(A)(1)
(N) 15A/3P
MAX VOLTAGE DROP
MODULE TO OPTIMIZER = 0.03%
OPTIMIZER TO JBOX = 0.53%
JBOX TO INVERTER = 0.92%
INVERTER TO COMBINER = 0.06%
COMBINER TO AC DISCONENCT = 0.25%
AC DISCONENCT TO MAIN SERVICE = 0.03%
TOTAL = 1.82%
EX
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I
O
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L
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C
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R
I
C
A
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R
O
O
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IN
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R
I
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L
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A
L
R
O
O
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DC CONDUIT SCHEDULE:
(2) #10 AWG CU PV WIRE PER STRING
(1) #10 AWG CU THWN-2 EGC PER CONDUIT
#STRINGS FILL IMC SIZE/FILL % EMT SIZE/FILL% PVC SIZE/FILL%
1 0.1273 0.75"/22% 0.75"/24% 0.75"/31%
2 0.2335 1"/24% 1"/27% 1"/34%
3 0.3397 1"/35% 1"/39% 1.25"/27%
4 0.4459 1.25"/27% 1.25"/30% 1.25"/36%
35%
3xCT
ROGOWSKI
CT-M1
X1
MMMM
4000A BUS
(F) 2000A/3P
MAIN W/GFPGFP
(F) GROUND
SYSTEM
GRD
(F) MAIN SWITCHBOARD "MSA"
480/277V, 3PH, 4W, 100kAIC
(F) EV
CHARGERS
(F) EV
CHARGERS
(E) PANEL
"HHA"
(F) 600A/3P
MAIN
(F) 600A/3P
MAIN(F)
200AS
200AF
3P
2000A BUS
2000A BUS
(E) MAIN SWITCHBOARD "MS-B"
480/277V, 3PH, 4W, 65kAIC
CIRCUIT TO BE
ABANDONED IN
FUTURE (F)600A BUS
METER FOR
1995 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
(E) 600AF
(E) 600AT, 3P
(E)
DISTRIBUTION
PANEL "DP1"
METER FOR
1801 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
METER FOR
HHA TO BE
REMOVED BY
UTILITY IN THE
FUTURE
(E) 800AF
(E) 400AT, 3P
(F) 800AT, 3P
(E)
DISTRIBUTION
PANEL "DP2"
METER FOR
1895 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
(E) 800AS
(E) 600AF, 3P
UTILITY
SERVICE
(E) GROUND
SYSTEM
GRD
(E) MISC. LOADS
1895 S STANDARD AVE
SANTA ANA, CA 92707
METER# 259000-097541
1995 S STANDARD AVE
SANTA ANA, CA 92707
METER#259000-036083
(F) CONDUIT &
CONDUCTORS
FROM SEPARATE
PERMIT
NOTE: FUTURE EQUIPMENT (F) TO BE INSTALLED
AS PART OF A SEPARATE PERMIT. THIS
EQUIPMENT IS SHOWN FOR CLARITY ONLY.
SUBJECT TO CHANGE ON OTHER PERMIT.
RO
O
F
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P
EX
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M
(3) TWISTED
PAIR LEADS
(1" EMT)
(N) WEATHER
STATION 1 SERIAL/RS485
24VDC
(F) FUTURE EQUIPMENT
(N) SPACE FOR
(2) 150A/3P FOR
FUTURE
COMBINED
SYSTEM
(F) 1995 S
STANDARD
AVE METER
UT
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I
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Y
CU
S
T
O
M
E
R
(E) 800A SECTION (E) 800A
SECTION
NOTE: CABLE LIMITERS TO BE PROVIDED IF TAP
LENGTH IS GREATER THAN3
3
3
3
3
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
12" = 1'-0"1 Single Line Diagram System 1
WIRING CHART
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1 11.16 1.56 17 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2
2 18 1.25 23 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2
3 18 1.25 23 1 6 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 6
4.1 144.3 1.25 180 1 3 #3/O AWG CU THWN-2 #4 AWG #6 AWG 1 90 31 0 31 3
4.2 96.5 1.25 121 1 3 #1/O AWG CU THWN-2 #6 AWG #6 AWG 1 90 31 0 31 3
5.1 385.1 1.25 481 2 3 #250 MCM CU THWN-2 #1/O AWG #2 AWG 2 90 30 0 30 3
6 385.1 1.25 481 2 3 #250 MCM CU THWN-2 #250 MCM #2/O AWG 2 90 31 0 31 3
WIRE RATING CHART
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Derated Wire Rating <= Amps Max .
.
1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 17
1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 23
1 40 0.96 0.8 1 X 40A X 0.96 X 0.8 = 31 >= 23
1 225 0.96 1 1 X 225A X 0.96 X 1 = 216 >= 180
1 170 0.96 1 1 X 170A X 0.96 X 1 = 163 >= 121
2 290 1 1 2 X 290A X 1 X 1 = 580 >= 481
2 290 0.96 1 2 X 290A X 0.96 X 1 = 557 >= 481
TERMINATION...
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Term Amp
Rating
>=Amps Max
.
.
60 30 >=17
60 30 >=23
60 30 >=23
75 200 >=180
75 150 >=121
75 510 >=481
75 510 >=481
VOLTAGE DROP CHART
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10.63 91.26 1 0.03
18 850 100 0.53
18 850 175 0.92
144.3 480 10 0.05
96.5 480 10 0.05
385.1 480 125 0.52
385.1 480 15 0.06
*
* NOTE: ALL TERMINATIONS TO BE RATED TO 75°C OR MORE
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Revision to 20184604-05 (issued on 12/23/24)
Revision 1 #'s 20185423-24
APPROVALS:
ELECT - M. Smith
1895 & 1995 S Standard
Ave5/5/2025
2
(1) #6 AWG CU THWN-2 EGC
(2) #10 AWG CU PV WIRE
DISTANCE: 100 FT, 0.53% VDROP
3
(1) #6 AWG CU THWN-2 EGC
(6) #10 AWG CU PV WIRE
FILL: 0.3397 IN^2
1" IMC ON STRUCTURES, 39% FILL
DISTANCE: 175 FT, 0.92% VDROP
5.1
(1) #4 AWG CU THWN-2 EGC
(1) #2 AWG CU THWN-2 NEUT
(3) #250 MCM CU THWN-2
FILL: 1.3892 IN^2
2.5" EMT ON STRUCTURES, 24% FILL
DISTANCE: 125 FT, 0.52% VDROP
6
(1) #2 AWG CU THWN-2 EGC
(1) #250 MCM CU THWN-2 NEUT
(3) #250 MCM CU THWN-2
FILL: 1.6704 IN^2
2.5" IMC ON STRUCTURES, 29% FILL
DISTANCE: 15 FT, 0.06% VDROP
4
(1) #6 AWG CU THWN-2 EGC
(1) #6 AWG CU THWN-2 NEUT
(3) #1/O AWG CU THWN-2
FILL: 0.6579 IN^2
1.5" EMT ON STRUCTURES, 32% FILL
DISTANCE: 10 FT, 0.05% VDROP
1
(1) #6 AWG CU THWN-2 EGC
(2) #10 AWG CU PV WIRE
DISTANCE: 1 FT, 0.03% VDROP
INV JBOX TYP
DC
DC
INV 4 - 80 kW
STRINGS 1 -3
108 MODULES
4
JBOX TYP
DC
DC
INV 4 - 80 kW
STRINGS 4-6
108 MODULES
X3 TO
SYNGERGY
UNIT 136
PER MODULE
PER STRING
INV JBOX TYP
DC
DC
INV 5 - 80 kW
STRINGS 1 -3
108 MODULES
5
JBOX TYP
DC
DC
INV 5 - 80 kW
STRINGS 4-6
108 MODULES
FAULT CURRENT CALCULATIONS:
*PER PLD SPEC 11A, CONFIRM ALUMINUM IS APPROVED WITH OWNER PRIOR TO
INSTALLATION.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
FINAL 24" CONDUIT LENGTH TO
INVERTER IS LFMC TO FACILITATE
FUTURE INVERTER REPLACEMENT.
NOTES:
1. PROVIDE CONTINUOUS PATH FOR GROUND CONDUCTOR FROM THE INVERTER TO THE EXISTING MAIN SERVICE SWITCHBOARD
GROUND BUS. GROUNDING ELECTRODE CONDUCTOR TO SERVE AS EQUIPMENT GROUND. PROVIDE LAY-IN LUGS TO BOND ALL
EQUIPMENT ALONG THIS PATH TO THE GROUNDING ELECTRODE CONDUCTOR TO ALLOW FOR CONTINUOUS RUN.
TUSTIN MCAF:
COLD DESIGN TEMP = 2°C
HOT DESIGN TEMP = 31°C
PROJECT TOTAL
TOTAL SYSTEM SIZE: 209.52 kW DC, 193.313 kW ACcec
PANEL SPECS:
(432) HANWHA Q CELLS, Q.PEAK DUO XL-G10.3/BFG 485
MODULE AMPERAGE: 10.63 IMP, 11.16 ISC
MODULE VOLTAGE: 45.63 VMP, 53.63 VOC
TEMP. COEFFICIENTS OF Voc: -0.27%/°C
STC: 485W, PTC: 454.3 W
INVERTER SPECS:
(2) SOLAREDGE TECHNOLOGIES, SE80KUS [480V]
277/480V, 3PH, 4W, MAX OUTPUT CURRENT = 96.5A
CEC WEIGHTED EFFICIENCEY: 98.5%
OPTIMIZER/RAPID SHUTDOWN SPECS:
(216) SOLAREDGE PER P1101 OPTIMIZER
RATED INPUT DC POWER = 1101W
MAX OUTPUT CURRENT = 18A
MAXIMUM OUTPUT VOLTAGE = 80V
MAX SYSTEM VOLTAGE = 1,000V
SEE SPEC SHEET FOR ELECTRICAL PARAMETERS AND
WARRANTY INFO
KEY
PANELS PER
STRING
STRINGS PER SYNERGY UNIT
ARRAY
DC
DC
SOLAREDGE P1101
POWER OPTIMIZER
(2) MODULES PER
X2 TO SYNERGY UNIT X XX
X1 TO SYNERGY UNITXXX
INTEGRATED DC
DISCONNECT, 1000VDC
INVERTER NUMBER
INVERTER SIZE (kW)
X
G
G
INV
XX
COPPER OPTION:
ETHERNET CAT5E/CAT6 (1" EMT)
SERIAL/RS485 (1" EMT)
SE
R
I
A
L
/
R
S
4
8
5
(1
"
E
M
T
)
DA
I
S
Y
C
H
A
I
N
I
N
V
E
R
T
E
R
S
G
G80
G
G80
X3 TO
SYNGERGY
UNIT 236
X3 TO
SYNGERGY
UNIT 136
X3 TO
SYNGERGY
UNIT 236
PER INPUT:
MAX VOLTAGE DROP
MODULE TO OPTIMIZER = 0.03%
OPTIMIZER TO JBOX = 0.53%
JBOX TO INVERTER = 0.92%
INVERTER TO COMBINER = 0.06%
COMBINER TO AC DISCONENCT = 0.61%
AC DISCONENCT TO MAIN SERVICE = 0.06%
TOTAL = 2.21%
(N) PV AC DISCONNECT 2
600VAC, 3P, 400A MIN, NEMA 3R
W/ 250A FUSES, 65 kAIC
VISIBLE / LOCKABLE FOR UTILITY
OPERATION (TO BE REMOVED
WHEN SYSTEMS ARE COMBINED IN
THE FUTURE)
(N) 150A/3P
250A(N) 150A/3P
(N) 250A MIN PV SUB 2, 277/480V, 3PH, 4W
MLO, NEMA 3R, 42 kAIC
RO
O
F
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P
EX
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X2X3
COPPER OPTION:
(N) DAS-2
MONITORING
CONTROL PANEL
WITH REVENUE
GRADE METER &
SOLAREDGE
COMMUNICATIONS
GATEWAY.
(N) METER 2
FACILITY
CONSUMPTION
METERSERIAL/RS485
24VDC
4W, 1G #12 AWG CU THWN-2 (1" EMT)
3xCT
ROGOWSKI
CT-M1
(3) TWISTED PAIR LEADS (1" EMT)
(N) 15A/3P
(N) 15A/2P
3W, 1G #12 AWG CU THWN-2 (1" EMT)
4W, 1G #12 AWG CU THWN-2 (1" EMT)
G
#1/0 AWG CU MAIN
BONDING JUMPER
X1
LINE SIDE TAP
NEC 705.12(A)(1)
(N) 15A/3P
EX
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M MMM
4000A BUS
(F) 2000A/3P
MAIN W/GFPGFP
(F) GROUND
SYSTEM
GRD
(F) MAIN SWITCHBOARD "MSA"
480/277V, 3PH, 4W, 100kAIC
(F) EV
CHARGERS
(F) EV
CHARGERS
(E) PANEL
"HHA"
(F) 600A/3P
MAIN
(F) 600A/3P
MAIN(F)
200AS
200AF
3P
2000A BUS
2000A BUS
(E) MAIN SWITCHBOARD "MS-B"
480/277V, 3PH, 4W, 65kAIC
CIRCUIT TO BE
ABANDONED IN
FUTURE (F)600A BUS
(E) 600AF
(E) 600AT, 3P
(E)
DISTRIBUTION
PANEL "DP1"
(E) 800AF
(E) 400AT, 3P
(F) 800AT, 3P
(E)
DISTRIBUTION
PANEL "DP2"
(E) 800AS
(E) 600AF, 3P
UTILITY
SERVICE
(E) GROUND
SYSTEM
GRD
(E) MISC. LOADS
1895 S STANDARD AVE
SANTA ANA, CA 92707
METER# 259000-097541
1995 S STANDARD AVE
SANTA ANA, CA 92707
METER#259000-036083
(F) CONDUIT &
CONDUCTORS
FROM SEPARATE
PERMIT
NOTE: FUTURE EQUIPMENT (F) TO BE INSTALLED
AS PART OF A SEPARATE PERMIT. THIS
EQUIPMENT IS SHOWN FOR CLARITY ONLY.
SUBJECT TO CHANGE ON OTHER PERMIT.
(F) FUTURE EQUIPMENT
(F) 1995 S
STANDARD
AVE METER
METER FOR
1995 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
METER FOR
1801 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
METER FOR
HHA TO BE
REMOVED BY
UTILITY IN THE
FUTURE
METER FOR
1895 TO BE
REMOVED BY
UTILITY IN THE
FUTURE
UT
I
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I
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Y
CU
S
T
O
M
E
R
(E) 800A
SECTION
(E) 800A
SECTION
3
3
3
3
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
2/
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
12" = 1'-0"1 Single Line Diagram System 2
* NOTE: ALL TERMINATIONS TO BE RATED TO 75°C OR MORE
TERMINATION...
Te
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Term Amp
Rating
>=Amps Max
.
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60 30 >=17
60 30 >=23
60 30 >=23
75 150 >=121
75 255 >=241
75 255 >=241
VOLTAGE DROP CHART1
Vd
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10.63 91.26 1 0.03
18 850 100 0.53
18 850 175 0.92
96.5 480 10 0.05
193 480 125 0.52
193 480 15 0.06
WIRE RATING CHART1
Pa
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Derated Wire Rating <= Amps Max .
.
1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 17
1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 23
1 40 0.96 0.8 1 X 40A X 0.96 X 0.8 = 31 >= 23
1 170 0.96 1 1 X 170A X 0.96 X 1 = 163 >= 121
1 290 0.96 1 1 X 290A X 0.96 X 1 = 278 >= 241
1 290 0.96 1 1 X 290A X 0.96 X 1 = 278 >= 241
WIRING CHART1
Ca
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.
1 11.16 1.56 17 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2
2 18 1.25 23 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2
3 18 1.25 23 1 6 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 6
4 96.5 1.25 121 1 3 #1/O AWG CU THWN-2 #6 AWG #6 AWG 1 90 31 0 31 3
5.1 193 1.25 241 1 3 #250 MCM CU THWN-2 #2 AWG #4 AWG 1 90 31 0 31 3
6 193 1.25 241 1 3 #250 MCM CU THWN-2 #250 MCM #2 AWG 1 90 31 0 31 3
THIS DOCUMENT CONTAINS PROPRIETARY
INFORMATION. REPRODUCTION, DISCLOSURE, OR
USE WITHOUT SPECIFIC WRITTEN
AUTHORIZATION OF CONTRACTOR
IS STRICTLY FORBIDDEN.
DA
T
E
:
X_____________________________
SKYBRIDGE
RENEWABLES LLC
127 MAYFAIR ALISO VIEJO,
CA 92656
TEL: (949) 424-9320
2/
1
4
/
2
0
2
5
1
2
:
5
0
:
3
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SKYBRIDGE RENEWABLES LLC
C10 - 1112028
10/31/2025
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1895 & 1995 S Standard
Ave5/5/2025