HomeMy WebLinkAbout1411 N Durant St - PlanD:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
LEGEND AND ABBREVIATIONS
DISCLAIMER: PLEASE NOTE THAT THE ABBREVIATIONS, ANNOTATIONS, AND SYMBOLS LISTED ARE
INTENDED TO ILLUSTRATE THOSE THAT ARE COMMONLY USED; NOT ALL ARE NECESSARILY
UTILIZED WITHIN THIS SET OF DRAWINGS.
ATTIC VENT
FLUSH ATTIC VENT
PVC PIPE VENT
SATELLITE DISH
T-VENT
CHIMNEY
FIRE SETBACKS
METAL PIPE VENT
HARDSCAPE
PROPERTY LINEPL
MAIN PANEL & SUB
PANELS
INVERTER(S) WITH
INTEGRATED DC
DISCONNECT AND AFCI
GENERAL LOCATION OF
EQUIPMENT
METER SOCKET &
DISCONNECTS
PV LOAD CENTER
BESS
(IF APPLICABLE)
GENERAL NOTES
VICINITY MAP
AMPERE
ALTERNATING CURRENT
AC DISCONNECT
AMERICANS WITH DISABILITIES ACT
AVAILABLE FAULT CURRENT
AMERICAN SOCIETY FOR TESTING AND MATERIALS
BATTERY ENERGY STORAGE SYSTEM
BUILDING
CLEAR
CARPORT, NEW
CONCRETE
CONDITIONS OF USE
CARPORT, RETROFIT
DIRECT CURRENT
DIAMETER
DISTANCE
EQUAL
EQUIPMENT GROUNDING CONDUCTOR
EXISTING
EACH
ELECTRICAL METALLIC TUBING
GALVANIZED
GROUNDING ELECTRODE CONDUCTOR
GROUND
HOT DIPPED GALVANIZED
CURRENT
CURRENT AT MAX POWER
INVERTERS
SHORT CIRCUIT CURRENT
KILOVOLT AMPERE
KILOWATT
KILOWATT-HOUR
LOAD BEARING WALL
MAXIMUM
MINIMUM
NEW
NATIONAL ELECTRIC CODE
NOT IN CONTRACT
NOT TO SCALE
ON CENTER
OVERCURRENT PROTECTION
POWER CONTROL SYSTEM
PROPERTY LINES
PHOTOVOLTAIC
POLYVINYL CHLORIDE
ROOF, BALLAST
ROOF, FLUSH MOUNT
SCHEDULE
SQUARE INCHES
STAINLESS STEEL
SEE STRUCTURAL DRAWINGS
STANDARD TESTING CONDITIONS
TYPICAL
UNLESS OTHERWISE NOTED
UNINTERRUPTIBLE POWER SUPPLY
VERIFY IN FIELD
VOLT
VOLTAGE AT MAX POWER
VOLTAGE AT OPEN CIRCUIT
WATT
NEMA 3R, RAINTIGHT
A
AC
ACDS
ADA
AFC
ASTM
BESS
BLDG
CLR
CN
CONC
C.O.U
CR
DC
DIA
DIST
EQ
EGC
(E)
EA.
EMT
GALV
GEC
GND
HDG
I
Imp
INVS
Isc
kVA
kW
kWh
LBW
MAX
MIN
(N)
NEC
NIC
NTS
OC
OCP
PCS
PL
PV
PVC
RB
RF
SCH
SQ. IN.
SS
SSD
STC
TYP
UON
UPS
VIF
V
Vmp
Voc
W
3R
ABBREVIATIONS
DESIGN WIND SPEED: 96 MPH
EXPOSURE: B
SNOWLOAD: 0 PSF
WEATHER STATION: POLARIS DATA
DESIGN LOW TEMP: -2°C
2% DRY BULB: 38°C
SDS: 1.045
MOUNTING PLANE HEIGHT(S): 40/ 45 FT
BUILDING STORIES: 4
CONSTRUCTION TYPE: V
OCCUPANCY GROUP: R-2
AUTOMATIC FIRE SPRINKLERS: No
PROJECT INFORMATION
RAIL
STANDOFFS &
FOOTINGS
SOLAR MODULES
AERIAL MAP
SITE NOTES:
·A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS.
·THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH STORAGE BATTERIES.
·THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS.
·PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION NEC 110.26.
·ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S
INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT THE BUILDING OR STRUCTURE.
·NO CHANGE TO PARKING OR STRIPING
·PV MODULES ARE TYPE I FIRE RATED AND THE CARPORT STRUCTURE IS OPEN AIR AND NON-HABITABLE.
EQUIPMENT LOCATIONS:
·ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY NEC 110.26.
·WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C) AND
NEC TABLES 310.15 (B)(1) AND 310.15 (B)(2) IF RACEWAYS ARE < 7/8" ABOVE THE ROOF.
·JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES ACCORDING TO NEC 690.34.
·ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT.
·ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL ACCORDING TO NEC APPLICABLE CODES.
·ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR USAGE WHEN APPROPRIATE.
STRUCTURAL NOTES:
·RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TO CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED SPACE
BETWEEN MODULES, AND RAILS MUST ALSO EXTEND A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAY/SUBARRAY, ACCORDING TO RAIL
MANUFACTURER’S INSTRUCTIONS.
·JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED & SEALED PER LOCAL
REQUIREMENTS.
·ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED
CONTRACTOR.
·ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER.
·WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE STAGGERED AMONGST THE ROOF FRAMING MEMBERS.
DISCONNECTION AND OVER-CURRENT PROTECTION NOTES:
·DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE CONNECTED TO
THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THE UPPER TERMINALS).
·DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH.
·DC DISCONNECT INTEGRATED INTO ROOFTOP DC COMBINER OR INSTALLED WITHIN 6 FT, ACCORDING TO NEC 690.15(B).
·ALL PV CIRCUITS LOCATED OUTSIDE THE ARRAY BOUNDARY OR MORE THAN 3 FT FROM THE POINT OF ENTRY INSIDE A BUILDING SHALL BE LIMITED TO NOT
MORE THAN 30 VOLTS WITHIN 30 SECONDS, CIRCUITS INSIDE THE ARRAY BOUNDARY OR NOT MORE THAN 3 FT FROM THE POINT OF PENETRATION SHALL BE
LIMITED TO NOT MORE THAN 80 VOLTS UPON RAPID SHUT-DOWN INITIATION PER 690.12.
·ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8, 690.9, AND 240.
WIRING & CONDUIT NOTES:
·ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE
REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING.
·CONDUCTORS SIZED ACCORDING TO NEC 690.8, NEC 690.7.
·ALL CONDUIT MUST ACCOUNT FOR ENVIRONMENTAL CONDITIONS AND THERMAL EXPANSIONS ACCORDING TO NEC 300.7.
·PV WIRE BLACK WIRE MAY BE FIELD-MARKED BY MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR CODING, MARKING TAPE,
TAGGING, OR OTHER APPROVED MEANS.
·MODULE WIRING SHALL BE LOCATED AND SECURED UNDER THE ARRAY.
·RACKING, MID CLIPS, END CLIPS, AND MODULES UL2703 LISTED
·ACCORDING TO NEC 200.7, SYSTEMS DC CONDUCTORS COLORED OR MARKED AS FOLLOWS:
···DC POSITIVE- RED, OR OTHER COLOR EXCLUDING WHITE, GRAY AND GREEN
···DC NEGATIVE- BLACK, OR ANY COLOR EXCLUDING WHITE, GRAY AND GREEN
·AC CONDUCTORS COLORED OR MARKED AS FOLLOWS:
···PHASE A OR L1- BLACK
···PHASE B OR L2- RED, OR OTHER CONVENTION IF THREE PHASE
···PHASE C OR L3- BLUE, YELLOW, ORANGE*, OR OTHER CONVENTION
···NEUTRAL- WHITE OR GRAY
*IN 4-WIRE DELTA CONNECTED SYSTEMS THE PHASE WITH HIGHER VOLTAGE TO BE MARKED ORANGE [NEC 110.15].
CODES AND STANDARDS
SHEET INDEXBILL OF MATERIALS
NEW PV SYSTEM:
ON ROOF, AND BALLASTED
44.28 kWp (DC), 34.6 kWp (AC), 40.64 CEC kWp (AC)
ROSS & DURANT I
1411 N DURANT ST, SANTA ANA, CA 92706, USA
APN #: 398-522-25
BUILDING: IBC 2024
LOCAL BUILDING: CBC 2025
OCCUPANCY GROUP: R-2
ELECTRICAL: NEC 2023
LOCAL ELECTRICAL: CEC 2025
FIRE: CFC 2025
AHJ: CA-CITY SANTA ANA
UTILITY: SCE
SOLAR MODULES
SOLLEGA TRAY
MODULES:
(108) QCELLS NORTH AMERICA Q.PEAK DUO BLK ML-G10.C+ 410
OPTIMIZERS:
(108) SOLAREDGE U650
INVERTERS:
(2) SOLAREDGE SE17.3KUS [208V] [SI1-SB]
MONITORING:
(1) CELL-B-R05-US-S-S4
RACKING:
FLUSH ROOF: ULTRAFOOT RAFTER - 1 LAG
FLAT ROOF: SOLLEGA FR510
C100 : COVERSHEET
E100 : ELECTRICAL SITE PLAN
E200 : ELECTRICAL PLAN VIEWS
E300 : ELECTRICAL STRINGING
E400 : ELECTRICAL DETAILS
E401 : ELECTRICAL DETAILS
E500 : ELECTRICAL NOTES
E600 : ONELINE DIAGRAM POI-1
E800 : WARNING LABELS
E810 : SITE PLACARDS
S100 : STRUCTURAL SITE PLAN
S200 : STRUCTURAL ARRAY DETAIL
S300 : STRUCTURAL SIDE SECTIONS
S400 : STRUCTURAL ATTACHMENT DETAILS
S401 : STRUCTURAL ATTACHMENT DETAILS
R100 : REFERENCE SHEETS
R101 : REFERENCE SHEETS
R102 : REFERENCE SHEETS
R103 : REFERENCE SHEETS
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
COVER SHEET
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
C100
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
12-31-26
1411 N DURANT ST,
SANTA ANA, CA
92706, USA
POI
PO
I
PO
I
PO
I
PO
I
POI POI POI POI POI POI POI POI
PO
I
PO
I
PO
I
PO
I
POIPOIPOIPOIPOIPOI
BLDG 1411
PERIMETER SETBACKS (4' TYP)
N
D
U
R
A
N
T
S
T
PL
PL
PL
PL
PL
PL
PL
PL
PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
RB01
TL: 10° AZ: 180°
RB02
TL: 10° AZ: 180°
RF01
TL: 30° AZ: 0°
RF02
TL: 30° AZ: 180°
RF03
TL: 30° AZ: 180°
RF04
TL: 30° AZ: 0°
S200
A
APN #: 398-522-25
(N) SOLAR CANOPY
STRUCTURAL COLUMN
DOWN SLOPE
FLUSH FOOTING
RAIL
LEGEND
ATTIC VENT
FLUSH ATTIC VENT
PVC PIPE VENT
SATELLITE DISH
T-VENT
CHIMNEY
FIRE SETBACKS
METAL PIPE VENT
HARDSCAPE
PROPERTY LINEPL
PITCH
2°
X
XX
DETAIL CUT
SHEET NUMBER
X
XX
SECTION CUT
SHEET NUMBER
GENERAL NOTES
·ALL WORK SHALL COMPLY WITH ALL STATE AND
LOCAL CODES AND ANY OTHER REGULATING
AUTHORITIES WHICH HAVE AUTHORITY OVER
ANY PORTION OF THE WORK.
·DRAWINGS HAVE BEEN DETAILED IN
COMPLIANCE WITH UL LISTING REQUIREMENTS,
OSFM SOLAR PHOTOVOLTAIC INSTALLATION
REQUIREMENTS, AND BUILDING CODES FOR
THE MATERIALS SPECIFIED. PRIOR TO
COMMENCEMENT OF ANY WORK, THE
CONTRACTOR SHALL VERIFY EXISTING
CONDITIONS AND NOTIFY THE DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE
FROM SUNRUN OF ANY DISCREPANCIES. ANY
WORK PERFORMED IN CONFLICT WITH THE
CONTRACT DOCUMENTS SHALL BE CORRECTED
AT THE SUBCONTRACTORS SOLE EXPENSE.
·SUBCONTRACTOR INITIATED CHANGES SHALL
BE SUBMITTED IN WRITING TO SUNRUN FOR
APPROVAL BEFORE MAKING ANY CHANGES OR
DEVIATION FROM PLANS BEFORE WRITTEN
APPROVAL FROM SUNRUN PLACES LIABILITY
ON THE SUBCONTRACTOR.
·ALL EQUIPMENT SHALL BE MOUNTED AS
SHOWN. WHERE DETAILS ARE NOT PROVIDED,
CONTRACTOR SHALL USE STANDARD
CONSTRUCTION PRACTICES.
·ALL SURFACES SHALL BE PATCHED AND
PAINTED AROUND NEW DEVICES AND
EQUIPMENT TO MATCH EXISTING FINISHES.
ANY METAL SHAVINGS FROM SITE WORK SHALL
BE CLEANED FROM ALL SURFACES WHERE
OXIDIZED OR CONDUCTIVE METAL SHAVINGS
MY CAUSE RUST, ELECTRICAL SHORT CIRCUITS,
OR OTHER DAMAGE.
·BEAMS OR PURLINS SHALL NOT BE DRILLED
UNLESS AUTHORIZED OR SHOWN IN THE
DRAWINGS.
·APPROVALS FROM BUILDING INSPECTORS
SHALL NOT CONSTITUTE AUTHORITY TO
DEVIATE FROM THE DRAWINGS.
·NO CHANGE TO PARKING OR STRIPING LAYOUT.
·IT IS THE RESPONSIBILITY OF THE INSTALLER
TO ENSURE THAT RACKING SYSTEMS ARE
BUILT PER THE INSTALLATION MANUAL AND
MEET ALL LOCAL BUILDING CODES. IT IS ALSO
THE RESPONSIBILITY OF THE INSTALLER TO
CHECK THE BUILDING FOR STRUCTURAL
ADEQUACY AND MAKE THE FINAL
DETERMINATION ON CONTINUOUS ARRAY
LENGTH TO ACCOUNT FOR THERMAL
EXPANSION AND CONTRACTION OF THE
SYSTEM.
·FOR BALLASTED RACKING THE CONTRACTOR
SHALL FIELD VERIFY THE ROOF IS SLOPED AT
1/4" PER FOOT OR MORE TO LIMIT EFFECTS OF
PONDING. IF ROOF SLOPE IS LESS THAN 1/4"
PER FOOT, THE CONTRACTOR SHALL NOTIFY
THE SEOR AND/OR SUNRUN PRIOR TO MOVING
FORWARD WITH CONSTRUCTION.
CARPORT FOOTING
XX##
TL: ##° AZ: ###°
ROOF IDENTIFIER
MOUNTING INDEX
MOUNTING TYPE
TILT
AZUMUTH
ROOF FRAMING
RAIL
STANDOFFS &
FOOTINGS
SOLAR MODULES SOLAR MODULES
SOLLEGA TRAY
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
STRUCTURAL PLAN
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
S100
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
SCALE: 1/8" = 1'-0"
REVIEWED FOR STRUCTURAL
1/21/26
(N) SOLAR CANOPY
STRUCTURAL COLUMN
LEGEND
ATTIC VENT
FLUSH ATTIC VENT
PVC PIPE VENT
SATELLITE DISH
T-VENT
CHIMNEY
FIRE SETBACKS
METAL PIPE VENT
HARDSCAPE
PROPERTY LINEPL
CLAMPING ZONES
XX##
TL: ##° AZ: ###°
ROOF IDENTIFIER
MOUNTING INDEX
MOUNTING TYPE
TILT
AZUMUTH
DOWN SLOPE
FLUSH FOOTING
RAIL
PITCH
2°
CARPORT FOOTING
Q.PEAK DUO BLK ML-G10.C+ 410
[DCC]
LANDSCAPE CLAMP ZONE
0.79" TO 7.87"
0.8
18.9
19.7
Q.PEAK DUO BLK ML-G10.C+ 410
[DCC]
PORTRAIT CLAMP ZONE
0.79" TO 19.7"
0.8
7.1
7.9
ROOF FRAMING
MAX DISTRIBUTED LOAD: 3 PSF
SNOW LOAD: 0 PSF
WIND SPEED: 96 MPH
LAG SCREWS:
5/16"x3.5": 2.5" MIN EMBEDMENT
NOTE:
INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND
SLOPED SPANS, AND NOTIFY E.O.R. OF ANY
DISCREPANCIES BEFORE PROCEEDING.
ADDITIONAL DETAILS
WINDZONES
RAIL
STANDOFFS &
FOOTINGS
SOLAR MODULES SOLAR MODULES
SOLLEGA TRAY
RB01
TL: 10° AZ: 180°
RB02
TL: 10° AZ: 180°
RF01
TL: 30° AZ: 0°
RF02
TL: 30° AZ: 180°
RF03
TL: 30° AZ: 180°
RF04
TL: 30° AZ: 0°
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
STRUCTURAL DETAIL
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
S200
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
SCALE: 1/8" = 1'-0"
BLDG 1411 DETAILS • POI-1A
POI-1 ROOF SCHEDULE
BLDG LABEL RACKING TILT (DEG)AZIMUTH
(DEG)
BUILDING
HEIGHT (FT)
MODULE
COUNT
MODULE AREA (SQFT)KW DC
1411 RB01 FIXED TILT 10°180°40 52 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]1098.3 21.32
1411 RB02 FIXED TILT 10°180°40 48 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]1013.8 19.68
1411 RF01 FLUSH MOUNT 30°0°45 2 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]42.2 0.82
1411 RF02 FLUSH MOUNT 30°180°45 2 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]42.2 0.82
1411 RF03 FLUSH MOUNT 30°180°45 2 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]42.2 0.82
1411 RF04 FLUSH MOUNT 30°0°45 2 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]42.2 0.82
Totals 108 2280.9000 44.2800
150'
85
'
-
1
1
"
5'-8"4'
-
2
"
5'
-
9
"
4'-7"
4'
-
5
"
5'
-
1
1
"
4'
6'
-
9
"
6'
-
1
1
"
BLDG 1411
B
S3
0
0
A
S300
6' TYP
REVIEWED FOR STRUCTURAL
1/21/26
S400
C
NOTE: DETAILS ARE APPROXIMATE AND
ARE FOR SCHEMATIC PURPOSES ONLY
FINISHED GRADE
45
'
M
E
A
N
R
O
O
F
HE
I
G
H
T
SOLAR MODULE
5'-5 1/2" (TYP.)
3'-5 1/2" (TYP.)
3/4"
6 7/8" (TYP.)
(N) ULTRAFOOT RAFTER - 1 LAG ATTACHMENT
A STRUCTURAL SIDE SECTIONS - ULTRAFOOT
NTS
30°
(E) LBW
(E) CARPENTER
TRUSS
SOLAR MODULE
SOLLEGA FR510
4"X8"X16" BALLAST BLOCK (TYP)
PA
R
A
P
E
T
ROOF STRUCTURE
40
'
BU
I
L
D
I
N
G
HE
I
G
H
T
FINISHED GRADE
S401
A
NOTE: DETAILS ARE APPROXIMATE AND
ARE FOR SCHEMATIC PURPOSES ONLY
3'-3" (TYP.)
11
7/8"-1"
FIRE SETBACK
B STRUCTURAL SIDE SECTION - BALLASTED
NTS
10.0°7 5
16"
1'-17
8"
ROOF ANCHOR (TYP.)
RACKING SPAN TABLES
MAX ATTACHMENT SPACING MAX CANTILEVER GENERAL
ZONE 1 ZONE 2 ZONE 3 ZONE 1 ZONE 2 ZONE 3 ARRAY PITCH BUILDING HEIGHT ORIENTATION
72 48 48 27 24 22 30 45 PORTRAIT
72 48 48 27 24 22 30 45 LANDSCAPE
72 48 48 27 24 22 30 45 PORTRAIT
NOTE: SPAN TABLES ARE BASED ON 5/16“Ø LAG SCREW WITH AND EFFECTIVE EMBEDMENT OF 2-1/2“ INTO DOUGLAS FIR SUBSTRATE. INSTALLATIONS INTO ALTERNATE SUBSTRATES THE SPAN LENGTHS IDENTIFIED IN THE “SPAN TABLES“
SHALL BE REDUCED ACCORDING TO THE MORE RESTRICTIVE FORMULAS PROVIDED ON PAGE 3 OF THE SNAPNRACK REPORT # 2017-03227.11
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
STRUCTURAL SIDE SECTIONS
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
S300
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
C
REVIEWED FOR STRUCTURAL
1/21/26
ULTRAFOOT FLIP CLAMP
TAPPED
ULTRAFOOT FLIP CLAMP
THRU
ULTRAFOOT BASE
ANCHOR
ULTRA RAIL SPRING
3.750
5/16"∅-18 X 1", SS
BOLT, WIDE FLANGE, RECESSED
BUTYL PAD
2.180
EXPLODED
TOP
ROOF RAFTER, TYP.
RAFTER ATTACHMENT DETAIL
SECTION VIEW
ROOF DECKING, TYP.
MIN 2 1/2"
EMBEDMENT
MODULE HEIGHT MAX:
UR-40 = 4 1/2"
UR-45 = 4 1/2"
UR-60 = 5 1/8"
(X1) 5/16"∅ S.S. LAG SCREW
ULTRAFOOT
ANCHOR
SNAPNRACK, ULTRA RAIL
FASTENER HEIGHT
OFF ROOF:
5/16"
C SNAPNRACK, ULTRA RAIL ULTRAFOOT
NTS
SNAPNRACK, ULTRA RAIL
FASTENER CONFIGURATIONS
(X2) DECK ANCHOR
INTO WOOD DECK
COMP SHINGLE ROOFING, TYP
FASTENER HEIGHT
OFF ROOF:
5/16"
MODULE HEIGHT, MAX:
UR-40 = 4 1/2"
UR-45 = 4 1/2"
UR-60 = 5 1/8"
(X2) DECKANCHORS
INTO WOOD DECK
(X1) LAG INTO
RAFTER
ROOF DECKING, TYP
MIN DECK THICKNESS:
PLYWOOD: 15/32"
OSB 7/16"
DECK ATTACHMENT DETAIL
SECTION VIEW
UR-40 RAIL | UR-45 RAIL | UR-60 RAIL
FOR USE WITH SNAPNRACK ULTRA SERIES RAILS
2 1 4"
1 1 2"
1 1 2"
1 5 8"1 3
4 "
1 1 2"
FOR SNAPNRACK ENGINEERING TO APPLY, THE EMBEDMENT
CRITERIA SHOWN HEREIN MUST BE MET (IF CRITERIA CANNOT
BE MET OR SPANS ARE NOT SUFFICIENT, CONTACT SNAPNRACK
FOR SUPPORT):
REFER TO SNAPNRACK INSTALLATION MANUAL FOR 5/16"Ø
HARDWARE TORQUE SPECIFICATIONS. REFER TO
MANUFACTUER SPECIFICATIONS FOR OTHER FASTENER TORQUE
REQUIREMENTS.
B REDUCED SPACING AND OVERHANG DETAIL
NTS
NOTE: IF ARRAY (EXCLUDING SKIRT) IS
WITHIN 12" BOUNDARY REGION OF ANY
ROOF PLANE EDGES (EXCEPT VALLEYS),
THEN ATTACHMENTS NEED TO BE ADDED
AND OVERHANG REDUCED WITHIN THE
12" BOUNDARY REGION ONLY AS
FOLLOWS:
·ALLOWABLE ATTACHMENT SPACING
INDICATED ON PLANS TO BE
REDUCED BY 50% (REFER TO TABLE
ABOVE)
·ALLOWABLE OVERHANG INDICATED
ON PLANS TO BE 1/5TH OF
ALLOWABLE ATTACHMENT SPACING
INDICATED ON PLANS (REFER TO
TABLE ABOVE)
12" BOUNDARY
12" SETBACK DOES
NOT APPLY TO
VALLEYS
48" BOUNDARY
·ALLOWABLE ATTACHMENT
SPACING INDICATED ON PLANS
TO BE REDUCED BY 50% (REFER
TO TABLE ABOVE)
·ALLOWABLE OVERHANG
INDICATED ON PLANS TO BE
1/5TH OF ALLOWABLE
ATTACHMENT SPACING
INDICATED ON PLANS (REFER TO
TABLE ABOVE)
PITCHED/SLOPED ROOFS - REDUCED SPACING AND OVERHANG DETAIL FOR
12" BOUNDARY REGION
FLAT ROOFS - REDUCED SPACING AND OVERHANG DETAIL FOR 48"
BOUNDARY REGION
D ULTRA RAIL MID CLAMP
NTS
1.
4
1
1.57
1.29
1.
3
3
.9
4
1
1.75
.1
9
.33
1.
4
8
.57
SNAPNRACK ULTRA END CLAMP,
FITS 30MM - 46MM MODULE HEIGHTS
"RAIL END OVERHANG"
DISTANCE FROM RAIL END
TO OUTER ROOF ATTACHMENT CENTER.
NOT TO EXCEED 34% OF ALLOWABLE SPAN
STRUCTURAL MEMBER
"RAIL SPAN" DISTANCE BETWEEN
CENTERS OF TWO ROOF ATTACHMENTS
DETAIL A:
SNAPNRACK, ULTRA RAIL END CLAMP
BA
SNAPNRACK ULTRA MID CLAMP,
FITS 30MM - 46MM MODULE HEIGHTS
SNAPNRACK, ULTRA RAIL
PV MODULE, TYP.
SNAPNRACK, ULTRA RAIL
DETAIL B:
SNAPNRACK, ULTRA RAIL MID CLAMP
DETAIL C:
PV MODULE FRAME, TYP.
SNAPNRACK, UNIVERSAL END CLAMP.
MODULE HEIGHT AGNOSTIC AND
HIDDEN BENEATH MODULES
SNAPNRACK, ULTRA RAIL
SNAPNRACK, UNIVERSAL END CLAMP
C
PV MODULE, TYP.
3 4" MODULE SPACING
PV MODULE, TYP.
SNAPNRACK, ULTRA RAIL
OVERVIEW OF THE SNAPNRACK ULTRA RAIL
SYSTEM INSTALLED ON A TYPICAL ROOF
REFER TO SPECIFIC "ATTACHMENT DETAIL"
FOR DETAILS ON ATTACHING AND
WATERPROOFING THE VARIOUS
SNAPNRACK ROOF ATTACHMENT PRODUCTS
REFER TO SPECIFIC "COMPONENT DETAIL"
FOR DETAILS ON VARIOUS SNAPNRACK
ACCESSARY AND COMPONENT PRODUCTS
BOTH THE SNAPNRACK, UNIVERSAL END
CLAMP AND SNAPNRACK, ADJUSTABLE END
CLAMP CAN BE USED ON END MODULES
MODULES MAY BE CLAMPED ON SHORT OR
LONG SIDE PER MODULE MANUFACTURER
REQUIREMENTS
RAILS MAY BE MOUNTED UP/DOWN OR
ACROSS THE SLOPE OF THE ROOF
REFER TO SNAPNRACK INSTALLATION
SPECIFICATIONS
SNAPNRACK, ADJUSTABLE
END CLAMP. SELECT TO
MATCH MODULE HEIGHT
PV MODULE, TYP.
MANUAL FOR 5/16" Ø HARDWARE TORQUE
SNAPNRACK, MID CLAMP.
SELECT TO MATCH MODULE HEIGHT
"MODULE OVERHANG"
SNAPNRACK, ULTRA RAIL DISTANCE FROM RAIL SIDE TO MODULE EDGE.
NOT TO EXCEED 25% OF MODULE LENGTH OR
MODULE MANUFACTURER RECOMMENDATIONS
SNAPNRACK, ULTRA RAIL
END CAP, OPTIONAL
ROOFING MATERIAL,
COMP SHINGLE SHOWN, TYP.
ROOF SHEATHING AND
UNDERLAYMENT MATERIAL, TYP.
STRUCTURAL MEMBER,
WOODEN RAFTER SHOWN, TYP.
SNAPNRACK ROOF ATTACHMENT, VAIRES WITH
ROOF TYPE. REFER TO SPECIFIC "ATTACHMENT DETAIL"
FOR ATTACHMENT & WATERPROOFING DETAILS
BIN:
ALL
A ULTRA RAIL, SYSTEM OVERVIEW ULTRA MIDS & ENDS
NTS
UR-40 RAIL | UR-45 RAIL | UR-60 RAIL
FOR USE WITH SNAPNRACK ULTRA SERIES RAILS
2 1 4"
1 1 2"
1 1 2"
1 5 8"1 3
4 "
1 1 2"
.60 1.50
1.56 .29
35°
54°.96
.90
FLANGE LENGTH
(FLAT SURFACE)
.39 - 1.21
[10.0 - 30.7]
FLANGE THICKNESS
.05 - .10
[1.2 - 2.5]
MIN BOX WIDTH
.22
[5.5]
MODULE FRAME GEOMETRY REQUIREMENTS
.85
E ULTRA RAIL UNIVERSAL END CLAMP
NTS
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
RACKING ATTACHMENT
DETAILS
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
S400
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
REVIEWED FOR STRUCTURAL
1/21/26
D MECHANICAL ANCHOR DETAIL
1-1/2" = 1'-0"C CLAMP DETAIL
6" = 1'-0"
B SOLLEGA FAST RACK 510 (FR510)
1-1/2" = 1'-0"
S40X
C
S40x
D
A SOLLEGA FR510 MODULE ATTACHMENT DETAIL
1-1/2" = 1'-0"
NOTE: THE BALLAST BLOCKS OR ROOF PAVERS SHOULD HAVE DIMENSIONS OF 16” X 8” X 4” WITH A WEIGHT OF 27
TO 33 LBS. PAVERS SHOULD HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 3000 PSI FOR
FREEZE/THAW RESISTANCE OR MUST COMPLY WITH ASTM DESIGNATION C1491 – 01A.
E EXAMPLE BALLAST ARRANGEMENT
1-1/2" = 1'-0"
1.9461
10.80"
30.51"
52.49"
12.35"
28.95"
54.04"
4.82"
26.80"
3.27"
28.36"
12.36"
10.80"
REPRESENTS A PANEL NOT ON THE
EAST OR WEST EDGE OF A ROW
REPRESENTS A PANEL ON THE
EAST OR WEST EDGE OF A ROW
(SYMMETRIC)
REPRESENTS A PANEL NOT ON THE
EAST OR WEST EDGE OF A ROW WITH
ADDITIONAL BALLAST SUPPORT
F SOLLEGA FASTRACK510 CLAMP LOCATIONS - 10°
NTS
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
RACKING ATTACHMENT
DETAILS
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
S401
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
REVIEWED FOR STRUCTURAL
1/21/26
1411 N DURANT ST,
SANTA ANA, CA
92706, USA
POI
PO
I
PO
I
PO
I
PO
I
POI POI POI POI POI POI POI POI
PO
I
PO
I
PO
I
PO
I
POIPOIPOIPOIPOIPOI
BLDG 1411
PERIMETER SETBACKS (4' TYP)
N
D
U
R
A
N
T
S
T
PL
PL
PL
PL
PL
PL
PL
PL
PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
RB01
TL: 10° AZ: 180°
RB02
TL: 10° AZ: 180°
RF01
TL: 30° AZ: 0°
RF02
TL: 30° AZ: 180°
RF03
TL: 30° AZ: 180°
RF04
TL: 30° AZ: 0°
POI-1
AC-1.1
AC-1.2LC-1.1
INV-1.1
INV-1.2
(N) SCE PV PRODUCTION METER
REF MTR #: 256000-104144
ADDR: 1411 N DURANT ST SOMAH1
E300
A
E200
D
APN #: 398-522-25
POINT OF INTERCONNECTION
SEE WARNING LABEL DETAIL 1/E700
PV AC DISCONNECT
SEE WARNING LABEL DETAIL 2/E700
AC DISCO #
LOAD CENTER
SEE WARNING LABEL DETAIL 6 & 7/E700
LOAD CENTER #
XX
PV INVERTER AND DC DISCONNECT
SWITCH
SEE WARNING LABEL DETAIL 3 & 9/E700
INVERTER # XX
H
(N) SOLAR CANOPY
STRUCTURAL COLUMN
DOWN SLOPE
(E) POLE-MOUNTED LIGHT
FIXTURE
(E) FIRE HYDRANT
ELECTRICAL EQUIPMENT
LEGEND
MAIN PANEL & SUB
PANELS
INVERTER(S) WITH
INTEGRATED DC
DISCONNECT AND AFCI
GENERAL LOCATION OF EQUIPMENT
ATTIC VENT
FLUSH ATTIC VENT
PVC PIPE VENT
SATELLITE DISH
T-VENT
FIRE SETBACKS
METAL PIPE VENT
HARDSCAPE
PROPERTY LINEPL
PITCH
2°
POI #
X
XX
SECTION CUT
SHEET NUMBER
XX
X
DETAIL CUT
SHEET NUMBER
METER SOCKET & DISCONNECTS
PV LOAD CENTER
POI BOUNDARY
AC-X.X
LC-X.X
INV-X.X
POI-X
XX##
TL: ##° AZ: ###°
ROOF IDENTIFIER
MOUNTING INDEX
MOUNTING TYPE
TILT
AZUMUTH
CHIMNEY
ELECTRICAL CONDUIT
POI
TRENCHING
℄
TESLA BACKUP GATEWAY 2
(IF APPLICABLE)
TESLA PAOWERWALL 2
WALL OR PAD MOUNTED
(IF APPLICABLE)
SOLAREDGE ENERGY BANK
WALL OR PAD MOUNTED
(IF APPLICABLE)
RAIL
STANDOFFS &
FOOTINGS
SOLAR MODULES SOLAR MODULES
SOLLEGA TRAY
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
ELECTRICAL SITE PLAN
SCALE: 1/8" = 1'-0"
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
E100
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
POI-1 ROOF SCHEDULE
BLDG LABEL RACKING TILT (DEG)AZIMUTH
(DEG)
BUILDING
HEIGHT (FT)
MODULE
COUNT
MODULE AREA (SQFT)KW DC
1411 RB01 RACK 10°180°40 52 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]1098.3 21.32
1411 RB02 RACK 10°180°40 48 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]1013.8 19.68
1411 RF01 FLUSH 30°0°45 2 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]42.2 0.82
1411 RF02 FLUSH 30°180°45 2 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]42.2 0.82
1411 RF03 FLUSH 30°180°45 2 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]42.2 0.82
1411 RF04 FLUSH 30°0°45 2 Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]42.2 0.82
Totals 108 2280.9000 44.2800
C
12-31-26
6'
-
3
"
M
A
X
4'
-
0
"
M
I
N
FR
O
M
G
R
A
D
E
B (N) NGO METER SOCKET ≤ 200A
NTS
10"
MIN.
MIN. CLEARANCE
TO OBSTRUCTIONS
OR SIDE WALLS
36" MIN.
(N) HOUSEKEEPING PAD
THE PAD SHALL BE FLUSH WITH
THE BOTTOM OF THE SERVICE EQUIPMENT
AND EXTEND A MINIMUM OF THREE FEET.
10"
MIN.
18" MIN.
MIN. CLEARANCE TO
EDGE OF WINDOW
OR DOOR
- NGO METER WORKING SPACE
TO BE MAINTAINED.
- EQUIPMENT ABOVE OR BELOW
NGOM WILL NOT EXCEED
DEPTH OF NGOM.
- NGOM TO BE MOUNTED ON
STRUT IF NEEDED TO
ACCOUNT FOR ANY DEPTH
DIFFERENCES.
- CENTER OF METER CAN NOT
TO EXCEED 6'-3" MAX, 4'-0" MIN.
-EQUIPMENT AND CONDUIT
SHOWN IS DIAGRAMMATIC
ONLY. SEE LINE DRAWINGS
FOR CONDUIT SIZING.
NOTES
MIN. CLEARANCE TO
PLUMBING FIXTURES
EXTENDING 6" OUT
FROM WALL SURFACE
6'
-
6
"
M
I
N
H
E
I
G
H
T
CL
E
A
R
A
N
C
E
FR
O
M
G
R
A
D
E
(E) GRADE
A (N) AC DISCONNECT
(E) GRADE
6'
-
7
"
M
A
X
H
A
N
D
L
E
HE
I
G
H
T
F
R
O
M
G
R
A
D
E
NOTES
- CENTER OF GRIP IN HIGHEST
POSITION MUST NOT EXCEED
6'-7" MAX.
-EQUIPMENT AND CONDUIT
SHOWN IS DIAGRAMMATIC
ONLY. SEE LINE DRAWINGS
FOR CONDUIT SIZING.
C INVERTER CLEARANCE - SOLAREDGE A-SERIES
4"
2"
16" MIN.
CLEAR
16" MIN.
CLEAR
2"
4"
2"
16" MIN.
CLEAR
8" MIN.
CLEAR
MIN. CLEARANCE
BACK TO BACK
INVERTERS
- LISTED MIN. CLEARANCES FOR
INVERTER TO OTHER
OBJECTS, UNLESS NOTED
- MIN. CLEARANCES REQUIRED
FOR HEAT DISSIPATION
- CONDUIT MAY BE REQUIRE
ADDITIONAL CLEARANCE
NOTES
AC DISCONNECT
GENERAL NOTES
·FIELD VERIFY ALL MEASUREMENTS
·ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ANY OTHER REGULATING AUTHORITIES
WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK.
·DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH UL LISTING REQUIREMENTS, OSFM SOLAR
PHOTOVOLTAIC INSTALLATION REQUIREMENTS, AND BUILDING CODES FOR THE MATERIALS SPECIFIED. PRIOR
TO COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY THE
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FROM SUNRUN OF ANY DISCREPANCIES. ANY WORK
PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED AT THE
SUBCONTRACTORS SOLE EXPENSE.
·SUBCONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO SUNRUN FOR APPROVAL BEFORE
MAKING ANY CHANGES OR DEVIATION FROM PLANS BEFORE WRITTEN APPROVAL FROM SUNRUN PLACES
LIABILITY ON THE SUBCONTRACTOR.
·ALL EQUIPMENT SHALL BE MOUNTED AS SHOWN. WHERE DETAILS ARE NOT PROVIDED, CONTRACTOR SHALL
USE STANDARD CONSTRUCTION PRACTICES.
·ALL SURFACES SHALL BE PATCHED AND PAINTED AROUND NEW DEVICES AND EQUIPMENT TO MATCH EXISTING
FINISHES. ANY METAL SHAVINGS FROM SITE WORK SHALL BE CLEANED FROM ALL SURFACES WHERE OXIDIZED
OR CONDUCTIVE METAL SHAVINGS MY CAUSE RUST, ELECTRICAL SHORT CIRCUITS, OR OTHER DAMAGE.
·APPROVALS FROM BUILDING INSPECTORS SHALL NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE
DRAWINGS.
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
ELECTRICAL PLAN VIEWS
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
E200
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
(N) AC LOAD CENTER (LC-1.1)
(N) PV INVERTER (INV-1.2)
(N) PV INVERTER (INV-1.1)
(N) PV POINT OF INTERCONNECTION (POI-1) (INSIDE ELECTRICAL CLOSET)
(N) PV PRODUCTION METER SOCKET
1411 N DURANT ST SOMAH1 PV PRODUCTION METER
REFERENCE METER NUMBER: 256000-104144 (INSIDE ELECTRICAL CLOSET)
(N) UTILITY AC DISCONNECT (ACDS-1.1)
(N) MAINTENANCE AC DISCONNECT (ACDS-1.2)
D EQUIPMENT PLAN - POI-1 (EXTERIOR)
SCALE: Custom
C 12-31-26
LEGEND
STRING PATH
GENERAL NOTES
·FIELD VERIFY ALL MEASUREMENTS
·SEE SHEET E-100 FOR LEGEND OF SYMBOLS
STRING ID. X
INVERTER ID. #
INTERCONNECTION ID. #
INCREMENT
COUNT
1.1B.A
#
RB01
TL: 10° AZ: 180°
RB02
TL: 10° AZ: 180°
RF01
TL: 30° AZ: 0°
RF02
TL: 30° AZ: 180°
RF03
TL: 30° AZ: 180°
RF04
TL: 30° AZ: 0°
1.1.A 2 3 4 5 6 7 8 9 10 11 12 13 14 15
16171.1.A1.1.B23456789101112
13 14 15 16 17 1.1.B
1.1.C2
3
456
78
91011
12
1314
1516171.1.C
1.2.A2
3
45678
9 10 11 12 13
141516171.2.A1.2.B23456789
10 11 12 13 14 15 16 17 1.2.B
1.2.C2
3 4
5
6 7
8 9
10 11 12
13 14
15 16
17 1.2.C
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
ELECTRICAL STRINGING
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
E300
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
SCALE: 1/8" = 1'-0"
BLDG 1411 STRINGING • POI-1A
PV INVERTER LOCATION
INTERCONNECTION LOCATION
(INSIDE ELECTRICAL CLOSET)
BLDG 1411
POI-1 MODULE ALLOCATION
STR-A STR-B STR-C
UNIT INVERTER MODULE TOTAL MODS OPT BREAKOUT - (QTY) ROOF TAG
[TILT,AZM]
MODULE TOTAL MODS OPT BREAKOUT - (QTY) ROOF TAG
[TILT,AZM]
MODULE TOTAL MODS OPT BREAKOUT - (QTY) ROOF TAG
[TILT,AZM]
INV-1.1 SOLAREDGE SE17.3KUS [208V]
[SI1-SB]
Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]18 U650 (18) RB01 [10°, 180°];Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]18 U650 (18) RB01 [10°, 180°];Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]18 U650 (16) RB01 [10°, 180°]; (2) RF04 [30°, 0°];
INV-1.2 SOLAREDGE SE17.3KUS [208V]
[SI1-SB]
Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]18 U650 (2) RF03 [30°, 180°]; (16) RB02 [10°, 180°];Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]18 U650 (18) RB02 [10°, 180°];Q.PEAK DUO BLK ML-G10.C+ 410 [DCC]18 U650 (14) RB02 [10°, 180°]; (2) RF01 [30°, 0°];
(2) RF02 [30°, 180°];
C
12-31-26
STRUT CONDUIT CLAMP
12 GA GALVANIZED
STEEL
SIZED AS APPROPRIATE
1-5/8" STRUT CHANNEL
12 GA, HDG
NOTE: ALL HOLES FOR CONDUIT SHALL BE PROVIDED WITH CONDUIT FITTINGS
HAVING AN ENVIRONMENTAL RATING APPROVED TO MAINTAIN NEMA 3R
ENCLOSURE RATING (UL508A, TABLE 19.2). IN GENERAL COMPONENTS MARKED
"WEATHERPROOF" OR "RAINPROOF" SHALL BE INSTALLED ONLY BELOW THE
LOWEST UNINSULATED LIVE PARTS WITHIN THE ENCLOSURE. CONDUIT
OPENINGS ABOVE THE LOWEST UNINSULATED LIVE PARTS SHALL BE PROVIDED
WITH CONDUIT FITTINGS MARKED "WET LOCATION" OR "RAINTIGHT".
WOOD: MIN. 2" EMBED W/ 3/8" LAG TO
(E) STUD OR 4"xBLOCK W/ A34 EA.
END T&B
MASONRY: USE ICC-APPROVED
MASONRY ANCHORS
STEEL: USE SELF-DRILLING,
SELF-TAPPING SCREWS
OPTION 1 OPTION 2
2-HOLE 12 GA GALV
STEEL STRAP
NTS
CONDUIT SUPPORT - WALLC
USE EXISTING HOLES TO
TERMINATE CONDUCTORS,
TORQUE PER
MANUFACTURER
REQUIREMENTS. USE
GRADE 5 OR LARGER BOLT.
UL LISTED CRIMP RATED FOR 600
VOLTS CRIMPED IN 2 PLACES. USE
MANUFACTURER APPROVED
CRIMPING DEVICE ONLY AND
APPLY ANTIOXIDANT COMPOUND
BEFORE CRIMPING.
SIDE VIEWFRONT VIEW
(E) BUS
NOTE:
ALUMINUM CONDUCTORS SHALL NOT BE TERMINATED WITH MECHANICAL LUGS.
TORQUE MARK BOLT WITH PAINT
PEN AFTER TORQUING NUT/BOLT
B CONDUCTOR TERMINATION DETAIL
NTS
CONTINUOUS GROUND
STRIP INSULATION AT LUG
ENCLOSURE
LOCK NUT
GROUNDING BUSHING
WITH LAY-IN LUG
CONDUIT COMPRESSION FITTING
NTS
CONDUIT GROUNDING DETAILA
NOTE:
ACCESSIBLE MEANS EXTERNAL TO ENCLOSURES FOR
CONNECTING INTERSYSTEM BONDING AND GROUNDING
CONDUCTORS SHALL BE PROVIDED. SEE NEC 250.94.
SERVICE DISCONNECT 1 OF 2
WHERE NEUTRAL TERMINAL BUS IS
INSULATED FROM THE ENCLOSURE,
INSTALL A MAIN BONDING JUMPER
OR SCREW WITH A GREEN SEE NEC
250.8, 250.28. NEUTRAL DISCONNECT
MEANS. SEE NEC 230.75.
WHERE SERVICE ENTRANCE
RACEWAY IS INSTALLED WITH
LOCKNUTS, INSTALL A GROUND
BUSHING OR DEVICE AND BOND TO
THE ENCLOSURE. SEE NEC 250.92
(B) (4).
GROUNDING ELECTRODE SYSTEM –
SEE NEC 250.50.
IF METALLIC CONDUIT, BONDING
REQUIRED (BOTH ENDS) SEE NEC
250.92.
GROUNDING ELECTRODE
CONDUCTOR – SEE NEC 250.62
FOR MATERIAL, NEC 250.64 FOR
INSTALLATION, AND NEC 250.66
FOR SIZE.
CONNECTION TO ELECTRODE –
CONNECT GROUNDING ELECTRODE
CONDUCTOR TO GROUNDING
ELECTRODE WITH LISTED GROUND
SEE NEC 250.70.
BONDING JUMPER SEE NEC
250.92 (A) (2). FOR SIZES,
SEE NEC 250.102 (C).
LAY IN LUG. WHERE LUG IS
INSULATED FROM
ENCLOSURE, INSTALL A
BONDING JUMPER OR
SCREW.
GROUNDED (NEUTRAL) SERVICE
ENTRANCE CONDUCTOR
FROM PV SYSTEM
SERVICE
DISCONNECT
2 OF 2
METER ENCLOSURE
D METER GROUNDING DETAIL
NTS
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
ELECTRICAL DETAILS
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
E400
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
12-31-26
RAIL
CHANNEL NUT
MODULE
FRAME
MID CLAMP ASSEMBLY
SS BONDING PIN
NOTE:
1.ADJUSTABLE END CLAMPS USE SAME BONDING PIN DESIGN TO
BOND MODULES TO RAIL
C MID CLAMP ASSEMBLY
NTS
NOTES:
1.INSTALL EXPANSION COUPLING EVERY 100' OF
STRAIGHT CONDUIT RUN
2.IF EXPANSION COUPLINGS ARE INSTALLED AT
LESS THAN 100'.THE DISTANCES OF
EXPANSION/CONTRACTION SHALL BE
ADJUSTED PROPORTIONALLY.
3.IF EXPANSION JOINT IS NOT PROVIDED WITH
INTERNAL BONDING JUMBER, AN EXTERNAL
BONDING JUMPER MUST BE INSTALLED.
INSTALL EXPANSION COUPLINGS SO THAT THE
LENGTH CHANGE FOR CONTINUOUS CONDUIT
DOES NOT EXCEED 1/4".
SEE NEC 352.44
FOR STEEL CONDUIT, MULTIPLY THE EXPANSIONS
LISTED IN TABLE 352.44 BY 0.2.
SEE NEC 300.7
0°F - EXTEND 3/8" BEYOND CENTER
60°F - CENTERED
30°F - EXTEND 3/16" BEYOND CENTER
90°F - EXTEND 3/16" BEYOND CENTER
120°F - EXTEND 3/8" BEYOND CENTER
CONDUIT TYPE COEFFICIENT (IN./IN/°F)TEMP °F EXPANSION/ 100FT (IN)
STEEL 6.5 X 10-6 120 0.94
PVC 3.4 X 10-5 120 4.87
B CONDUIT THERMAL EXPANSION DETAIL
NTS
D SNAPNRACK ULTRA RAIL BONDING SPLICE
NTS
RAIL GAP
RANGE
THERMAL EXPANSION GAP:
1/8" - 1/4"
RAIL EDGE MUST NOT PASS THE
BONDING CLIP EDGE, AS SHOWN.
SPLICE ALIGNMENT LIMITS
SNAPNRACK, UR-40/UR-45 RAIL
TORQUE ALL FASTENERS TO
THE SPECIFIED VALUES PRIOR
TO INSTALLING PV MODULES
SNAPNRACK, ULTRA RAIL SPLICE
SNAPNRACK, UR-40/UR-45 SPLICE INSALLED
SNAPNRACK BONDING CLIP, TYPE 2
FOR BONDING ACROSS RAILS
NOTE:
1.ALL HARDWARE IS INCLUDED FROM MANUFACTURER
2.REFER TO SNAPNRACK INSTALLATION MANUAL FOR 5/16"Ø
HARDWARE TORQUE SPEC
3.SPLICE POSITIONING:
3.1.APPROVED - ANYWHERE ALONG RAIL SPAN BETWEEN TWO
ROOF ATTACMENTS
3.2.NOT APPROVED - RAIL OVERHANGS / CANTILEVERS
4.USE OF THE UR-40/UR-45 SPLICE WITH UR-60 RAIL IS PROHIBITED
SNAPNRACK, UR-40 RAIL
1 3/4"
1 5/8"
1 1/2"
1 1/2"
SNAPNRACK, UR-45 RAIL
G SNAPNRACK OMNILUG
NTS
OMNILUG GROUND LUG ON ULTRA RAIL
OMNILUG MPLE ATTACHMENT ON ULTRA RAIL
GROUND LUG NOTE:
1.PLACE THE GROUNDING CONDUCTOR INTO THE
SLOT ON THE BONDING BRACKET UNDERNEATH THE
CONICAL WASHER ON THE SEMS BOLT.
1.1.GROUNDING CONDUCTOR MUST EXTEND
BEYOND THE ENTIRE CONICAL WASHER TO
ASSURE PROPER BONDING.
1.2.TIGHTEN THE MOUNTING BOLT TO 10.8 LB-FT.
2.OPTIMIZERS AND MICROINVERTERS SHOULD
ALWAYS BE INSTALLED PER SPECIFIC
MANUFACTURER'S INSTRUCTION.
MLPE NOTE:
1.PLACE THE MOUNTING PLATE CHASSIS OF THE MLPE
DEVICE ON THE BONDING BRACKET UNDERNEATH
THE CONICAL WASHER ON THE SEMS BOLT.
2.TIGHTEN THE MOUNTING BOLT TO 10.8 LB-FT.
2
1
3
EXPLODED VIEW
ITEM QTY
1
2
3
PARTS LIST
DESCRIPTION
1 SNAPNRACK, OMNILUG, BONDING BRACKET, SS
1 SEMS SCREW, HEX, 5-16IN-18 X 1-1-4IN, 7-8 OD CONICAL WSH, TOOTH, SS
1 SNAPNRACK CHANNEL NUT 5-16IN-18
TOP VIEW
SIDE VIEW
1.78
1.78
0.29
0.41
1.53
E SNR GROUND PATH DETAIL - SOLAREDGE
NTS
X M M M X
TO EGC
X M M M X
U M U U U
TO EGC
U M U U U
GROUND PATH
RAIL RAIL SPLICE MOUNT
EQUIPMENT GROUNDING
CONDUCTOR
GROUND LUG
SOLAREDGE
OPTIMIZER
M MODULE CLAMP
M = MIDCLAMP
X = X-END CLAMP
U = UNIVERSAL END
CLAMP
SOLLEGA FR510
SOLLEGA FR-SBJ
BONDING JUMPER
SOLAR MODULE
F SOLLEGA GROUNDING DETAIL
Scale NTS
NOTE: IF MODULE IS REMOVED INSTALL REPLACEMENT
MODULE W/FR-SBJ OR INSTALL FR-SGB4 GROUND LUG ON
BOTH ADJOINING MODULES AND RUN BAR COPPER TO
ENSURE BONDING CONTINUITY.
TO GROUND
FAULT CURRENT PATH
A SNAPNRACK FRAME MLPE ATTACHMENT
NTS
.66
.14
R.12 .63
.30
2.24
1.50 .50
.95
SOLAR MODULE
SNR MLPE FRAME
ATTACHMENT
MODULE LEVEL POWER
ELECTRONIC
SOLAR MODULE
FRAME
MODULE FRAME MLPE INSTALLATION VIEW
INTEGRATED
SMART CLIP
MODULE FRAME MLPE TOP VIEW
MODULE FRAME MLPE SIDE VIEW
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
ELECTRICAL DETAILS
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
E401
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
12-31-26
GENERAL ELECTRICAL NOTES MODULE CHARACTERISTICS
OPTIMIZER CHARACTERISTICS
STATION CHARACTERISTICS
MAX TEMP [°C]: 38
MIN TEMP [°C]: -2
SINGLE LINE DIAGRAM LEGEND
CURRENT TRANSFORMER
(DOT INDICATES DIRECTION)
METER
CIRCUIT BREAKER
SWITCH
PV MODULE
FUSE
INVERTER~
--
M
CELLULAR ANTENNA
DC COMBINER
TRANSFORMER
BATTERY MODULE
A
B TRANSFER SWITCH (ATS/ MTS)
JUNCTION BOX
+-
INTERCONNECTION NOTES
INTERCONNECTION NOTES
·SUPPLY SIDE INTERCONNECTIONS SHALL COMPLY WITH ART. 705.11 AND ART 230 FOR THE
INSTALLATION OF AN ADDITIONAL SERVICE ENTRANCE
·THE OVERCURRENT PROTECTION DEVICE ON THE SUPPLY SIDE OF THE SERVICE
DISCONNECTING MEANS SHALL BE WITHIN 10 FEET OF THE INTERCONNECTION POINT UNLESS
CABLE LIMITERS OR CURRENT-LIMITED CIRCUIT BREAKERS ARE INSTALLED ON EACH
UNGROUNDED CONDUCTOR AT THE POINT OF INTERCONNECTION PER ART. 705.11(C). THIS
OVERCURRENT DEVICE MUST BE SIZED FOR THE SHORT-CIRCUIT CURRENT SUPPLIED FROM THE
PRIMARY SOURCE(S) OF ELECTRICITY.
·SUPPLY SIDE INTERCONNECTIONS SHALL BE MADE IN ACCORDANCE WITH THE EQUIPMENT
MANUFACTURER'S INSTRUCTIONS AND SHALL NOT INVALIDATE THE NRTL LISTING OF THE
EQUIPMENT.
·RMC OR SCH 80 PVC TYPE CONDUIT SHALL BE USED TO ENCLOSE NEW SERVICE CONDUCTORS
USED FOR A SUPPLY SIDE INTERCONNECTION.
·NEW SERVICE CONDUCTORS USED FOR SUPPLY SIDE INTERCONNECTIONS SHALL BE INSTALLED
IN A SEPARATE RACEWAY FROM ANY LOAD SIDE CONDUCTORS WITHIN THE MAIN SWITCHBOARD
PER NEC 230.7.
GENERAL NOTES
·ALL ELECTRICAL WORK SHALL COMPLY WITH THE NEC 2020 CODE AS AMENDED BY
APPLICABLE STATE AND LOCAL CODES.
·EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED
BY PHASE AND SYSTEM PER ART 210.5.
·BRANCH CIRCUITS SUPPLIED FROM DC SYSTEMS MUST BE IDENTIFIED IN COMPLIANCE WITH
ART. 210.5(C)(2) WHERE DC POSITIVE (+) IS RED/ RED-STRIPED AND DC NEGATIVE (-) IS
BLACK/BLACK-STRIPED.
·ALL EQUIPMENT SHALL BE LISTED BY A NRTL IN COMPLIANCE WITH ART 110.3.
·DC CONDUCTORS INSIDE BUILDING SHALL BE IN METALLIC RACEWAY PER ART 690.31(D).
·ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS
REQUIRED BY NRTL LISTING.
·PARALLEL CONDUCTORS SHALL BE INSTALLED PER ART 310.10(G).
·ALL VALUES FOR Imp, Isc AND Vmp ARE PER MANUFACTURER'S LISTED DATA AT STC. MAXIMUM
VOLTAGE CALCULATED IN ACCORDANCE WITH ARTICLE NEC 690.7.
·REFER TO CURRENT MANUFACTURER'S PLANNING AND INSTALLATION MANUAL FOR
TORQUE SPECS FOR ALL BOLTS AND TERMINAL CONNECTIONS.
·BRANCH CIRCUITS RUN IN OUTDOOR ROOFTOP AMBIENT CONDITIONS SHALL BE INSTALLED
> 7/8 INCH ABOVE ROOF SURFACE.
·ALL PV CIRCUITS LOCATED OUTSIDE THE ARRAY BOUNDARY OR MORE THAN 3 FT FROM THE
POINT OF ENTRY INSIDE A BUILDING SHALL BE LIMITED TO NOT MORE THAN 30 VOLTS
WITHIN 30 SECONDS, CIRCUITS INSIDE THE ARRAY BOUNDARY OR NOT MORE THAN 3 FT
FROM THE POINT OF PENETRATION SHALL BE LIMITED TO NOT MORE THAN 80 VOLTS UPON
RAPID SHUT-DOWN INITIATION PER 690.12.
·PV SYSTEM SHALL CONTAIN OR INTERACT WITH DEVICES CAPABLE OF DETECTING AND
INTERRUPTING ARCING FAULTS WITHIN THE SYSTEM PER 690.11.
·BURIED CONDUCTORS SHALL BE BURIED TO THE MINIMUM DEPTH SPECIFIED IN ART. 300.5
FOR CIRCUITS 1000V AND UNDER AND ART. 300.50 FOR CIRCUITS ABOVE 1000V.
·SPACES ABOUT ELECTRICAL EQUIPMENT 1000V AND UNDER SHALL COMPLY WITH 110.26
AND SPACES ABOUT ELECTRICAL ENCLOSURES ABOUT EQUIPMENT ABOVE 1000V SHALL
COMPLY WITH 110.34.
·REFER TO THE CONDUCTOR SCHEDULE FOR THE TYPE OF CONDUCTORS TO BE USED FOR
THE LISTED CIRCUITS.
·PV WIRE SHALL BE SECURED USING NON-METALLIC UV-RATED TIE WRAPS.
·ALL LINE SIDE AND LOAD SIDE TERMINATIONS OF ALUMINUM AND COPPER CONDUCTORS
SHALL BE MADE WITH HIGH PRESS CRIMP LUGS ON BUSSING UNLESS OTHERWISE NOTED.
·ALL TERMINATIONS OF ALUMINUM CONDUCTORS SHALL BE PROPERLY INSTALLED WITH
BEST PRACTICE PROCEDURES THAT INCLUDE BUT NOT LIMITED TO: USE OF TERMINATION
EQUIPMENT RATED FOR ALUMINUM AT THE CONDUCTOR TEMPERATURE, CURRENT, AND
VOLTAGE; ALLOWANCE FOR MOVEMENT DUE TO THERMAL EXPANSION/CONTRACTION;
PROPER COATING OF EXPOSED ALUMINUM WITH ANTI-OXIDIZATION COMPOUND; USE OF
CALIBRATED DEVICES TO TORQUE AND MARK TERMINALS TO REQUIRED SETTINGS.
·AT MULTIPLE INVERTERS OUTPUT COMBINER PANEL, TOTAL RATING OF ALL OVERCURRENT
DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR. HOWEVER, THE MAIN OVERCURRENT
DEVICE MAY BE EXCLUDED ACCORDING TO NEC 705.12 (B)(3)(3).
GROUNDING NOTES
·GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, AND
GROUNDING DEVICES EXPOSED TO THE ELEMENTS SHALL BE RATED FOR SUCH USE.
·PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO NEC 690.43 AND MINIMUM NEC TABLE
250.122.
·METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES CONSIDERED
GROUNDED IN ACCORD WITH 250.134 AND 250.136.
·EACH MODULE WILL BE GROUNDED USING THE HARDWARE INTEGRATED GROUNDING PINS
OR OTHER MEANS APPROVED BY THE MODULE MANUFACTURE AND AHJ.
·THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH THAT THE
REMOVAL OF A MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER
MODULE.
··GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED GREEN OR
MARKED GREEN IF #4 AWG OR LARGER [NEC 250.119(A)]
·THE AC & DC GEC SHALL BE CONTINUOUS FROM THE INVERTER GROUND BUSBAR TO THE
MAIN ELECTRICAL SERVICE GROUNDING ELECTRODE SYSTEM. THE DC GEC SHALL BE
ATTACHED TO THE GROUND ELECTRODE USING AN IRREVERSIBLE MEANS AS CALLED OUT
IN ART 250.64 AND 690.47.
·PV INVERTER CONTAINS AN INTEGRATED GFDI CIRCUIT. DO NOT BOND THE GROUNDED DC
CONDUCTOR TO GROUND EXCEPT THROUGH THE INVERTER GFDI.
·ALL EXPOSED METAL PARTS (MODULE FRAMES, RAIL, PIPE, BOXES, ETC) SHALL BE
GROUNDED USING TIN-PLATED COPPER LAY-IN LUGS OR GROUNDING CLIPS LISTED FOR
THE PURPOSE. RAIL CLAMPS SHALL BE MADE ELECTRICALLY CONTINUOUS WITH ATTACHED
RAIL.
·RACKING SYSTEMS SHALL BE BONDED PER MANUFACTURER'S UL 2703 INSTRUCTIONS.
·MIN #10 BARE COPPER EGC AT SOURCE CIRCUITS SHALL BE ROUTED SECURELY TO
MOUNTING HARDWARE IN A MANNER THAT PROTECTS FROM PHYSICAL HARM. #6 BARE
COPPER EGC FOR AREAS SUBJECT TO PHYSICAL DAMAGE.
·MODULE FRAMES SHALL BE GROUNDED AT THE LISTED LOCATION PROVIDED BY THE
MANUFACTURER OR USING LISTED THIRD-PARTY HARDWARE ONLY IF SPECIFICALLY
REFERRED TO IN MANUFACTURER'S INSTRUCTIONS PER UL 1703.INSTALLER SHALL COMPLY
WITH MANUFACTURER GROUND IN BONDING REQUIREMENTS
·BOTH ENDS OF ALL METALLIC CONDUIT CONTAINING GROUNDING ELECTRODE
CONDUCTORS SHALL BE BONDED PER ART 250.64(E).
·GROUNDING ELECTRODE CONDUCTOR TO BE BONDED TO (E) GROUNDING ELECTRODE PER
ART 250.68.
·DC GROUNDING ELECTRODE CONDUCTOR SIZED PER ART 690.47. AC GROUNDING
ELECTRODE CONDUCTOR PER 250.66.
·MAIN BONDING JUMPERS AND GROUNDED CONDUCTORS (NEUTRALS) SHALL BE SIZED PER
250.102 UNLESS OTHERWISE ALLOWED TO BE SIZED PER 705.28(C).
·INCREASES IN DC EQUIPMENT GROUNDING CONDUCTOR SIZE TO ADDRESS VOLTAGE
CONSIDERATIONS SHALL NOT BE REQUIRED PER ART 690.45.
·INCREASES IN AC EQUIPMENT GROUNDING CONDUCTOR SIZE TO ADDRESS VOLTAGE
CONSIDERATIONS SHALL BE REQUIRED PER 250.122(B).
·INSTALLATION SHALL COMPLY WITH ART 250.52, 250.53.
·CIRCUITS OVER 250V SHALL COMPLY WITH ART. 250.97, 250.92(B).
NO CONDUCTOR
PERMITTED IN SHADED
AREA
A SCE METERING NOTES
NTS
GENERATOR
CONDUCTORS
CONNECT ON LOAD
TERMINALS
UTILITY
CONDUCTORS
CONNECT ON LINE
TERMINALS
SELF-CONTAINED ENCLOSURE
COMBINATION CURRENT
TRANSFORMER AND METER CAN
1.WIRING OF A NGO METER SOCKET FOR VIRTUAL NET METERING PROJECTS , THE GENERATOR SHALL BE
CONNECTED TO THE LOAD SIDE OF THE NGO SOCKET.
2.THE HORIZONTAL CLEARANCE FROM THE CENTERLINE OF THE METER TO THE NEAREST SIDE WALL OR
OTHER OBSTRUCTION SHALL BE 10" MINIMUM. A HORIZONTAL CLEARANCE FROM THE EDGE OF THE
METER PANEL TO THE EDGE OF A WINDOW OR DOORWAY (INCLUDING SLIDING GLASS DOORS) SHALL BE
10" MINIMUM.
3.A CLEAR AND LEVEL WORKING SURFACE SHALL BE PROVIDED WITH A THE MINIMUM WIDTH OF THE
WORKSPACE SHALL BE 36 AND A MINIMUM DEPTH OF 36".
4.THE MINIMUM HEIGHT OF THE METER SHALL BE 4' AND MAXIMUM HEIGHT SHALL NOT EXCEED 6'-3"
MEASURED FROM STANDING SURFACE TO CENTERLINE OF METER SOCKET.
4.1.THE MINIMUM HEIGHT CAN BE REDUCED TO 3' IF LOCATED IN A METER ROOM.
5.DRAWING IS FOR WIRE REFERENCE ONLY AND IS NOT REFLECTIVE OF ACTUAL WIRE PENETRATIONS.
5 5
REMOVABLE TEST
PERCH
5
5
℄
℄REFER TO DC
STRING SCHEDULES
FOR FOR STRING
LENGTHS AND
OPTIMIZER
QUANTITY
B STRING WIRING - SINGLE OPTIMIZER (TYP.)
NTS
NOTE:
1.NEGATIVE TOO RUN ALONG SIDE THE POSITIVE WIRE. ALL WIRES MUST BE
SECURED TO UNDERSIDE OF THE RACKING AND MODULES USING SUNRUN
APPROVED METHODS AND MATERIALS WITH APPROPRIATE UV AND
ENVIRONMENTAL RATINGS.
2.CONDUIT TRANSITIONS SHALL BE MADE UNDER ARRAY.
3.INSTALL STRING LABELS ON BOTH ENDS OF HOMERUNS USING LABELS
SUITABLE FOR THE ENVIRONMENT.
4.FIELD INSTALLED CONNECTOR, 1000VDC, MATING MUST MATCH
MANUFACTURES RECOMMENDATIONS (TYP. TWO PER STRING)
5.TOTAL CIRCUIT LENGTH SHALL NOT EXCEED MANUFACTURE SPECIFICATIONS
6.FREE-AIR PV WIRE TO MATCH GAUGE OF DC-X.X CIRCUIT LOCATED ON DC
WIRE SCHEDULES.
4
4
3
3
2 1
(N) SOLAREGDE
OPTIMIZER
(N) PV MODULE
5
6
OPTIMIZER A:
MAKE/MODEL: SOLAREDGE U650
MAX INPUT POWER [W]: 650
MAX INPUT Voc [V]: 60
MAX INPUT Isc [A]: 15
OUTPUT CURRENT [A]: 15
MODULE A:
MAKE/MODEL: QCELLS NORTH AMERICA Q.PEAK DUO BLK ML-G10.C+ 410
POWER [W]: 410
Voc [V]: 45.37
Isc [A]: 11.2
Vmp [V]: 37.64
Imp [A]: 10.89
Voc coeff. [%/degC]: -0.27%
Isc coeff. [%/degC]: 0.04%
# IN SERIES: 1
Vmax CALCULATION: 48.7 VDC = 1 X ( 45.37 VDC - ( 25 - (-2)°C X ( 45.37 X -0.0027 ) V/°C )
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
ELECTRICAL NOTES
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
E500
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
12-31-26
##KEYED NOTES#EQUIPMENT NOTES#
COMMUNICATION
CIRCUIT IDENTIFIER
#
CAT5E 600V RATED SHIELDED CABLE.
INSTALLER SHALL FOLLOW
MANUFACTURES RECOMMENDATION FOR
WIRE SIZING BASED ON LENGTH.
EQUIPMENT INDEX
EQUIPMENT TYPE
SYSTEM IDENTIFIER X INDICATES LETTERS
# INDICATES NUMBERS
XX-#.#
TOTAL FAULT CURRENTS
UTILITY: 42,000A | GENERATORS: 142.2A
A SUPPLY SIDE TAP POINT OF INTERCONNECTION
NTS1411 N DURANT ST SOMAH1
SUPPLY SIDE TAP USING MECHANICAL CHAR
LUGS POINT OF INTERCONNECTION LOCATION
SCE METER
UTILITY SECTION
SCE PULL SECTION
(N) GLASTIC BARRIER
CUSTOMER
SECTION
UTILITY
SECTION
(N) SPLIT
COVER
SYSTEM SUMMARY
34.60 ACKW | 44.28 DCKW | 40.64 CECKW 1. PV MODULES (108) QCELLS NORTH
AMERICA Q.PEAK DUO BLK ML-G10.C+ 410
2. (108) SOLAREDGE DC OPTIMIZER U650
3. DC CONNECTION UNIT W/ INTEGRAL LOAD
BREAK DISCONNECT
4. (2) SOLAREDGE SE17.3KUS [208V] [SI1-SB],
17,300W, 208VAC, 3ø, 4W
5. NOT USED
6. (1) LOAD CENTER, 200A, 3ø, MIN.208VAC,
MIN. 10KAIC, NEMA 3R
7. NOT USED
8.(N) ACDS-2 SYSTEM AC DISCONNECT
SWITCH, SQUARE D, VHU364R, 600V
RATED, 208V OPERATIONAL, 200A, 3 POLE,
NON-FUSIBLE, NEMA 3R. SEE REFERENCE
SHEETS FOR KAIC RATING.
9. (N) SCE PV PRODUCTION METER SOCKET
ADDRESS: 1411 N DURANT ST SOMAH1,
COOPER B-LINE, 127TB, 200A, SERVICE: 3
PHASE 4 WIRE 120/208 VOLT WYE, 7 JAW,
NEMA 3R, EUSERC: 305
10. (N) ACDS-1 SYSTEM UTILITY AC
DISCONNECT SWITCH, SQUARE D,
VH324NR, 240V RATED, 208V
OPERATIONAL, 200A, 3 POLE, FUSIBLE,
NEMA 3R, OR EQUIVALENT ON THE
UTILITIES APPROVED LIST. CLASS J FUSE,
200KAIC RATING.
11. (E) MAIN SERVICE EQUIPMENT: 3 PHASE
4 WIRE 120/208 VOLT WYE, 800A
12. (N) CELL-B-R05-US-S-S4 COMMERCIAL
CELL CARD OR EQUIVALENT
13. NOT USED
14. NOT USED
15. NOT USED
16. NOT USED
1.(E) MAIN SWITCHGEAR AND (N) POINT OF
AC INTERCONNECTION. ALL
CONNECTIONS MADE INSIDE (E)
SWITCHGEAR AT OTHER THAN CIRCUIT
BREAKERS OR FUSED SWITCHES LISTED
FOR USE WITH THAT SWITCHGEAR SHALL
BE PERFORMED FOLLOWING
MANUFACTURERS INSTRUCTIONS OR BE
RE-LISTED BY A NRTL. ALL TERMINATIONS
OF ALUMINUM CONDUCTORS SHALL BE
WITH HIGH PRESS CRIMP LUGS ONLY.
WARNING LABEL DETAIL 1/E800
2.(E) UTILITY TENANT LOAD METER. UTILITY
REFERENCE METER NUMBER:
256000-104144
3.(N) PV SYSTEM UTILITY AC DISCONNECT
'ACDS-1'. WARNING LABEL DETAIL 1/E810
4.(N) UTILITY BIDIRECTIONAL KWH METER.
WARNING LABEL DETAIL 1/E810
5.(N) PV SYSTEM MAINTENANCE AC
DISCONNECT 'ACDS-2'. WARNING LABEL
DETAIL 2/E800 & 1/E810
6.NOT USED
7.(N) GRID-INTERACTIVE PV INVERTER
LISTED TO UL 1741 WITH GROUND FAULT
DETECTION & INTERRUPTION. WARNING
LABEL DETAIL 15/E800.
8.NOT USED
9.NOT USED
10.FOR SUPPLY SIDE CONNECTIONS, A
PLAQUE SHALL BE INSTALLED AT THE
MAIN SERVICE DISCONNECTING DEVICE
AND THE PV SYSTEM UTILITY AC
DISCONNECT INDICATING THE LOCATION
OF THE RESPECTIVE SERVICE
DISCONNECT. WARNING LABEL DETAIL
1/E800 & 1/E810
11.NOT USED
12.CONDUCTORS RUN IN PARALLEL SHALL
BE INSTALLED PER ART 310.4/310.10(G)
AND 250.122 (F).
13.NOT USED
14.NEW PULL/JUNCTION BOXES. PROVIDE
SERVICE LOOP IN ALL DC BRANCH
CONDUCTORS SOURCED FROM
ROOFTOPS, MIN LOOP RADIUS = 12X
CONDUCTOR DIAMETER.
15.NOT USED
16.(N) INVERTER INTERNAL DC DISCONNECT
SWITCH(ES). WARNING LABEL DETAIL
3/E800
17.NOT USED
18.(N) PV MODULE LISTED TO UL 1703.
19.EXTRA MODULES THAT ARE UNABLE TO
BE PAIRED WILL HAVE THEIR OWN
OPTIMIZER.
20.(N) COMMUNICATION WIRING TO FOLLOW
MANUFACTURING SPECIFICATIONS.
21.NOT USED
22.NOT USED
23.NOT USED
24.NOT USED
25.NOT USED
26.NOT USED
POI-1 DC STRING SCHEDULE
STR-A STR-B STR-C
TAG DESTINATION CIRCUIT LENGTH ²VD%MODULE
WATTAGE
MODULE QTY OPTIMIZER MIN/MAX
MODULES
CIRCUIT LENGTH ²VD%MODULE
WATTAGE
MODULE QTY OPTIMIZER MIN/MAX
MODULES
CIRCUIT LENGTH ²VD%MODULE
WATTAGE
MODULE QTY OPTIMIZER MIN/MAX
MODULES
DC-1.1.1 INV-1.1 75 0.35%410 18 U650 10 / 19¹75 0.33%410 18 U650 10 / 19¹85 0.40%410 18 U650 10 / 19¹
DC-1.2.2 INV-1.2 160 0.75%410 18 U650 10 / 19¹175 0.77%410 18 U650 10 / 19¹110 0.52%410 18 U650 10 / 19¹
¹ MAXIMUM STRING LENGTH IS USING MANUFACTURES EXCEPTION
² LENGTHS ARE ESTIMATED FOR CALCULATIONS, CONTRACTOR IS RESPONSIBLE FOR MEASUREMENTS AND TAKEOFFS
³ WHERE EXPOSED TO PHYSICAL DAMAGE #6 TO BE USED PER NEC 250.120(C)
⁴ AFC VALUES ARE CALCULATED BASED ON WIRE LENGTHS. LENGTHS SHOULD REMAIN GREATER THAN OR EQUAL TO THE LENGTH LISTED IN THE TABLE.
POI-1 DC WIRE SCHEDULE
TAG WIRE GAUGE CONDUCTOR
JACKET
MAX ISC 1.25 X MAX
CIRCUIT AMPS
CIRCUIT FUSE
RATING
CCC PER
CONDUIT
MAX AMBIENT
TEMP (C)
C.O.U TEMP.
DERATE
C.O.U CONDUIT
FILL DERATE
75°C AMPACITY COMPLIES WITH
690.8(B)(1)
90°C AMPACITY
WITH C.O.U
COMPLIES WITH
690.8(B)(2)
FAULT CURRENT
FROM PARALLEL
STRINGS
COMPLIES WITH
690.9(A)
GROUNDING
PER CONDUIT
GROUNDING ³EMT RMC PVC 40 PVC 80
DC-1.1.1 CU #8 THWN2 15 18.75 NONE 6 38 91%80%50 YES 40.0 YES 30 YES 3 CU #10 1"1"1"1 1/4"
DC-1.2.2 CU #8 THWN2 15 18.75 NONE 6 38 91%80%50 YES 40.0 YES 30 YES 3 CU #10 1"1"1"1 1/4"
POI-1 AC WIRE SCHEDULE
LABEL DESTINATION NOMINAL VAC LINE
SELECTION
FLA FLAX1.25 OCPD PHASE
CONDUCTOR
NEUTRAL
CONDUCTOR
GROUNDING
CONDUCTOR
CONDUCTORS
PER PHASE
CONDUIT QTY 75°C AMPS 90°C AMPS 90°C AMPS W/
C.O.U
C.O.U TEMP
DERATE
C.O.U
CONDUIT FILL
CIRCUIT
LENGTH ²
SEGMENT
VD%
DC/AC RATIO AFC START AFC END ⁴EMT IMC PVC 40 PVC 80
INV-1.1 LC-1.1 208 A-B-C 48.0 60.0 60 CU #6 CU #10 CU #10 1 1 65 75 68.3 91%100%5 0.09%128.0%4,133 3,820 3/4"3/4"3/4"1"
INV-1.2 LC-1.1 208 A-B-C 48.0 60.0 60 CU #6 CU #10 CU #10 1 1 65 75 68.3 91%100%7 0.13%128.0%4,133 3,708 3/4"3/4"3/4"1"
LC-1.1 AC-1.2 208 A-B-C 96.0 120.0 125 CU #1 CU #6 CU #6 1 1 130 145 132.0 91%100%5 0.06%--4,249 4,133 1 1/4"1 1/4"1 1/4"1 1/2"
AC-1.2 AC-1.1 208 A-B-C 96.0 120.0 125 CU #1 CU #6 CU #6 1 1 130 145 132.0 91%100%5 0.06%--4,372 4,249 1 1/4"1 1/4"1 1/4"1 1/2"
AC-1.1 POI-1.1 208 A-B-C 96.0 120.0 125 CU #1/0 CU #1/0 CU #6 1 1 150 170 123.8 91%80%10 0.09%--42,000 28,916 1 1/2"1 1/2"1 1/2"2"
18
14
1
ST
R
-
1
.
1
.
A
-
(
1
8
)
4
1
0
W
M
O
D
U
L
E
W
/
(
1
8
)
U
6
5
0
O
P
T
S
.
ST
R
-
1
.
1
.
B
-
(
1
8
)
4
1
0
W
M
O
D
U
L
E
W
/
(
1
8
)
U
6
5
0
O
P
T
S
.
ST
R
-
1
.
1
.
C
-
(
1
8
)
4
1
0
W
M
O
D
U
L
E
W
/
(
1
8
)
U
6
5
0
O
P
T
S
.
DC-1.1.1
3
16
7
1
4
12
2
A-B-C
60A
INV-1.1
18
14
1
ST
R
-
1
.
2
.
A
-
(
1
8
)
4
1
0
W
M
O
D
U
L
E
W
/
(
1
8
)
U
6
5
0
O
P
T
S
.
ST
R
-
1
.
2
.
B
-
(
1
8
)
4
1
0
W
M
O
D
U
L
E
W
/
(
1
8
)
U
6
5
0
O
P
T
S
.
ST
R
-
1
.
2
.
C
-
(
1
8
)
4
1
0
W
M
O
D
U
L
E
W
/
(
1
8
)
U
6
5
0
O
P
T
S
.
DC-1.2.2
3
16
7
1
4
A-B-C
60A
INV-1.2
6
LC-1.1
6
8
5
(N) ACDS-2 SYSTEM AC DISCONNECT
SWITCH,, SQUARE D, VHU364R, 600V RATED,
208V OPERATIONAL, 200A, 3 POLE,
NON-FUSIBLE, NEMA 3R. VISIBLE, LOCKABLE.
SEE REFERENCE SHEETS FOR KAIC RATING.
AC-1.2
M9
4
(N) SCE PV PRODUCTION METER SOCKET
ADDRESS: 1411 N DURANT ST SOMAH,
COOPER B-LINE, 127TB, 200 A, SERVICE 3
PHASE 4 WIRE 120/208 VOLT WYE, NEMA 3R
AC-1.2
10
3
(N) ACDS-1 SYSTEM UTILITY AC DISCONNECT
SWITCH, SQUARE D, VH324NR, 240V RATED,
208V OPERATIONAL, 200A, 3 POLE, FUSIBLE,
NEMA 3R, OR EQUIVALENT ON THE UTILITIES
APPROVED LIST. VISIBLE, LOCKABLE. CLASS J
FUSE, 200KAIC RATING.
A-B-C
125AAC-1.1
M
M
M
M
M FACILITY
LOADS
(N) TENANT
METERS (TYP.)
UTILITY METER REFERENCE NUMBER:
256000-104144
SCE UTILITY GRID 208V,
3ø,4W
(N) LUGS ON (E)
HOLES
-
A
11101
800A
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
POI-1 ONE LINE
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
E600
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
C
CCC
12-31-26
12 SERVICE DISCONNECT PLACARDS
Scale NTS
2"
8"
2"
8"
SERVICE DISCONNECT
1 OF 2
SERVICE DISCONNECT
2 OF 2
PV SYSTEM DISCONNECT
FOR UTILITY OPERATION
NOTE:
1.RED BACKGROUND
2.WHITE LETTERING
3.TEXT HEIGHT: 1/8" MIN.
3 1/8"
NOTE:
1. MARKING PER ART 690.54
2. RED BACKGROUND
3. WHITE LETTERING
4. TEXT HEIGHT: 1/8" MIN.
NOTE:
1. RED BACKGROUND
2. WHITE LETTERING
3. TEXT HEIGHT: 1/8" MIN.
1 POINT OF INTERCONNECTION
Scale NTS
7 INVERTER AC CIRCUIT BREAKER
Scale NTS
8 SHOCK HAZARD
Scale NTS
4 PV SYSTEM MAINTENANCE DISCONNECT
Scale NTS
2 PV SYSTEM UTILITY AC DISCONNECT
Scale NTS
5 MAIN SERVICE WITH REMOTE PV SYSTEM DISCONNECT
Scale NTS
18 UTILITY NET GENERATION OUTPUT
Scale NTS
19 BESS DISCONNECT (IF APPLICABLE)
Scale NTS
9 INVERTER ID
Scale NTS
STRING INVERTERS
CENTRAL INVERTERS
3 1/8"
6 AC COMBINER PANEL
Scale NTS
3 5/8"
3 1/8"
3 DC DISCONNECT
Scale NTS
NOTE:
1. MARKING PER ART 690.17, 690.53
2. RED BACKGROUND
3. WHITE LETTERING
4. TEXT HEIGHT: 1/8" MIN.
CAUTION
SOLAR ELECTRIC
SYSTEM CONNECTED
CAUTION
POWER TO THIS BUILDING IS
ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH
DISCONNECT LOCATED AS
SHOWN
!
DO NOT ADD LOADS
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
WARNING !
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2022: 705.12(B)(3)(2),
NEC 2020: 705.12(B)(3)(2), NEC 2017:
705.12(B)(2)(3)(b), NEC 2014:
705.12(D)(2)(3)(c), NEC 2011: 705.12(D)(4)
ELECTRICAL SHOCK HAZARD
WARNING!
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2022: 690.13(B), NEC
2020: 690.13(B), NEC 2017: 690.13(B),
NEC 2014: 690.17(E), NEC 2011:
690.17(4)
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
AMPS
VAC
PHOTOVOLTAIC AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2022: 690.54, NEC 2020: 690.54, NEC
2017: 690.54, NEC 2014: 690.54, NEC 2011: 690.54
AC SYSTEM DISCONNECT
FOR UTILITY OPERATION
LABEL LOCATION:
UTILITY DISCONNECT
PV SYSTEM DISCONNECT
FOR UTILITY OPERATION
LABEL LOCATION:
UTILITY DISCONNECT
INVERTER
DC SYSTEM SIZE :
NUMBER OF STRINGS:
MODULES PER STRING:
kW
DC SYSTEM SIZE ____kW
POINT OF INTERCONNECTION
PHOTOVOLTAIC POWER SOURCE
ELECTRICAL SHOCK HAZARD
WARNING!
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
DC PHOTOVOLTAIC
DISCONNECT
PHOTOVOLTAIC DC DISCONNECT
MAXIMUM POWER POINT VOLTAGE(Vmp):
MAXIMUM POWER POINT CURRENT(Imp):
MAXIMUM SYSTEM VOLTAGE(Voc):
SHORT-CIRCUIT CURRENT(Isc):
V
A
V
A
LABEL LOCATION:
INVERTER(S), DC DISCONNECT(S).
PER CODE(S): CEC 2022: 690.53, NEC 2020: 690.53, NEC 2017: 690.53, NEC
2014: 690.53, NEC 2011: 690.53
15 INVERTER WARNING
Scale NTS
ELECTRICAL SHOCK HAZARD
WARNING!
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2022: 690.13(B), NEC
2020: 690.13(B), NEC 2017: 690.13(B),
NEC 2014: 690.17(E), NEC 2011:
690.17(4)
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
13 DC PV CIRCUIT INSIDE BLDG
Scale NTS
LABEL LOCATION:
CONDUIT, COMBINER BOX
PER CODE: CEC 690.31(D)(2)
ALL INTERIOR AND EXTERIOR DIRECT-CURRENT
CONDUIT, RACEWAYS, ENCLOSURES, CABLE
ASSEMBLIES, JUNCTION BOXES, COMBINER
BOXES AND DISCONNECTS. MARKING SHALL BE
PLACED ON ALL DC CONDUIT EVERY 10 FEET,
WITHIN 1 FOOT OF TURNS OR BENDS AND WITHIN
1 FOOT ABOVE AND BELOW PENETRATIONS OF
ROOF/CEILING ASSEMBLIES, WALLS OR
BARRIERS
WARNING: PHOTOVOLTAIC
POWER SOURCE
NET GENERATION OUTPUT
METER
LABEL LOCATION:
ON THE METER PANEL OR ADJACENT TO THE METER
SOCKET. ACCEPTABLE METHODS FOR LABELING
CUSTOMER NGO METERING SECTIONS OR PANEL(S)
SHALL BE EITHER BY PERMANENTLY ATTACHED
MACHINE-ENGRAVED LAMINATED PHENOLIC (OR
EQUAL) TAGS, OR BY PERMANENT STENCILED PAINT
LETTERING.
NOTE:
1.TEXT HEIGTH: 1/4" MIN
10 UTILITY NET GENERATION OUTPUT
Scale NTS
16 RAPID SHUTDOWN LABEL
Scale NTS
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
6"
3.5"TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN
PV SYSTEM AND REDUCE
SHOCK HAZARD IN THE
ARRAY.
LABEL LOCATION:
ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING
MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED.
PER CODE(S): CEC 2022: 690.56(C)(1), NEC 2020: 690.56(C)(1); NEC 2017:
690.56(C)(1)(a)
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL
(IF APPLICABLE).
PER CODE(S): CEC 2022: 690.13(B), NEC 2020: 690.13(B),
NEC 2017: 690.13(B), NEC 2014: 690.17(E), NEC 2011:
690.17(4)
ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
WARNING!!
WARNING!
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
POWER SOURCE OUTPUT CONNECTION
LABEL LOCATION:
ADJACENT TO PV BREAKER (IF APPLICABLE).
PER CODE(S): CEC 2022: 705.12(B)(3)(2), NEC
2020: 705.12(B)(3)(2), NEC 2017:
705.12(B)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(b),
NEC 2011: 705.12(D)(7)
NOTES AND SPECIFICATIONS:
·SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE
110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF
REQUESTED BY THE LOCAL AHJ.
·SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
WORDS, COLORS AND SYMBOLS.
·LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD
AND SHALL NOT BE HAND WRITTEN.
·LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED.
·SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS
AND LABELS, UNLESS OTHERWISE SPECIFIED.
·DO NOT COVER EXISTING MANUFACTURER LABELS.
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
AMPS
VAC
PHOTOVOLTAIC AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2022: 690.54, NEC 2020: 690.54, NEC
2017: 690.54, NEC 2014: 690.54, NEC 2011: 690.54
ELECTRICAL SHOCK HAZARD
WARNING!
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2022: 690.13(B), NEC
2020: 690.13(B), NEC 2017: 690.13(B),
NEC 2014: 690.17(E), NEC 2011:
690.17(4)
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
INV-1
LABEL LOCATION:
INVERTER (1)
INV-2
LABEL LOCATION:
INVERTER (2)
[When applicable]
INV-3
LABEL LOCATION:
INVERTER (3)
[When applicable]
INV-4
LABEL LOCATION:
INVERTER (4)
[When applicable]
LABEL LOCATION:
INSTALLED WITHIN 3' OF RAPID SHUT DOWN
SWITCH PER CODE(S): NEC 2020: 690.56(C)(2),
CEC 2022: 690.56(C)(2), IFC 2018: 1204.5.3
RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
11 RAPID SHUTDOWN SWITCH
Scale NTS
ENERGY STORAGE SYSTEM
DISCONNECT
LABEL LOCATION:
ENERGY STORAGE SYSTEM DISCONNECT
PER CODE(S): NEC 2020: 706.15(C), CEC 2022: 706.15(C)
WARNING!
LABEL LOCATION:
UTILITY SERVICE METER AND MAIN
SERVICE PANEL.
PER CODE(S): CEC 2022: 705.12(C), NEC
2020: 705.12(C)
SOURCES: UTILITY GRID,
BATTERY AND PV SOLAR
ELECTRIC SYSTEM
THREE POWER SUPPLY
14 NOT USED
Scale NTS
NOT USED
CLASS J FUSE ONLY
WARNING!
LABEL LOCATION:
FUSED AC DISCONNECT(S)
FAST-ACTING, CURRENT-LIMIT
EQUIVALENT REQUIRED TO
PREVENT DAMAGE CAUSED BY
SHORT-CIRCUIT EVENTS.
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
WARNING LABELS
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
E800
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
12-31-26
2
2 1
-
2 NFPA 704 SIGNAGE - SEDG ENERGY BANK BESS
Scale NTS
15"
15"
6"
7-1/2"7-1/2"
LABEL LOCATION:
SIGNS SHOULD BE PLACED
WHERE THEY ARE EASILY VISIBLE
IN CASE OF AN EMERGENCY,
SUCH AS ON EXTERIOR WALLS OF
BUILDINGS, ENTRANCES TO
ROOMS OR AREAS, AND
PRINCIPAL ACCESS POINTS TO
EXTERIOR STORAGE AREAS.
1 ESS AC DISCONNECT
Scale NTS
LABEL LOCATION:
ON OR NEAR THE ESS DISCONNECTING MEANS I.E
INVERTERS FOR DC-COUPLED ESS
ENERGY STORAGE SYSTEM
AC DISCONNECT
ENERGY STORAGE SYSTEM DISCONNECT
ARC FLASH AND SHOCK HAZARD
WARNING!
APPROPRIATE PPE AND TOOLS REQUIRED WHILE WORKING ON THIS EQUIPMENT
REFER TO NFPA 70 E.
LABEL LOCATION:
ESS AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): NEC 2020 706.15(C)(4)
3 1/2"
5"
NOMINAL ESS AC VOLTAGE:
MAXIMUM ESS DC VOLTAGE:
AVAILABLE FAULT CURRENT
DERIVED FROM THE ESS:
DATE CALCULATION PREFORMED:
208 VAC
450 VDC
222 A
7/27/25
3 POI-1 ESS ARC FLASH AND SHOCK HAZARD
Scale NTS
C:\USERS\TIMOTHY.BRUCKNER\DESKTOP\PROJECTS\_FINULENT PROJECTS\ROSS & DURANT I\REV A CAD\ROSS & DURANT I_PVPLANS_VA.DWG
WARNING LABELS
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·32.3 kW AC
·40.83 CEC AC
ENERGY STORAGE:
·15 kW AC
·87.3 kWH
E801
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_TM
A
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
SITE PLACARDS
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
E810
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
MULTIPLE SOURCES OF POWER IS
SUPPLIED TO THIS BUILDING WITH
DISCONNECTS AS SHOWN
CAUTION:
1411 N DURANT ST, SANTA ANA, CA 92706, USA
DIRECTORY
PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF
THE SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC
SYSTEM DISCONNECTING MEANS IF NOT IN THE SAME LOCATION
[NEC 690.56(B)]
WHERE THE INVERTERS ARE REMOTELY LOCATED FROM EACH OTHER, A
DIRECTORY IN ACCORDANCE WITH 705.10 SHALL BE INSTALLED AT EACH DC PV
SYSTEM DISCONNECTING MEANS, AT EACH AC DISCONNECTING MEANS, AND
AT THE MAIN SERVICE DISCONNECTING MEANS SHOWING THE LOCATION OF
ALL AC AND DC PV SYSTEM DISCONNECTING MEANS IN THE BUILDING.
[NEC 690.4(D)]
POI-1
AC DISCONNECT (NON-FUSED) (EXT.)
NGO METER (EXT.)
AC DISCONNECT (FUSED) (EXT.)
TENANT METERS (EXT.)
POI LOCATION (EXT.)
PV INVERTER (EXT.)
NGOM
M
SCE LINE SIDE
DISCONNECT
GENERATION LOAD
SIDE DISCONNECTUTILITY
DISTRIBUTION
SYSTEM
1
3
8
2
7
9
PV
GENERATION
FACILITY
46
5
SCE LINE SIDE DISCONNECT
LABEL LOCATION:
LINE SIDE DISCONNECT
LABEL LOCATION:
LOAD SIDE DISCONNECT
LABEL LOCATION:
IF PANEL MODIFICATIONS ARE MADE
APPROPRIATE PLACARDS MUST BE INSTALLED
LABELING THE SECTIONS.
1
2
7
LABEL LOCATION:
THE WIRING SEQUENCE OF
FACTORY-INSTALLED TEST-BYPASS BLOCKS,
FROM LEFT TO RIGHT, IS LINE-LOAD,
LINE-LOAD, LINE-LOAD. THIS WIRING
SEQUENCE SHALL BE PERMANENTLY
LABELED IN 3/4-INCH BLOCK LETTERS BELOW
THE TEST-BYPASS TERMINALS. LINE AND
LOAD CONDUCTORS SHALL BE CONNECTED
ONLY TO TEST-BYPASS BLOCK TERMINALS
DESIGNED AS LINE AND LOAD,
RESPECTIVELY.
3
LABEL LOCATION:
ON THE METER PANEL OR ADJACENT TO THE
METER SOCKET. ACCEPTABLE METHODS FOR
LABELING CUSTOMER NGO METERING
SECTIONS OR PANEL(S) SHALL BE EITHER BY
PERMANENTLY ATTACHED
MACHINE-ENGRAVED LAMINATED PHENOLIC
(OR EQUAL) TAGS OR BY PERMANENT
STENCILED PAINT LETTERING. TEXT HEIGHT
MIN. 1/4".
8
SCE METERING PLACARDS
NTS
SOLAR INTERCONNECTION
TERMINATION SECTION
LINE LOAD
SCE UTILITY TERMINATION
SECTION
DISCONNECT 1 OF 2
GENERATION LOAD SIDE
DISCONNECT
DISCONNECT 2 OF 2
NET GENERATION OUTPUT
METERING
NOTE: SCE REQUIRES A SAFETY-SOCKET BOX WITH FACTORY-INSTALLED
TEST-BYPASS BLOCKS FOR NON-INSTRUMENT RATED (SELF-CONTAINED)
NGO METERING. FOR SWITCHBOARDS/SWITCHGEAR, THE CUSTOMER MUST
LABEL THE GENERATOR OUTPUT BUS/CABLE DIRECTION (E.G., "TOP
GENERATOR FED"). IF NGO AND PCC METERING ARE SEPARATED BY OVER
100 FEET OR ON DIFFERENT LEVELS, A PERMANENT SIGN AT THE PCC METER
MUST INDICATE THE NGO METER'S LOCATION.
CURRENT FLOW
LABEL LOCATION:
FOR INSTRUMENT TRANSFORMER RATED CT
NGOM PANELS, THE ARROW POINTING
TOWARDS THE UTILITY SIDE DISCONNECT
SHALL BE INSTALLED ON THE INSIDE SIDE
WALL OF PANEL OR ON THE OUTSIDE FRONT
OF NGOM PANEL.
5
SCE LINE SIDE PV LOAD SIDE
LABEL LOCATION:
PULL SECTIONS
4
GRID GENERATION
LABEL LOCATION:
GRID AND GENERATION CONDUCTORS
6
LABEL LOCATION:
PLACE A UNIQUE ADDRESS PLACARD ON THE
NGOM THAT MATCHES THE AHJ PERMIT AND
THE SCE SERVICE REQUEST ADDRESS.
9
123 MAIN ST. SOMAH1
NOTE: IF INTERCONNECTION IS MADE WITHIN A NEW TERMINATION
CAN, THE "SOLAR INTERCONNECTION TERMINATION SECTION"
PLACARD IS REQUIRED
C
12-31-26
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
REFERENCE SHEET - 1
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
R100
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
12-31-26
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
REFERENCE SHEET - 2
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
R101
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
12-31-26
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
REFERENCE SHEET - 3
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
R102
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
12-31-26
D:\PROJECTS\JAN\13\ROSS & DURANT I\CAD FILE\ROSS & DURANT I_PVPLANS_VA - STANDARD\ROSS & DURANT I_PVPLANS_VA.DWG
REFERENCE SHEET - 4
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
CEQUIPEMENT LOCTION CHANGED 01/13/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·34.6 kW AC
·40.64 CEC AC
R103
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_SA
C
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
BBESS REMOVED 12/03/25
12-31-26
C:\USERS\TIMOTHY.BRUCKNER\DESKTOP\PROJECTS\_FINULENT PROJECTS\ROSS & DURANT I\REV A CAD\ROSS & DURANT I_PVPLANS_VA.DWG
REFERENCE SHEET - 5
CONTRACTOR:
ENGINEERING APPROVAL:
600 CALIFORNIA ST #1800, SAN
FRANCISCO, CA 94104
CA CL #750184
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN
PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT
LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS.
ROSS & DURANT I
1411 N DURANT ST, SANTA
ANA, CA 92706, USA
APN:398-522-25
DEVELOPER:
C&C DEVELOPMENT
DESCRIPTION DATE REV
0ORIGINAL07/28/25
AAHJ COMMENTS 10/17/25
PROJECT DETAILS:
PV SYSTEM:
·44.28 kW DC
·32.3 kW AC
·40.83 CEC AC
ENERGY STORAGE:
·15 kW AC
·87.3 kWH
R104
SHEET SIZE:
REVISION:
SHEET TITLE:
36" X 24" (ARCH D)
DESIGNER: FINS_TM
A
CONTRACT NUMBER:
3003200668
PJT #: PROP-002087
A
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
City of Santa Ana
Building Department
Ross & Durant I
1411 N Durant St, Santa Ana, CA 92706
We could not meet all of the 1207.7 indoor ESS installation requirements on this property as called
out in the latest round of Fire Comments, thus the batteries have been removed from the design.
The plan set has been updated with this removal, with the changes on each sheet outlined below:
C100
- Removed BESS system information from title block at the top of the sheet and title block
on the right side of the sheet. (Title block on right side of sheet has been updated on every
sheet but will only be mentioned here.)
- Bill of Materials was updated to remove the battery hardware. The Solaredge SE5700H
inverter was removed as it was required for the battery. (2) Solaredge SE17.3k inverters are
now used.
- The sheet index was updated to remove sheets E801 and R104 as these are no longer
needed.
- The Codes and Standards section has been updated to include the most recent code cycles.
E100
- The batteries were removed from the site plan.
E200
- The batteries were removed from Detail F. Detail F was relabeled Detail E. Detail E on
Rev A was removed as it pertained to the BESS. Detail A on Rev A was removed as these
inverter types are no longer used.
E300
- The stringing was updated due to the inverter change.
E600
- This whole sheet has been revision clouded since the SLD, wire schedules, and equipment
note section all had to be updated with the removal of the BESS.
E810
- The site placards have been updated per utility requirements.
Thank you for your time,
Tim Bruckner
Multifamily PV System Designer
Sunrun
Sunrun, Inc. - Commercial
133 Technology Drive Suite 100
Irvine, CA, 92618
TEL: (310) 710-5900
FAX:
Re: Job # 2025-04579: Ross & Durant I
If you have any questions on the above, please feel free to call.
Prepared By:
PZSE, Inc. - Structural Engineers
Roseville, CA
The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 1411
North Durant Street, Santa Ana, CA 92706.
1478 Stone Point Drive, Suite 190, Roseville, CA 95661
T 916.961.3960 F 916.961.3965 W www.pzse.com
Experience | Integrity | Empowerment
REENI
IGER
LARUTCURTS AINROFILACFOETATS
GNELANOISSEFORPDERETSEHCAZHTENEKL
N
AP
Exp. 3-31-27
No. S3878
R
U1411 North
Durant Street,
Santa Ana, CA
92706
To whom it may concern:
October 30, 2025
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
TABLE OF CONTENTS PAGE
Dimensions and Inputs 3
Anchorage Capacity Calculation 4
SEAOC PV1 Seismic Loading 5
Sollega FastRack Wind Loading 6
Sample Calculation 7
Summary of Ballast Calculations 8
Roof 1 Arr 1 9
Roof 2 Arr 1 18
Design References & Cut Sheets 27
DESIGN CRITERIA
BUILDING CODE: 2022 CBC (ASCE 7-16)
OCCUPANCY CATEGORY = II
IMPORTANCE FACTOR = See individual calculations
WIND SPEED =95
EXPOSURE CATEGORY =B
SEISMIC DESIGN CATEGORY =D
A jobsite observation and measurement of the existing building was performed by an audit team from
Sunrun, Inc. - Commercial. All attached structural ballast calculations are based on these observations
and the design criteria listed below.
Page 2 of 29
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Governing code:ASCE 7-16
Variable Value Unit Code Reference
PV Module N-S Length L (or lp) 3.43 ft
PV Module E-W Width W 6.17 ft
PV Module Weight (Each) WPV 48.5 lbs
Space Between Adjacent Rows (N-S) 1.08 ft
Space Between Adjacent Modules (E-W) 0.03 ft
PV Module Height above Roof at Low Edge h1 0.54 ft
Tilt Angle of Module ω 10 degrees
Friction Factor μ 0.4 SEAOC PV1-2012
Allowable Load Sharing (# of modules N-S) = 3 modules
Allowable Load Sharing (# of modules E-W) = 3 modules
Allowable Load Sharing Area of System = 9 modules
Ballast Configuration: 4 panels share 1 bay Bay Weight: 4.8 lbs
Ballast Stone "A" 4x8x16 (Nominal) CMU Cap Block Weight: 32.5 lbs
Ballast Stone "B" not used Weight: 0.0 lbs
Occupancy Category II (Table 1-1)
Roof Pitch Θ 2 degrees
Average Roof Height of Structure above Ground h 30 ft
Array Attachment Height above Ground z 30 ft
Average Parapet Height hpt 1.33 ft
North-South Width of Building WN-S 100 ft
East-West Width of Building WE-W 150 ft
Ground Snow Load pg 0 psf
Site Elevation e 130 ft
Are anchors required to reduce ballast weight? No
Are anchors required limit maximum number of blocks per bay? Yes
Are anchors required to resist Seismic displacement? Yes
Remove blocks at anchored bays?Yes
Allowable PV Dead Load = 5 psf
Maximum Number of blocks per bay = 5 Blocks
Attachment Capacity (uplift) = 505 lbs
Attachment Capacity (lateral) = 820 lbs
See attached calc for
anchor capacity
Positive Attachment Requirements:
Note: "North" always
refers to panel north,
which is the raised
edge of the panel.
Note: Residual forces shown on Attachment calculations are ASD-level forces with load combinations applied. Pressures
shown do not include load combinations.
Building Characteristics:
SYSTEM CHARACTERISTICS & BUILDING DIMENSIONS
Description
PV System Characteristics:
Page 3 of 29
Project: Ross Durant I -- Job #: 2025-04579
Date: 10/30/2025 Engineer: DF
Description Value Unit (ASCE 7-16)
Anchor type:
Design Uplift Capacity 505 lbs
Design Lateral Capacity 820 lbs
Roof Deck Material
Fasteners
Anchor Plate tension load (Ult.)1211 lbs
Anchor Plate shear load (Ult.)1968 lbs
Factor of Safety =2.4
Anchor Plate ASD tension capacity 505
Anchor Plate ASD shear capacity 820
Wood screw number:#12
Diameter of Screw =0.22 inch
Minimum Embedment =0.50 inch
Withdrawal tension capacity =315 lbs (APA E830)
Shear Capacity=590 lbs (APA E830)
Duration factor (wind) =1.6 (NDS Table 2.3.2)
Factor of Safety =3
Screws per conn. point =4
Connection Capacity = No. screws per conn. x screw capacity x Duration factor
Connection Tension Capacity =672 lbs
Connection Capacity =No. screws per conn. x screw capacity x Duration factor
Connection Shear Capacity =1259 lbs
Shear Check
ANCHOR PLATE CAPACITY CALCULATION
Metal Anchor Capacity
Plywood Connection Capacity
Basic Info
Note: The anchors are proportioned by first determining the ASD capacity of the anchor.
To determine the number of anchors required for each array, the anchorage demand is divided by the
anchor capacity to determine the minimum number of anchors for that array.
U-Anchor 2400 (mechanically attached)
1/2" Plywood deck
#12 Wood Screws
Anchor Plate Test Values:
Tension Check
Screw Test Values:
Page 4 of 29
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Description Variable Value Unit ASCE 7-16
Risk Category II Table 1.5-1
Building Importance Factor Ie 1.0 Section 11.5.1, Table 1.5-2
PV System Importance Factor Ip 1.0 Section 13.1.3
Component Amplification Factor ap 1 Table 13.6-1
Component Response Factor Rp 1.5 Table 13.6-1
Array Attachment Height above Ground z 30.0 ft 13.3.1
Mapped Short-Period Acceleration Parameter SS 1.306 g 11.4.1 and USGS maps
Mapped Long-Period Acceleration Parameter S1 0.465 g 11.4.1 and USGS maps
Mapped Long-Period Transition Parameter TL 8 s
Site Classification Default Conservatively enveloped (11.4.3)
Site Coefficient Fa 1.200 11.4.4 (Table 11.4.4-1)
Site Coefficient Fv 1.835 11.4.4 (Table 11.4.4-2)
Adjusted Max Spectral Response SMS 1.567 g 11.4.4
Adjusted Max Spectral Response SM1 0.853 g 11.4.4
Design Spectral Acceleration Parameter SDS 1.045 g 11.4.5
Design Spectral Acceleration Parameter SD1 0.569 g 11.4.5
Period parameter Ct Ct 0.02
Period parameter x x 0.75
Flexible diaphragm with vertical LFRS > 40' apart?Yes
Fundamental Period of Structure Ta 0.256
Constant Velocity Transition Period TS 0.544
Short Period Seismic Design Category, 0.2 sec D
Long Period Seismic Design Category, 1.0 sec D
Seismic Design Category, S 1 > 0.75 N/A
Controlling Seismic Design Category D
Fp = 0.4 ap(SDS)Wp[1 +2(z/h)]/ (Rp/Ip) 0.84 *Wp Equation 13.3-1
Fp max = 1.6 S DS(Ip)Wp 1.67 *Wp Equation 13.3-2
Fp min = 0.3 S DS(Ip)Wp 0.31 *Wp Equation 13.3-3
Seismic demand on array: 0.84 *Wp
SEISMIC DESIGN LOAD CALCULATIONS
Seismic demand on nonstructural components:
Page 5 of 29
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Design Wind Load Calculation for Sollega FastRack system per Wind Tunnel Test Report (ASCE 7-16 §29.4.3)
Variable Value Unit
Risk Category II Table 1.5-1
Importance factor (ASCE 7-05 only)I 1.00
Exposure Category B
Mapped Wind Velocity V 95 mph
Adjustment Factor for Height and Exposure Category Kz 0.70 ASCE 7-16 (Table 26.10-1)
Topographic Factor (assumed to be 1 for level ground)Kzt 1.0 ASCE 7-16 26.8-1
Directionality Factor Kd 0.85 ASCE 7-16 (Table 26.6-1)
Elevation Factor Ke 1.00 ASCE 7-16 26.9
Velocity Pressure qh 11.84 psf ASCE 7-16 (Eqn 26.10-1)
Tilt Angle of Module ω 10 degrees
Friction Factor μ 0.4 SEAOC PV1-2012
Average Roof Height of Structure Above Ground h 30 ft
Parapet Height hpt 1.33 ft
North-South Width of Building WN-S 100.0 ft
Roof Zone Width parallel to North-South L1, L2, L7, or L8 65.6 ft Array 1
East-West Width of Building WE-W 150.0 ft Array 2
Roof Zone Width parallel to East-West L4, or L 5 65.6 ft Array 3
PV Module Length lp 3.37 ft Array 4
Tilt Angle of Module ω 10.00 degrees Array 5
PV Module Height Above Roof at Low (South) Edge h1 0.54 ft Array 6
PV Module Height Above Roof at High (North) Edge h2 1.13 ft
Note:
2. Pressures and results converted to US standard units for use in the North American market .
Interior Row, Interior Module
3. Maximum allowable building height is 60 ft, unless it can be demonstrated that the building's natural period, T, is less than 1 second. Per
guidance given in ASCE 7 section 26.11.3, the estimated period of this structure is 0.4 seconds.
South Row, 1st-4th Module
South Row, Interior Module
WIND DESIGN LOAD CALCULATIONS
Description
Building and Array Parameters
1. GCp values are derived per the wind tunnel test report by Institut für Industrieaerodynamik GmbH [IFI] (Report SOF02-1, dated March 12,
2019)."
Array Zone Key:
North Row, 1st-4th Module
North Row, Interior Module
Interior Row, 1st-4th Module
Page 6 of 29
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Step 1:
South Approach
Roof 1 kp_MU 0.87 Anh=43 1.00
Array 3 cP_MU -0.57 F_v =123 lb
Anv= 43 kp_MS 0.87 Ballast:25 lb
nesw cP_MS -0.57 F_h =25 lb
Sharing:1 Panels 122.6Drag Ballast:62 lb
Step 2:Ballast Ballast
North Approach 62 lb 62 lb
1 pnl Roof 1 kp_MU 1.04 Anh=50 1.00 1 pnl
n--w Array 1 cP_MU -1.16 F_v =298 lb ne--
Anv= 50 kp_MS 1.04 Ballast:130 lb
nesw cP_MS -1.16 F_h =50 lb
Ballast Sharing:1 Panels 297.73Drag Ballast:206 lb Ballast
62 lb 62 lb
1 pnl 1 pnl
--sw -es-
Step 3:Blocks 920.4 Blocks
Output # of Blocks 2 2
#REF!65 Roof Zone 1 #REF!
Array Zone 1
#REF!
Blocks Blocks
2 2
Step 4:Anchor Blocks
1 2
Roof Zone 1
#REF! 32.5 Array Zone 1 #REF!260 8
0 0 0
#REF!
Blocks Blocks
2 2
260 8 260 8
0 0
Res. Up = 0 lb
Res. Lat. = 0 lb
90-180 degree wind
angle per IFI report
If Allowable weight is
exceeded, reduce
ballast. Attachments
represented by black
bays with white text and
the word "Anchor".
Sample Ballast Calculation :
(Note: Red numbers are input values)
0-90 degree wind angle
per IFI report.
Normalized area for Drag
Demands from North and
South wind approachare
enveloped for per-bay ballast
requirements.
Where applicable, demands
on skewed arrays are
analyzed per IFI Figure 4.15,
Note: Inherent load
combination factors are
determined per ASCE 7
section 2.4
Normalized area for Uplift
See wind tunnel test report for
definitions of roof zones, array zones,
Residual forces are shown to assist the
user placing anchors
Page 7 of 29
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Number of PV Modules: 100 Modules
Number of Bays: 148 Bays
Number of Positive Attachments: 18 attachments
Number of ballast blocks: 112 blocks
Block type: 4x8x16 (Nominal) CMU Cap Block
Block weight, W =32.5 lb
Weight of PV Modules & racking: 6,003 lb Area covered by PV system: 2,762 Sq. ft
Weight of Ballast: 3,640 lb Average PV system dead load: 3.5 psf
Total weight of PV system: 9,643 lb
Summary by Roof:
Roof Name # of
Modules
# of
Bays
# of
Blocks N/A # of
Attachments
PV Area
(Sq. ft)
Average
Weight (psf)
Max Bay
Weight (lb)
Roof 1 52 76 58 0 9 1,436.2 3.5 85.8
Roof 2 48 72 54 0 9 1,325.7 3.5 85.8
Summary by Section:
Section Name # of
Modules
# of
Bays
# of
Blocks N/A # of
Attachments
Array Area
(Sq. ft)
Average
Weight (psf)
Max Bay
Weight (lb)
Roof 1 Arr 1 52 76 58 0 9 1,436.2 3.5 85.8
Roof 2 Arr 1 48 72 54 0 9 1,325.7 3.5 85.8
Totals: 100 148 112 0 18 2,762
1 2 3
Summary of Ballast Calculations:
The block weight is a critical component of these calculations. If the actual block weight(s) differ from that shown here, these
calculations shall be considered invalid. Please contact PZSE so that accurate ballast counts may be provided.
Note: Print order for large array calculations is "RIGHT THEN DOWN"
4 5 6
7 8 9
Page 8 of 29
Roof 1 Arr 1 Load IFI_S
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
IFI Wind Loading - South Wind 90-180 Module Area 21.12 sq. ft. Roof height:30.0 ft h 30.0 ft Total Wind Uplift: 5459 lb Edge bays FOS 1
Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.70 h_pt 1.3 ft Min Uplift Ballast: 0 lb Field bays FOS 1
FR # of Modules: 52 q_h = 11.8 psf L_N-S (min) 100.0 ft Total Wind Drag: 433 lb
Subtotals # Modules for drag:52.0 L_E-W (min) 150.0 ft Min Drag Ballast: 0 lb
Fv V ballastFh H ballast
## 0 ## 0 RZ 3 kp_MU 1.04 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.03 Anh=2402 0.00
AZ 3 cP_MU -0.45 F_v = 116 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 4 cP_MU -0.41 F_v = 104 lb AZ 4 cP_MU -0.41 F_v = 104 lb
Anv= 185 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02
cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb
Sharing:4 Modules 44 Sharing:6 Modules 44 Sharing:6 Modules 44 Sharing:6 Modules 44 Sharing:6 Modules 48 Sharing:6 Modules 48
## 0 ## 0 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 0.00
AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb
Anv= 277 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02
cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb
Sharing:6 Modules 44 Sharing:8 Modules 44 Sharing:8 Modules 44 Sharing:8 Modules 44 Sharing:8 Modules 48 Sharing:8 Modules 48
## 0 ## 0 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 0.00
AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 5 cP_MU -0.43 F_v = 109 lb AZ 5 cP_MU -0.43 F_v = 109 lb AZ 4 cP_MU -0.39 F_v = 99 lb AZ 6 cP_MU -0.39 F_v = 97 lb
Anv= 277 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 370 kp_MS 1.02
cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.20 F_h = 9 lb
Sharing:6 Modules 44 Sharing:8 Modules 44 Sharing:7 Modules 51 Sharing:7 Modules 51 Sharing:7 Modules 48 Sharing:8 Modules 50
## 0 72 0 RZ 3 kp_MU 1.04 Anh=2402 1.00 RZ 3 kp_MU 1.04 Anh=2402 1.00 RZ 3 kp_MU 1.04 Anh=2402 0.68
AZ 5 cP_MU -0.51 F_v = 132 lb AZ 5 cP_MU -0.47 F_v = 121 lb AZ 5 cP_MU -0.51 F_v = 132 lb
Anv= 185 kp_MS 1.02 Anv= 231 kp_MS 1.02 Anv= 185 kp_MS 1.02
cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb
Sharing:4 Modules 51 Sharing:5 Modules 51 Sharing:4 Modules 51
Page 9 of 29
Roof 1 Arr 1 Load IFI_S
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3
AZ 4 cP_MU -0.41 F_v = 104 lb AZ 4 cP_MU -0.41 F_v = 104 lb AZ 4 cP_MU -0.41 F_v = 104 lb AZ 4 cP_MU -0.41 F_v = 104 lb AZ 4 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3
Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.18 F_h = 8 lb
Sharing:6 Modules 48 Sharing:6 Modules 48 Sharing:6 Modules 48 Sharing:6 Modules 48 Sharing:6 Modules 48 Sharing:6 Modules 44 Sharing:
RZ 3 kp_MU 1.02 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3
AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3
Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.18 F_h = 8 lb
Sharing:8 Modules 48 Sharing:8 Modules 48 Sharing:8 Modules 48 Sharing:8 Modules 48 Sharing:8 Modules 48 Sharing:8 Modules 44 Sharing:
RZ 3 kp_MU 1.02 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 0.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3
AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 6 cP_MU -0.39 F_v = 100 lb AZ 6 cP_MU -0.39 F_v = 100 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 5
Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb
Sharing:8 Modules 48 Sharing:8 Modules 48 Sharing:7 Modules 50 Sharing:7 Modules 50 Sharing:8 Modules 44 Sharing:8 Modules 44 Sharing:
RZ 3 kp_MU 1.04 Anh=2402 0.68 RZ 3 kp_MU 1.04 Anh=2402 0.68 RZ 3 kp_MU 1.04 Anh=2402 0.68 RZ 3 kp_MU 1.04 Anh=2402 0.68
AZ 5 cP_MU -0.47 F_v = 121 lb AZ 5 cP_MU -0.47 F_v = 121 lb AZ 5 cP_MU -0.47 F_v = 121 lb AZ 5 cP_MU -0.47 F_v = 121 lb
Anv= 231 kp_MS 1.02 Anv= 231 kp_MS 1.02 Anv= 231 kp_MS 1.02 Anv= 231 kp_MS 1.02
cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb
Sharing:5 Modules 51 Sharing:5 Modules 51 Sharing:5 Modules 51 Sharing:5 Modules 51
Page 10 of 29
Roof 1 Arr 1 Load IFI_S
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.04 Anh=2402 1.00
cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.45 F_v = 116 lb
kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 185 kp_MS 1.02
cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb
6 Modules 44 Sharing:6 Modules 44 Sharing:4 Modules 44
kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.04 Anh=2402 1.00
cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 5 cP_MU -0.47 F_v = 121 lb
kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 231 kp_MS 1.02
cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.20 F_h = 9 lb
8 Modules 44 Sharing:8 Modules 44 Sharing:5 Modules 51
kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00
cP_MU -0.42 F_v = 105 lb AZ 3 cP_MU -0.41 F_v = 104 lb
kp_MS 1.02 Anv= 277 kp_MS 1.02
cP_MS -0.20 F_h = 9 lb cP_MS -0.18 F_h = 8 lb
8 Modules 51 Sharing:6 Modules 44
RZ 3 kp_MU 1.04 Anh=2402 1.00
AZ 5 cP_MU -0.58 F_v = 148 lb
Anv= 139 kp_MS 1.02
cP_MS -0.20 F_h = 9 lb
Sharing:3 Modules 51
Page 11 of 29
Roof 1 Arr 1 Load
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
IFI Wind Loading - North Wind 0-90 Module Area 21.12 sq. ft. Roof height:30.0 ft h 30.0 ft Total Wind Uplift: 6055 lb Edge bays FOS 1
Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.70 h_pt 1.3 ft Min Uplift Ballast: 1111 lb Field bays FOS 1
FR # of Modules: 52 q_h = 11.8 psf L_N-S (min) 100.0 ft Total Wind Drag: 448 lb
Subtotals # of Bays: 76 # Modules for drag:52.0 L_E-W (min) 150.0 ft Min Drag Ballast: 0 lb
Fv V ballastFh H ballast
Ballast Ballast Ballast 0 Ballast 0 Ballast 0 Ballast 0
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
## ## ## 0 1 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00
n--w AZ 1 cP_MU -0.57 F_v = 148 lb n---AZ 1 cP_MU -0.50 F_v = 130 lb n---AZ 1 cP_MU -0.50 F_v = 130 lb n---AZ 1 cP_MU -0.50 F_v = 130 lb n---AZ 2 cP_MU -0.28 F_v = 104 lb n---AZ 2 cP_MU -0.28 F_v = 104 lb
Anv= 200 kp_MS 0.99 Ballast: 40 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300 kp_MS 0.99 Ballast: 14 lb Anv= 300 kp_MS 0.99 Ballast: 14 lb
n--w cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb
Ballast Sharing:4 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
## ## ## 0 2 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00
---w AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb
Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb
---w cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb
0 Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
## ## ## 0 2 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00
---w AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 3 cP_MU -0.48 F_v = 123 lb ----AZ 3 cP_MU -0.48 F_v = 123 lb ----AZ 4 cP_MU -0.26 F_v = 99 lb ----AZ 4 cP_MU -0.25 F_v = 97 lb
Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 350 kp_MS 0.99 Ballast: 25 lb Anv= 350 kp_MS 0.99 Ballast: 25 lb Anv= 350 kp_MS 0.99 Ballast: 11 lb Anv= 400 kp_MS 0.99 Ballast: 10 lb
---w cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 8 lb --s-cP_MS -0.20 F_h = 9 lb
0 Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:7 Modules 51 Drag Ballast:0 lb Ballast Sharing:7 Modules 51 Drag Ballast:0 lb Ballast Sharing:7 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 50 Drag Ballast:0 lb
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
## ## 72 0 2 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 3 pnl 2 pnl 3 pnl RZ 1 kp_MU 1.04 Anh=2597 0.68 3 pnl
---w AZ 3 cP_MU -0.57 F_v = 148 lb ----AZ 3 cP_MU -0.54 F_v = 138 lb ic--se --s- ic--sw AZ 3 cP_MU -0.50 F_v = 132 lb ic--se
Anv= 200 kp_MS 0.99 Ballast: 40 lb Anv= 250 kp_MS 0.99 Ballast: 34 lb Anv= 200 kp_MS 0.99 Ballast: 31 lb
--sw cP_MS -0.20 F_h = 9 lb -es-cP_MS -0.20 F_h = 9 lb -esw cP_MS -0.20 F_h = 9 lb
Ballast Sharing:4 Modules 51 Drag Ballast:0 lb Ballast Sharing:5 Modules 51 Drag Ballast:0 lb Ballast 4 4 Ballast Sharing:4 Modules 51 Drag Ballast:0 lb Ballast
33 lb 33 lb 33 lb 33 lb 33 lb
1 pnl 2 pnl 1 pnl 1 pnl 1 pnl
--sw --s- -es- --sw -es-
1 1
Page 12 of 29
Roof 1 Arr 1 Load
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Ballast 0 Ballast 0 Ballast 0 Ballast 0 Ballast 0 Ballast 0 Ballast
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
2 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 2 pnl RZ 1
n---AZ 2 cP_MU -0.28 F_v = 104 lb n---AZ 2 cP_MU -0.28 F_v = 104 lb n---AZ 2 cP_MU -0.28 F_v = 104 lb n---AZ 2 cP_MU -0.28 F_v = 104 lb n---AZ 2 cP_MU -0.28 F_v = 104 lb n---AZ 1 cP_MU -0.50 F_v = 130 lb n---AZ 1
Anv= 300 kp_MS 0.99 Ballast: 14 lb Anv= 300 kp_MS 0.99 Ballast: 14 lb Anv= 300 kp_MS 0.99 Ballast: 14 lb Anv= 300 kp_MS 0.99 Ballast: 14 lb Anv= 300 kp_MS 0.99 Ballast: 14 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300
n---cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb n---
Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1
----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 3
Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 400
----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb ----
Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1
----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.26 F_v = 100 lb ----AZ 4 cP_MU -0.26 F_v = 100 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 3
Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 350 kp_MS 0.99 Ballast: 11 lb Anv= 350 kp_MS 0.99 Ballast: 11 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 400
----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb --s-
Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:7 Modules 50 Drag Ballast:0 lb Ballast Sharing:7 Modules 50 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
3 pnl RZ 1 kp_MU 1.04 Anh=2597 0.68 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.68 3 pnl 2 pnl 3 pnl RZ 1 kp_MU 1.04 Anh=2597 0.68 4 pnl RZ 1 kp_MU 1.04 Anh=2597 0.68 3 pnl
ic--sw AZ 3 cP_MU -0.46 F_v = 121 lb ----AZ 3 cP_MU -0.46 F_v = 121 lb ic--se --s- ic--sw AZ 3 cP_MU -0.46 F_v = 121 lb ----AZ 3 cP_MU -0.46 F_v = 121 lb ic--se
Anv= 250 kp_MS 0.99 Ballast: 24 lb Anv= 250 kp_MS 0.99 Ballast: 24 lb Anv= 250 kp_MS 0.99 Ballast: 24 lb Anv= 250 kp_MS 0.99 Ballast: 24 lb
--sw cP_MS -0.20 F_h = 9 lb -es-cP_MS -0.20 F_h = 9 lb --sw cP_MS -0.20 F_h = 9 lb -es-cP_MS -0.20 F_h = 9 lb
Ballast Sharing:5 Modules 51 Drag Ballast:0 lb Ballast Sharing:5 Modules 51 Drag Ballast:0 lb Ballast 4 4 Ballast Sharing:5 Modules 51 Drag Ballast:0 lb Ballast Sharing:5 Modules 51 Drag Ballast:0 lb Ballast
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
1 pnl 2 pnl 1 pnl 1 pnl 2 pnl 1 pnl
--sw --s- -es- --sw --s- -es-
2 2 1 1 2 2
Page 13 of 29
Roof 1 Arr 1 Load
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
0 Ballast 0 Ballast Ballast
33 lb 33 lb 33 lb
kp_MU 1.04 Anh=2597 1.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 2 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 1 pnl
cP_MU -0.50 F_v = 130 lb n---AZ 1 cP_MU -0.50 F_v = 130 lb n---AZ 1 cP_MU -0.57 F_v = 148 lb ne--
kp_MS 0.99 Ballast: 29 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 200 kp_MS 0.99 Ballast: 40 lb
cP_MS -0.20 F_h = 8 lb n---cP_MS -0.20 F_h = 8 lb ne--cP_MS -0.20 F_h = 8 lb
6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:4 Modules 48 Drag Ballast:0 lb Ballast
33 lb 33 lb 33 lb
kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 2 pnl
cP_MU -0.45 F_v = 117 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 3 cP_MU -0.54 F_v = 138 lb -e--
kp_MS 0.99 Ballast: 22 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 250 kp_MS 0.99 Ballast: 34 lb
cP_MS -0.20 F_h = 8 lb ----cP_MS -0.20 F_h = 8 lb -es-cP_MS -0.20 F_h = 9 lb
8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:5 Modules 51 Drag Ballast:0 lb Ballast 2
33 lb 33 lb 33 lb
kp_MU 1.04 Anh=2597 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 3 pnl 1 pnl
cP_MU -0.45 F_v = 117 lb ----AZ 3 cP_MU -0.50 F_v = 130 lb ic--se -es-
kp_MS 0.99 Ballast: 22 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb
cP_MS -0.20 F_h = 9 lb -e--cP_MS -0.20 F_h = 8 lb
8 Modules 51 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast 4 1
33 lb 33 lb
3 pnl RZ 1 kp_MU 1.04 Anh=2597 1.00 2 pnl
ic--sw AZ 3 cP_MU -0.62 F_v = 161 lb -e--
Anv= 150 kp_MS 0.99 Ballast: 48 lb
-esw cP_MS -0.20 F_h = 9 lb
5 Ballast Sharing:3 Modules 51 Drag Ballast:0 lb Ballast 2
33 lb 33 lb
1 pnl 1 pnl
--sw -es-
2 1 1
Page 14 of 29
Roof 1 Arr 1 Manipulation
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Adjustment & Attachment Calc Total # Anchors: 9 Total Array Weight: 4,993 lb Allow. Ballast: N/A lb Seismic Coefficient: 0.84 *0.7*Wp Ballast Bay Key:
Roof 1 Arr 1 Total # modules: 52 Array Area: 1,436.2 sq. ft Seismic Snow per Module: 0 lb # of Blocks -->
FR Total # Blocks: 58 Average Weight: 3.5 psf Max Blocks Per Bay: 5
Subtotals Max ->Max Bay Weight: 85.8 lb
Blk Up Drag$K$6,0.0588 37.25 $K$6,0.3053 37.25 $K$6,0.3053 37.25 $K$6,0.0588 37.25 $AI$6,0.0588 37.25 $AI$6,0.3053
Blocks 1 0 Anchor 1 0 Blocks 0 0 Blocks 0 0 Blocks 1 0
1 0 0 1 1
8 0 0 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
n--w #Array Zone 1 N/A n--- 5 Array Zone 1 N/A n--- 5 Array Zone 1 N/A n--- #Array Zone 1 N/A n--- #Array Zone 2 N/A
8
$K$6,0.0446n--w Res. Up = 0 lb #$K$6,0.0913n---Res. Up = 0 lb #$K$6,0.0913n---Res. Up = 0 lb #$K$6,0.0446n---Res. Up = 0 lb #$AI$6,0.0446n---Res. Up = 0 lb #$AI$6,0.0913
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #
1 1 1 1 1
16 0 18 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
---w #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 4 N/A
$E$24,0.0813---w Res. Up = 0 lb #$E$24,0.0813----Res. Up = 0 lb #$E$24,0.0397----Res. Up = 0 lb #$AC$24,0.0377----Res. Up = 0 lb #$AC$24,0.0772----Res. Up = 0 lb #$AC$24,0.0772
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 6 lb #Blocks Res. Lat. = 8 lb #Blocks Res. Lat. = 0 lb #
1 1 1 1 1
16 0 6.9 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
---w #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 4 N/A
$E$24,0.2717---w Res. Up = 0 lb #$E$24,0.2717----Res. Up = 0 lb #$E$24,0.0523--s-Res. Up = 0 lb #$AC$24,0.0497--s-Res. Up = 0 lb #$AC$24,0.2582----Res. Up = 0 lb #$AC$24,0.2582
Anchor Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 7 lb #Blocks Res. Lat. = 0 lb #Anchor Res. Lat. = 0 lb #
0 0 1 1 0
5 0 0 Roof Zone 1 Roof Zone 1 Roof Zone 1
---w 5 Array Zone 3 N/A ---- 5 Array Zone 3 N/A ic--se # --s- # ic--sw 5 Array Zone 3 N/A
9 10
$E$24,0.0813--sw Res. Up = 0 lb #$E$24,0.0813-es-Res. Up = 0 lb # $E$24,0.0397 $AC$24,0.0772-esw Res. Up = 0 lb #$AC$24,0.0772
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Blocks Res. Lat. = 0 lb #
1 1 1 1
13 0 0
--sw # --s- # -es- # --sw #
Page 15 of 29
Roof 1 Arr 1 Manipulation
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Anchor <-- Black background and "Anchor"Total # Anchors: 9 Total Array Weight: 4,993 lb Ballast Bay Key:Anchor <-- Black background and "Anchor"
3 indicates anchor at this bayTotal # modules: 52 Array Area: 1,436.2 sq. ft # of Blocks -->3 indicates anchor at this bay
Total # Blocks: 58 Average Weight: 3.5 psf
0 0 Max Bay Weight: 85.8 lb
$AI$6,0.3053 37.25 $AI$6,0.3053 37.25 $AI$6,0.0588 37.25 $BG$6,0.0588 37.25 $BG$6,0.3053 37.25 $BG$6,0.3053 37.25 $BG$6,0.0588
Anchor 1 0 Blocks 0 0 Blocks 1 0 Blocks 0 0 Anchor 1 0 Blocks 1 0
0 0 1 1 0 0
Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
n--- 5 Array Zone 2 N/A n--- 5 Array Zone 2 N/A n--- #Array Zone 2 N/A n--- #Array Zone 2 N/A n--- 5 Array Zone 2 N/A n--- 5 Array Zone 2 N/A
8 8
$AI$6,0.0913n---Res. Up = 0 lb #$AI$6,0.0913n---Res. Up = 0 lb #$AI$6,0.0446n---Res. Up = 0 lb #$BG$6,0.0446n---Res. Up = 0 lb #$BG$6,0.0913n---Res. Up = 0 lb #$BG$6,0.0913n---Res. Up = 0 lb #$BG$6,0.0446
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #
1 1 1 1 1 1
Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A
$AC$24,0.0772----Res. Up = 0 lb #$AC$24,0.0377;$AU$24,0.0363----Res. Up = 0 lb #$AU$24,0.0744----Res. Up = 0 lb #$AU$24,0.0744----Res. Up = 0 lb #$AU$24,0.0363;$BM$24,0.0363----Res. Up = 0 lb #$BM$24,0.0744----Res. Up = 0 lb #$BM$24,0.0744
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 1 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #
1 1 1 1 1 1
Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 3 N/A
$AC$24,0.2582--s-Res. Up = 0 lb #$AC$24,0.0497;$AU$24,0.0479----Res. Up = 0 lb #$AU$24,0.2488----Res. Up = 0 lb #$AU$24,0.2488--s-Res. Up = 0 lb #$AU$24,0.0479;$BM$24,0.0479--s-Res. Up = 0 lb #$BM$24,0.2488----Res. Up = 0 lb #$BM$24,0.2488
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Anchor Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Anchor Res. Lat. = 0 lb #
0 1 0 0 1 0
Roof Zone 1 Roof Zone 1 Roof Zone 1
ic--se 5 ic--sw #Array Zone 3 N/A ---- 5 Array Zone 3 N/A ic--se 5 --s- # ic--sw 5 Array Zone 3 N/A
10.90833 10.18965
$AC$24,0.0772 $AU$24,0.0363--sw Res. Up = 0 lb #$AU$24,0.0744-es-Res. Up = 0 lb # $AU$24,0.0744 $BM$24,0.0744--sw Res. Up = 0 lb #$BM$24,0.0744
Blocks Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Blocks Res. Lat. = 0 lb #
1 1 1 1 1
-es- # --sw # --s- # -es- # --sw #
Page 16 of 29
Roof 1 Arr 1 Manipulation
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Total # Anchors: 9 Total Array Weight: 4,993 lb Ballast Bay Key:Anchor <-- Black background and "Anchor"
Total # modules: 52 Array Area: 1,436.2 sq. ft # of Blocks -->3 indicates anchor at this bay
Total # Blocks: 58 Average Weight: 3.5 psf
0 0 Max Bay Weight: 85.8 lb
$BG$6,0.0588 37.25 $CE$6,0.0588 37.25 $CE$6,0.3053 37.25 $CE$6,0.3053 37.25 $CE$6,0.0588 37.25
Blocks 0 0 Blocks 0 0 Anchor 2 0 Blocks 0 0 Blocks 0 0
1 1 0 0 1
Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
n--- #Array Zone 1 N/A n--- #Array Zone 1 N/A n--- 5 Array Zone 1 N/A n--- 5 Array Zone 1 N/A ne-- #
8
$BG$6,0.0446n---Res. Up = 0 lb #$CE$6,0.0446n---Res. Up = 0 lb #$CE$6,0.0913n---Res. Up = 0 lb #$CE$6,0.0913ne--Res. Up = 0 lb # $CE$6,0.0446
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks
1 1 1 1 1
Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A -e-- #
$BM$24,0.0744----Res. Up = 0 lb #$CE$24,0.0382;$BM$24,0.0363----Res. Up = 0 lb #$CE$24,0.0781----Res. Up = 0 lb #$CE$24,0.0781-es-Res. Up = 0 lb # $CE$24,0.0382
Blocks Res. Lat. = 1 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks
1 1 1 1 1
Roof Zone 1 Roof Zone 1 Roof Zone 1
---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ic--se # -es- #
$BM$24,0.2488----Res. Up = 0 lb #$CE$24,0.0503;$BM$24,0.0479--s-Res. Up = 0 lb #$CE$24,0.2613-e--Res. Up = 0 lb # $CE$24,0.2613
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Anchor Res. Lat. = 0 lb #Blocks
0 1 0 0
Roof Zone 1 Roof Zone 1
---- 5 Array Zone 3 N/A ic--se # ic--sw 5 Array Zone 3 N/A -e-- 5
10
$BM$24,0.0744-es-Res. Up = 0 lb #$CE$24,0.0382;$BM$24,0.0363 $CE$24,0.0781-esw Res. Up = 0 lb # $CE$24,0.0781
Blocks Res. Lat. = 0 lb #Blocks Blocks Res. Lat. = 0 lb #Blocks
1 1 1 1
--s- # -es- # --sw # -es- #
Page 17 of 29
Roof 2 Arr 1 Load IFI_S
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
IFI Wind Loading - South Wind 90-180 Module Area 21.12 sq. ft. Roof height:30.0 ft h 30.0 ft Total Wind Uplift: 5040 lb Edge bays FOS 1
Roof 2 Arr 1 Module Tilt 10 degrees Kz = 0.70 h_pt 1.3 ft Min Uplift Ballast: 0 lb Field bays FOS 1
FR # of Modules: 48 q_h = 11.8 psf L_N-S (min) 100.0 ft Total Wind Drag: 413 lb
Subtotals # Modules for drag:48.0 L_E-W (min) 150.0 ft Min Drag Ballast: 0 lb
Fv V ballastFh H ballast
## 0 65 0 RZ 3 kp_MU 1.04 Anh=2217 1.00 RZ 3 kp_MU 1.04 Anh=2217 1.00 RZ 3 kp_MU 1.04 Anh=2217 0.68
AZ 3 cP_MU -0.45 F_v = 116 lb AZ 3 cP_MU -0.45 F_v = 116 lb AZ 3 cP_MU -0.48 F_v = 124 lb
Anv= 185 kp_MS 1.02 Anv= 185 kp_MS 1.02 Anv= 139 kp_MS 1.02
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb
Sharing:4 Modules 46 Sharing:4 Modules 46 Sharing:3 Modules 46
## 0 99 0 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 0.02 RZ 3 kp_MU 1.02 Anh=2217 0.02
AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.39 F_v = 99 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.38 F_v = 95 lb
Anv= 277 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 370 kp_MS 1.02
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb
Sharing:6 Modules 46 Sharing:7 Modules 46 Sharing:6 Modules 46 Sharing:8 Modules 46
## 0 ## 0 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.02 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.02 Anh=2217 0.00 RZ 3 kp_MU 1.02 Anh=2217 0.00
AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.39 F_v = 99 lb AZ 3 cP_MU -0.39 F_v = 99 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb
Anv= 277 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb
Sharing:6 Modules 46 Sharing:8 Modules 46 Sharing:7 Modules 46 Sharing:7 Modules 46 Sharing:8 Modules 50 Sharing:8 Modules 50
## 0 ## 0 RZ 3 kp_MU 1.04 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 0.00 RZ 3 kp_MU 1.03 Anh=2217 0.00
AZ 5 cP_MU -0.51 F_v = 132 lb AZ 5 cP_MU -0.45 F_v = 115 lb AZ 5 cP_MU -0.45 F_v = 115 lb AZ 5 cP_MU -0.45 F_v = 115 lb AZ 6 cP_MU -0.40 F_v = 102 lb AZ 6 cP_MU -0.40 F_v = 102 lb
Anv= 185 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02
cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb
Sharing:4 Modules 53 Sharing:6 Modules 53 Sharing:6 Modules 53 Sharing:6 Modules 53 Sharing:6 Modules 52 Sharing:6 Modules 52
Page 18 of 29
Roof 2 Arr 1 Load IFI_S
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
RZ 3 kp_MU 1.04 Anh=2217 0.68 RZ 3 kp_MU 1.04 Anh=2217 0.68 RZ 3 kp_MU 1.04 Anh=2217 0.68 RZ 3 kp_MU 1.04 Anh=2217 0.68
AZ 3 cP_MU -0.43 F_v = 109 lb AZ 3 cP_MU -0.43 F_v = 109 lb AZ 3 cP_MU -0.43 F_v = 109 lb AZ 3 cP_MU -0.43 F_v = 109 lb
Anv= 231 kp_MS 1.02 Anv= 231 kp_MS 1.02 Anv= 231 kp_MS 1.02 Anv= 231 kp_MS 1.02
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb
Sharing:5 Modules 46 Sharing:5 Modules 46 Sharing:5 Modules 46 Sharing:5 Modules 46
RZ 3 kp_MU 1.02 Anh=2217 0.02 RZ 3 kp_MU 1.02 Anh=2217 0.02 RZ 3 kp_MU 1.03 Anh=2217 0.00 RZ 3 kp_MU 1.03 Anh=2217 0.00 RZ 3 kp_MU 1.02 Anh=2217 1.00 RZ 3 kp_MU 1.02 Anh=2217 1.00 RZ 3
AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.39 F_v = 99 lb AZ 4 cP_MU -0.39 F_v = 99 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3
Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb
Sharing:8 Modules 46 Sharing:8 Modules 46 Sharing:7 Modules 50 Sharing:7 Modules 50 Sharing:8 Modules 46 Sharing:8 Modules 46 Sharing:
RZ 3 kp_MU 1.02 Anh=2217 0.00 RZ 3 kp_MU 1.02 Anh=2217 0.00 RZ 3 kp_MU 1.02 Anh=2217 0.00 RZ 3 kp_MU 1.02 Anh=2217 0.00 RZ 3 kp_MU 1.02 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3
AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3
Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277
cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb
Sharing:8 Modules 50 Sharing:8 Modules 50 Sharing:8 Modules 50 Sharing:8 Modules 50 Sharing:8 Modules 46 Sharing:6 Modules 46 Sharing:
RZ 3 kp_MU 1.03 Anh=2217 0.00 RZ 3 kp_MU 1.03 Anh=2217 0.00 RZ 3 kp_MU 1.03 Anh=2217 0.00 RZ 3 kp_MU 1.03 Anh=2217 0.00 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 1.00 RZ 3
AZ 6 cP_MU -0.40 F_v = 102 lb AZ 6 cP_MU -0.40 F_v = 102 lb AZ 6 cP_MU -0.40 F_v = 102 lb AZ 6 cP_MU -0.40 F_v = 102 lb AZ 5 cP_MU -0.45 F_v = 115 lb AZ 5 cP_MU -0.45 F_v = 115 lb AZ 5
Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277
cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb
Sharing:6 Modules 52 Sharing:6 Modules 52 Sharing:6 Modules 52 Sharing:6 Modules 52 Sharing:6 Modules 53 Sharing:6 Modules 53 Sharing:
Page 19 of 29
Roof 2 Arr 1 Load IFI_S
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
RZ 3 kp_MU 1.04 Anh=2217 1.00
AZ 3 cP_MU -0.48 F_v = 124 lb
Anv= 139 kp_MS 1.02
cP_MS -0.19 F_h = 8 lb
Sharing:3 Modules 46
kp_MU 1.02 Anh=2217 1.00 RZ 3 kp_MU 1.04 Anh=2217 1.00
cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.43 F_v = 109 lb
kp_MS 1.02 Anv= 231 kp_MS 1.02
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb
8 Modules 46 Sharing:5 Modules 46
kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.03 Anh=2217 1.00
cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.41 F_v = 104 lb
kp_MS 1.02 Anv= 277 kp_MS 1.02
cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb
6 Modules 46 Sharing:6 Modules 46
kp_MU 1.03 Anh=2217 1.00 RZ 3 kp_MU 1.04 Anh=2217 1.00
cP_MU -0.45 F_v = 115 lb AZ 5 cP_MU -0.51 F_v = 132 lb
kp_MS 1.02 Anv= 185 kp_MS 1.02
cP_MS -0.21 F_h = 9 lb cP_MS -0.21 F_h = 9 lb
6 Modules 53 Sharing:4 Modules 53
Page 20 of 29
Roof 2 Arr 1 Load
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
IFI Wind Loading - North Wind 0-90 Module Area 21.12 sq. ft. Roof height:30.0 ft h 30.0 ft Total Wind Uplift: 5655 lb Edge bays FOS 1
Roof 2 Arr 1 Module Tilt 10 degrees Kz = 0.70 h_pt 1.3 ft Min Uplift Ballast: 1065 lb Field bays FOS 1
FR # of Modules: 48 q_h = 11.8 psf L_N-S (min) 100.0 ft Total Wind Drag: 421 lb
Subtotals # of Bays: 72 # Modules for drag:48.0 L_E-W (min) 150.0 ft Min Drag Ballast: 0 lb
Fv V ballastFh H ballast
Ballast Ballast Ballast Ballast Ballast
33 lb 33 lb 33 lb 33 lb 33 lb
## ## 68 0 1 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 2 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 1 pnl 1 pnl RZ 1 kp_MU 1.04 Anh=2398 0.68 1 pnl
n--w AZ 1 cP_MU -0.57 F_v = 148 lb n---AZ 1 cP_MU -0.57 F_v = 148 lb ne-- n--w AZ 1 cP_MU -0.54 F_v = 139 lb ne--
Anv= 200 kp_MS 0.99 Ballast: 40 lb Anv= 200 kp_MS 0.99 Ballast: 40 lb Anv= 150 kp_MS 0.99 Ballast: 35 lb
n--w cP_MS -0.20 F_h = 9 lb ne--cP_MS -0.20 F_h = 9 lb ne-w cP_MS -0.20 F_h = 9 lb
Ballast Sharing:4 Modules 48 Drag Ballast:0 lb Ballast Sharing:4 Modules 48 Drag Ballast:0 lb Ballast Ballast Sharing:3 Modules 48 Drag Ballast:0 lb Ballast
33 lb 33 lb 33 lb 33 lb 33 lb
## ## ## 0 2 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 2 pnl 2 pnl RZ 1 kp_MU 1.04 Anh=2398 0.02 3 pnl RZ 1 kp_MU 1.04 Anh=2398 0.02
---w AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 3 cP_MU -0.48 F_v = 123 lb -e-- ---w AZ 3 cP_MU -0.29 F_v = 104 lb ic--ne AZ 1 cP_MU -0.25 F_v = 95 lb
Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 350 kp_MS 0.99 Ballast: 25 lb Anv= 300 kp_MS 0.99 Ballast: 14 lb Anv= 400 kp_MS 0.99 Ballast: 8 lb
---w cP_MS -0.20 F_h = 9 lb -e--cP_MS -0.20 F_h = 9 lb ---w cP_MS -0.20 F_h = 9 lb n---cP_MS -0.20 F_h = 9 lb
0 Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:7 Modules 48 Drag Ballast:0 lb Ballast 5 Ballast 5 Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
## ## ## 0 2 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 3 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 2 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 3 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00
---w AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ic--ne AZ 1 cP_MU -0.48 F_v = 123 lb n---AZ 1 cP_MU -0.48 F_v = 123 lb ic--nw AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb
Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 350 kp_MS 0.99 Ballast: 25 lb Anv= 350 kp_MS 0.99 Ballast: 25 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb
---w cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb n---cP_MS -0.20 F_h = 9 lb n---cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb
0 Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:7 Modules 48 Drag Ballast:0 lb Ballast Sharing:7 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 50 Drag Ballast:0 lb Ballast Sharing:8 Modules 50 Drag Ballast:0 lb
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
## ## ## 0 2 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00
---w AZ 3 cP_MU -0.57 F_v = 148 lb ----AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 4 cP_MU -0.28 F_v = 102 lb ----AZ 4 cP_MU -0.28 F_v = 102 lb
Anv= 200 kp_MS 0.99 Ballast: 40 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300 kp_MS 0.99 Ballast: 13 lb Anv= 300 kp_MS 0.99 Ballast: 13 lb
--sw cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb
0 Ballast Sharing:4 Modules 53 Drag Ballast:0 lb Ballast Sharing:6 Modules 53 Drag Ballast:0 lb Ballast Sharing:6 Modules 53 Drag Ballast:0 lb Ballast Sharing:6 Modules 53 Drag Ballast:0 lb Ballast Sharing:6 Modules 52 Drag Ballast:0 lb Ballast Sharing:6 Modules 52 Drag Ballast:0 lb
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
1 pnl 2 pnl 2 pnl 2 pnl 2 pnl 2 pnl
--sw --s- --s- --s- --s- --s-
3 3 3 3
Page 21 of 29
Roof 2 Arr 1 Load
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Ballast 0 Ballast 0 Ballast 0 0 Ballast 0 Ballast 0 Ballast
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
1 pnl RZ 1 kp_MU 1.04 Anh=2398 0.68 2 pnl RZ 1 kp_MU 1.04 Anh=2398 0.68 1 pnl 1 pnl RZ 1 kp_MU 1.04 Anh=2398 0.68 2 pnl RZ 1 kp_MU 1.04 Anh=2398 0.68 1 pnl
n--w AZ 1 cP_MU -0.46 F_v = 119 lb n---AZ 1 cP_MU -0.46 F_v = 119 lb ne-- n--w AZ 1 cP_MU -0.46 F_v = 119 lb n---AZ 1 cP_MU -0.46 F_v = 119 lb ne--
Anv= 250 kp_MS 0.99 Ballast: 23 lb Anv= 250 kp_MS 0.99 Ballast: 23 lb Anv= 250 kp_MS 0.99 Ballast: 23 lb Anv= 250 kp_MS 0.99 Ballast: 23 lb
n--w cP_MS -0.20 F_h = 9 lb ne--cP_MS -0.20 F_h = 9 lb n--w cP_MS -0.20 F_h = 9 lb ne--cP_MS -0.20 F_h = 9 lb
Ballast Sharing:5 Modules 48 Drag Ballast:0 lb Ballast Sharing:5 Modules 48 Drag Ballast:0 lb Ballast 4 Ballast 4 Ballast Sharing:5 Modules 48 Drag Ballast:0 lb Ballast Sharing:5 Modules 48 Drag Ballast:0 lb Ballast
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
3 pnl RZ 1 kp_MU 1.04 Anh=2398 0.02 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.02 3 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 2 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 3 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 3 pnl RZ 1
ic--nw AZ 3 cP_MU -0.25 F_v = 95 lb ----AZ 3 cP_MU -0.25 F_v = 95 lb ic--ne AZ 2 cP_MU -0.26 F_v = 99 lb n---AZ 2 cP_MU -0.26 F_v = 99 lb ic--nw AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ic--ne AZ 1
Anv= 400 kp_MS 0.99 Ballast: 8 lb Anv= 400 kp_MS 0.99 Ballast: 8 lb Anv= 350 kp_MS 0.99 Ballast: 11 lb Anv= 350 kp_MS 0.99 Ballast: 11 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 400
----cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb n---cP_MS -0.20 F_h = 9 lb n---cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb n---
Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:7 Modules 50 Drag Ballast:0 lb Ballast Sharing:7 Modules 50 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1
----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 4 cP_MU -0.25 F_v = 95 lb ----AZ 3 cP_MU -0.45 F_v = 117 lb ----AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 3
Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 9 lb Anv= 400 kp_MS 0.99 Ballast: 22 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300
----cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb ----cP_MS -0.20 F_h = 9 lb ----
Ballast Sharing:8 Modules 50 Drag Ballast:0 lb Ballast Sharing:8 Modules 50 Drag Ballast:0 lb Ballast Sharing:8 Modules 50 Drag Ballast:0 lb Ballast Sharing:8 Modules 50 Drag Ballast:0 lb Ballast Sharing:8 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast Sharing:
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 0.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1
----AZ 4 cP_MU -0.28 F_v = 102 lb ----AZ 4 cP_MU -0.28 F_v = 102 lb ----AZ 4 cP_MU -0.28 F_v = 102 lb ----AZ 4 cP_MU -0.28 F_v = 102 lb ----AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 3 cP_MU -0.50 F_v = 130 lb ----AZ 3
Anv= 300 kp_MS 0.99 Ballast: 13 lb Anv= 300 kp_MS 0.99 Ballast: 13 lb Anv= 300 kp_MS 0.99 Ballast: 13 lb Anv= 300 kp_MS 0.99 Ballast: 13 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb Anv= 300
--s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb --s-cP_MS -0.20 F_h = 9 lb --s-
Ballast Sharing:6 Modules 52 Drag Ballast:0 lb Ballast Sharing:6 Modules 52 Drag Ballast:0 lb Ballast Sharing:6 Modules 52 Drag Ballast:0 lb Ballast Sharing:6 Modules 52 Drag Ballast:0 lb Ballast Sharing:6 Modules 53 Drag Ballast:0 lb Ballast Sharing:6 Modules 53 Drag Ballast:0 lb Ballast Sharing:
33 lb 33 lb 33 lb 33 lb 33 lb 33 lb 33 lb
2 pnl 2 pnl 2 pnl 2 pnl 2 pnl 2 pnl 2 pnl
--s- --s- --s- --s- --s- --s- --s-
3 3 3 3 3
Page 22 of 29
Roof 2 Arr 1 Load
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
0 Ballast 0 Ballast 0
33 lb 33 lb
1 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 1 pnl
n--w AZ 1 cP_MU -0.62 F_v = 161 lb ne--
Anv= 150 kp_MS 0.99 Ballast: 48 lb
ne-w cP_MS -0.20 F_h = 9 lb
5 Ballast Sharing:3 Modules 48 Drag Ballast:0 lb Ballast 2
33 lb 33 lb
kp_MU 1.04 Anh=2398 1.00 3 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 2 pnl
cP_MU -0.45 F_v = 117 lb ic--nw AZ 3 cP_MU -0.54 F_v = 138 lb -e--
kp_MS 0.99 Ballast: 22 lb Anv= 250 kp_MS 0.99 Ballast: 34 lb
cP_MS -0.20 F_h = 9 lb -e--cP_MS -0.20 F_h = 9 lb
8 Modules 48 Drag Ballast:0 lb Ballast Sharing:5 Modules 48 Drag Ballast:0 lb Ballast 3
33 lb 33 lb
kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 2 pnl
cP_MU -0.50 F_v = 130 lb ----AZ 3 cP_MU -0.50 F_v = 130 lb -e--
kp_MS 0.99 Ballast: 29 lb Anv= 300 kp_MS 0.99 Ballast: 29 lb
cP_MS -0.20 F_h = 9 lb -e--cP_MS -0.20 F_h = 9 lb
6 Modules 48 Drag Ballast:0 lb Ballast Sharing:6 Modules 48 Drag Ballast:0 lb Ballast 3
33 lb 33 lb
kp_MU 1.04 Anh=2398 1.00 4 pnl RZ 1 kp_MU 1.04 Anh=2398 1.00 2 pnl
cP_MU -0.50 F_v = 130 lb ----AZ 3 cP_MU -0.57 F_v = 148 lb -e--
kp_MS 0.99 Ballast: 29 lb Anv= 200 kp_MS 0.99 Ballast: 40 lb
cP_MS -0.20 F_h = 9 lb -es-cP_MS -0.20 F_h = 9 lb
6 Modules 53 Drag Ballast:0 lb Ballast Sharing:4 Modules 53 Drag Ballast:0 lb Ballast 2
33 lb 33 lb
2 pnl 1 pnl
--s- -es-
3
Page 23 of 29
Roof 2 Arr 1 Manipulation
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Adjustment & Attachment Calc Total # Anchors: 9 Total Array Weight: 4,650 lb Allow. Ballast: N/A lb Seismic Coefficient: 0.84 *0.7*Wp Ballast Bay Key:
Roof 2 Arr 1 Total # modules: 48 Array Area: 1,325.7 sq. ft Seismic Snow per Module: 0 lb # of Blocks -->
FR Total # Blocks: 54 Average Weight: 3.5 psf Max Blocks Per Bay: 5
Subtotals Max ->Max Bay Weight: 85.8 lb
Blk Up Drag$E$12,0.0813 37.25 $E$12,0.0813 37.25 $E$12,0.0397 37.25 37.25 $AC$12,0.0813 37.25 $AC$12,0.0813
Blocks 1 0 Blocks 1 0 Blocks 0 0 0 0 Blocks 1 0
1 1 1 1
13 0 0 Roof Zone 1 Roof Zone 1 Roof Zone 1
n--w #Array Zone 1 N/A n--- #Array Zone 1 N/A ne-- # n--w #Array Zone 1 N/A
$E$12,0.2717n--w Res. Up = 0 lb #$E$12,0.2717ne--Res. Up = 0 lb # $E$12,0.0523 $AC$12,0.2717ne-w Res. Up = 0 lb #$AC$12,0.2717
Anchor Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Anchor Res. Lat. = 0 lb #
0 0 1 0
4 0 0 Roof Zone 1 Roof Zone 1 Roof Zone 1
---w 5 Array Zone 3 N/A ---- 5 Array Zone 3 N/A -e-- # ---w 5 Array Zone 3 N/A
9 9
$E$12,0.0813---w Res. Up = 0 lb #$E$12,0.0813-e--Res. Up = 0 lb # $E$12,0.0397 $AC$12,0.0397 $AC$12,0.0813---w Res. Up = 0 lb #$AC$12,0.0813
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Blocks Blocks Res. Lat. = 0 lb #
1 1 1 1 1
15 0 4.5 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
---w #Array Zone 3 N/A ---- #Array Zone 3 N/A ic--ne #Array Zone 1 N/A n--- #Array Zone 1 N/A ic--nw #Array Zone 4 N/A
$K$30,0.0446---w Res. Up = 0 lb #$K$30,0.0913----Res. Up = 0 lb #$K$30,0.0913n---Res. Up = 0 lb #$K$30,0.0446n---Res. Up = 0 lb #$AI$30,0.0446----Res. Up = 0 lb #$AI$30,0.0913
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 2 lb #Blocks Res. Lat. = 1 lb #Blocks Res. Lat. = 0 lb #
1 1 1 1 1
15 0 0 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
---w #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 4 N/A
$K$30,0.0588--sw Res. Up = 0 lb #$K$30,0.3053--s-Res. Up = 0 lb #$K$30,0.3053--s-Res. Up = 0 lb #$K$30,0.0588--s-Res. Up = 0 lb #$AI$30,0.0588--s-Res. Up = 0 lb #$AI$30,0.3053
Blocks Res. Lat. = 0 lb #Anchor Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #
1 0 0 1 1
7 0 0
--sw # --s- 5 --s- 5 --s- # --s- #
8
Page 24 of 29
Roof 2 Arr 1 Manipulation
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Anchor <-- Black background and "Anchor"Total # Anchors: 9 Total Array Weight: 4,650 lb Ballast Bay Key:Anchor <-- Black background and "Anchor"
3 indicates anchor at this bayTotal # modules: 48 Array Area: 1,325.7 sq. ft # of Blocks -->3 indicates anchor at this bay
Total # Blocks: 54 Average Weight: 3.5 psf
0 0 Max Bay Weight: 85.8 lb
$AC$12,0.0813 37.25 $AU$12,0.0363 37.25 $AU$12,0.0744 37.25 $AU$12,0.0744 37.25 37.25 $BM$12,0.0744 37.25 $BM$12,0.0744
Blocks 1 0 Blocks 0 0 Blocks 1 0 Blocks 0 0 1 0 Blocks 1 0
1 1 1 1 1
Roof Zone 1 Roof Zone 1 Roof Zone 1
ne-- # n--w #Array Zone 1 N/A n--- #Array Zone 1 N/A ne-- # n--w #Array Zone 1 N/A
$AC$12,0.2717 $AC$12,0.0523;$AU$12,0.0479n--w Res. Up = 0 lb #$AU$12,0.2488ne--Res. Up = 0 lb # $AU$12,0.2488 $BM$12,0.0479;$AU$12,0.0479 $BM$12,0.2488n--w Res. Up = 0 lb #$BM$12,0.2488
Blocks Blocks Res. Lat. = 0 lb #Anchor Res. Lat. = 0 lb #Blocks Blocks Anchor Res. Lat. = 0 lb #
0 1 0 0 1 0
Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
ic--ne 5 Array Zone 1 N/A ic--nw #Array Zone 3 N/A ---- 5 Array Zone 3 N/A ic--ne 5 Array Zone 2 N/A n--- #Array Zone 2 N/A ic--nw 5 Array Zone 3 N/A
10.90833 10.18965
$AC$12,0.0813n---Res. Up = 0 lb #$AC$12,0.0397;$AU$12,0.0363----Res. Up = 0 lb #$AU$12,0.0744----Res. Up = 0 lb #$AU$12,0.0744n---Res. Up = 0 lb #$BM$12,0.0363;$AU$12,0.0363n---Res. Up = 0 lb #$BM$12,0.0744----Res. Up = 0 lb #$BM$12,0.0744
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #
1 1 1 1 1 1
Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 3 N/A
$AI$30,0.0913----Res. Up = 0 lb #$AI$30,0.0913----Res. Up = 0 lb #$AI$30,0.0446----Res. Up = 0 lb #$BG$30,0.0446----Res. Up = 0 lb #$BG$30,0.0913----Res. Up = 0 lb #$BG$30,0.0913----Res. Up = 0 lb #$BG$30,0.0446
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 1 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #
1 1 1 1 1 1
Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1
---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 4 N/A ---- #Array Zone 3 N/A
$AI$30,0.3053--s-Res. Up = 0 lb #$AI$30,0.3053--s-Res. Up = 0 lb #$AI$30,0.0588--s-Res. Up = 0 lb #$BG$30,0.0588--s-Res. Up = 0 lb #$BG$30,0.3053--s-Res. Up = 0 lb #$BG$30,0.3053--s-Res. Up = 0 lb #$BG$30,0.0588
Anchor Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Anchor Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #
0 0 1 1 0 0
--s- 5 --s- 5 --s- # --s- # --s- 5 --s- 5
8 8
Page 25 of 29
Roof 2 Arr 1 Manipulation
Project: Ross Durant I -- Job #: 2025-04579
Date: 7/29/2025 Engineer: DF
Total # Anchors: 9 Total Array Weight: 4,650 lb Ballast Bay Key:Anchor <-- Black background and "Anchor"
Total # modules: 48 Array Area: 1,325.7 sq. ft # of Blocks -->3 indicates anchor at this bay
Total # Blocks: 54 Average Weight: 3.5 psf
0 0 Max Bay Weight: 85.8 lb
$BM$12,0.0744 37.25 $CE$12,0.0397;$BM$12,0.0363 37.25 $CE$12,0.0813 37.25 $CE$12,0.0813 37.25
Blocks 0 0 Blocks 0 0 Blocks 2 0 Blocks 0 0
1 1 1 1
Roof Zone 1 Roof Zone 1
n--- #Array Zone 1 N/A ne-- # n--w #Array Zone 1 N/A ne-- #
$BM$12,0.2488ne--Res. Up = 0 lb #$CE$12,0.0523;$BM$12,0.0479 $CE$12,0.2717ne-w Res. Up = 0 lb # $CE$12,0.2717
Blocks Res. Lat. = 0 lb #Blocks Anchor Res. Lat. = 0 lb #Blocks
0 1 0 0
Roof Zone 1 Roof Zone 1 Roof Zone 1
---- 5 Array Zone 3 N/A ic--ne #Array Zone 1 N/A ic--nw 5 Array Zone 3 N/A -e-- 5
9
$BM$12,0.0744----Res. Up = 0 lb #$CE$12,0.0397;$BM$12,0.0363n---Res. Up = 0 lb #$CE$12,0.0813-e--Res. Up = 0 lb # $CE$12,0.0813
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks
1 1 1 1
Roof Zone 1 Roof Zone 1 Roof Zone 1
---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A -e-- #
$BG$30,0.0446----Res. Up = 0 lb #$CE$30,0.0497----Res. Up = 0 lb #$CE$30,0.1018-e--Res. Up = 0 lb # $CE$30,0.1018
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Blocks
1 1 1 1
Roof Zone 1 Roof Zone 1 Roof Zone 1
---- #Array Zone 3 N/A ---- #Array Zone 3 N/A ---- #Array Zone 3 N/A -e-- #
$BG$30,0.0588--s-Res. Up = 0 lb #$CE$30,0.0655--s-Res. Up = 0 lb #$CE$30,0.3405-es-Res. Up = 0 lb # $CE$30,0.3405
Blocks Res. Lat. = 0 lb #Blocks Res. Lat. = 0 lb #Anchor Res. Lat. = 0 lb #Blocks
1 1 0 0
--s- # --s- # --s- 5 -es- 5
6
Page 26 of 29
Page 27 of 29
Page 28 of 29
Page 29 of 29
Sapin Dev Rev
Application Data Sheet
Planning and Building Agency
Planning Division
20 Civic Center Plaza
P.O. Box 1988 (M-20)
Santa Ana, CA 92702
(714) 647-5804
www.santa-ana.org
Master I.D.:2026-206462
Project Address:1411 N Durant St Unit# MET01
Application Number:
Planner/Project Manager:Santana, Cristian
Application Date:03/02/2026
Determination:Approved
Application Description:
RES-2026-296-ALT
Solar meter address, see 2025-204462
Zoning:
General Plan:
R3
MR
Project Name:Solar Meter Address
Dev Rev Project Conditions:
Added By
Page 1 of 1