HomeMy WebLinkAbout1700 E Garry Ave - Plan4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 1
COVER PAGE
4/27/2026 1ST REVISION (RACKING)A.L.
DRAWING INDEX
CRYOPORT SANTA ANA PV
1700 E GARRY AVENUE
SANTA ANA, CA 92705
SYSTEM INFORMATION
SCOPE OF WORK
VICINITY MAP
CITY APPROVAL STAMPS
LEGAL DESCRIPTION
PARCEL MAP
ABBREVIATIONS
PHOTOVOLTAIC GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
·
·
·
·
·
·
·
”
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 2
SITE PLAN
4/27/2026 1ST REVISION (RACKING)A.L.
SITE NOTES
SCALE: 1" = 30'
N
S
EW
1
A
2
3
SITE PLAN
SCALE: 1/8" = 1'-0"
ENLARGED ELECTRICAL ROOM
A
ARRAY INFORMATION
ROOF 1
MODULE COUNT 28
MODULE AREA 773.6SQ.FT.
ARRAY TILT 5°
ARRAY AZIMUTH 180°
6' PERIMETER CLEARANCES
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
EXISTING SYSTEM
UTILITY SERVICE MAIN
METER / SWITCHBOARD
POINT OF INTERCONNECTION
SCE METER #
NEW PV SYSTEM 1
DISCONNECT 1 OF 1
EXISTING ROOF
ACCESS HATCH
1
E GARRY AVE
6'-0"
-
A
4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 3
PLOT PLAN
4/27/2026 1ST REVISION (RACKING)A.L.
PLAN LEGEND
SCALE: 1" = 20'
PLOT PLAN
SCALE: 1/4" = 1'-0"
ELEVATION VIEW
B
SCALE: 1/8" = 1'-0"
ENLARGED ELECTRICAL ROOM
C
N
S
EW
40'-0"
3'-0"
6'-0"
MIN.
45'-2"
86'-7"
180'-1"
186'-6"
281'-11"
341'-11"
1
2
-
C
-
B
2'-0"
TYP.
4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 8
RACKING DETAILS
4/27/2026 1ST REVISION (RACKING)A.L.
PV MODULE
PV MID /
END CLAMP
IRONRIDGE
FLAT ROOF ATTACHMENT
IRONRIDGE
XR100
(8) #14 Self-Tapping Screws
into (E) Metal Deck
71
4 "
4'
1'-31
4 "
5.0°
1'-9"
IRONRIDGE
NORTH TILT LEG
IRONRIDGE
SOUTH TILT LEG
BUILDING SPECIFICATIONS
TYPE:
STORIES:
BUILDING HEIGHT:
SQUARE FOOTAGE:
ROOF SLOPE (°):
ROOF TYPE:
FRAME:
MOUNTING SPECIFICATIONS
B
2
40'-0"
116,997
<5°
TPO
36LH @ 8'-0" O.C.
RACKING SYSTEM:
ATTACHMENT SPACING:
MOUNTING TYPE:
TILT LEG HEIGHT:
HEIGHT OF PV MODULE
ABOVE ROOF SURFACE:
IRONRIDGE XR100 5° TILT LEG
N/A
TILT 5°
N/A
~12"
4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 9
STRUCTURAL
4/27/2026 1ST REVISION (RACKING)A.L.
SCALE:1" = 20'
STRUCTURAL FRAMING PLAN
4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 10
UL LISTING
4/27/2026 1ST REVISION (RACKING)A.L.
NEW EQUIPMENT SCHEDULE
#EQUIPMENT MANUFACTURER/MODEL EQUIPMENT DESCRIPTION
1 CANADIAN SOLAR CS6W-545MB-AG CANADIAN SOLAR 545W PV MODULE
2 YOTTA ENERGY DPI-480 YOTTA ENERGY 1800W MICRO-INVERTER
3 JUNCTION BOX NEMA 3R JUNCTION BOX
4 AC DISCONNECT SWITCH
30A, 20A FUSES, 600V, 3Ꝋ, 4W, NEMA 1,
VISIBLE KNIFE BLADE SEPARATION WHILE OPEN
& LOCKABLE WHILE IN THE OPEN POSITION
112112 112 112
112112 112
GND
4
SQUARE D
VH361N
OR SIMILAR
M
TO EXISTING LOADS
(E) 2000A SWITCHGEAR
3Ꝋ, 4W, 480Y/277V
NEMA 3R, 65KAIC
SCE METER
EXISTING
2000A
65KAIC
TO UTILITY
TRANSFORMER
(E) EGC TO SWITCHGEAR
FRAME/STRUCTURE
(E) BONDING JUMPER TO GROUND ROD.
GROUND SYSTEM SHALL HAVE
RESISTANCE OF 25OHM MAX.
(N)
20A
3P
(E) BONDING JUMPER NEAREST
METAL, WATER PIPE, GAS PIPE,
HVAC PER 250.104 (A), (B), & (C).
(E)
175A
3P
(E)
T-2G1A
XFMR
(E)
400A
2G1A
(E) 20A RECPT. FOR PV
MONITORING IN NEMA
3R ROOFTOP J-BOX
CA
1/2" EMT
(2) #10 THWN-2
(1) #10 GROUND
3
B
4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 4
SINGLE LINE DIAGRAM
4/27/2026 1ST REVISION (RACKING)A.L.
EQUIPMENT NOTES
1
2
3
4
5
6
4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 5
GROUNDING
4/27/2026 1ST REVISION (RACKING)A.L.
RAIL TO RAIL
BONDING
#6 BARE
COPPER WIRE
INVERTER
(IF USED)MSP
CONTINUOUS
GROUND
PER SLD
JBOX GROUND
BUSHINGS
MODULE
RAIL
SOLAR
METER
(IF REQ)
(A)
(1) BOND STRIP GROUNDS RAIL TO
RAIL SPLICES - STAR WASHERS USED
TO BOND RAIL TO BONDING STRIP
(2) SPLICE BAR, SELF-TAP SCREWS
JOIN RAILS. BONDING STRIPS USED
ON RAILS WITH GROUND LUGS.
(1)(2)
(3)
IF SPLICE BAR HAS INTEGRATED
GROUND, BONDING STRIP IS
NOT NECESSARY.
(3) WHERE NEITHER BONDING STRIP, INTEGRATED
GROUNDING SPLICE BAR, OR INTEGRATED
GROUNDING MIDCLAMP ARE USED, UL 2703
APPROVED GROUND LUG WITH #6 BARE COPPER
SHALL BE USED TO GROUND SPLICED RAILS.
USE METHOD (2)
(1)
(C) RAIL SPLICE GROUNDING
(C)
#6 BARE
COPPER
RAIL
1
RAIL
2
EITHER METHOD 1-3 PER MANUFACTURERS INSTALL INSTRUCTIONS
CONDUIT
GROUNDING
BUSHING
WHERE
REQUIRED
ENCLOSURE
CONTINUOUS
GROUND
STRIP
INSULATION
CONDUIT GROUNDING DETAIL
EQUIPMENT GROUND
BUSHINGS REQ. FOR
SYSTEMS OVER 250V
(A) GROUNDING MID CLAMP
EACH GROUNDING MID CLAMP PIERCES THROUGH THE
ANODIZED COATINGS OF BOTH THE MODULE FRAME AND THE
MOUNTING RAIL TO FORM SECURE ELECTRICAL BONDS, WHICH
ARE REPEATED THROUGHOUT THE ARRAY.
MIDCLAMP TEETH
MODULE PENETRATION
SERRATED T-BOLT BONDS
CLAMP TO RAIL
COMPRESSION
FITTING
LOCK NUT
WHERE REQUIRED
4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 6
SIGNAGE
4/27/2026 1ST REVISION (RACKING)A.L.
SIGNAGE REQUIREMENTS
GENERAL FIRE GUIDELINES &
MARKING REQTS:
SEC. 5. MARKINGS, LABELS, AND WARNING SIGNS.
CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED
CAUTION: SOLAR CIRCUIT
COMBINER BOX/ CIRCUITS/ CONDUIT/ COMBINER
BOX/ ENCLOSURES/ EMT ENCLOSURES1
1
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND
LOAD SIDE MAY BE ENERGIZED IN THE
OPEN POSITION
WARNING
TURN OFF PHOTOVOLTAIC AC
DISCONNECT PRIOR TO WORKING
INSIDE PANEL
1
2
BUILDING / STRUCTURE2
CEC 705.10 - BY MAIN SERVICE PANEL:
CAUTION
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS
LOCATED AS SHOWN.
1700 E GARRY AVENUE SANTA ANA, CA 92705
WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY
BE ENERGIZED IN THE OPEN POSITION
MAIN ELECTRIC
SERVICE DISCONNECT
SOLAR A/C
DISCONNECT
PV SOLAR ARRAY(S)
EMT/ DC CONDUIT RACEWAYS4
WARNING: PHOTOVOLTAIC POWER SOURCE
PRODUCTION/ NET METER6
WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
AC DISCONNECT/ BREAKER/
POINTS OF CONNECTION7
PHOTOVOLTAIC
AC DISCONNECT
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND
LOAD SIDE MAY BE ENERGIZED IN THE
OPEN POSITION
BREAKER PANEL/ PULL BOXES8
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND
LOAD SIDE MAY BE ENERGIZED IN THE
OPEN POSITION
WARNING
TURN OFF PHOTOVOLTAIC AC
DISCONNECT PRIOR TO WORKING
INSIDE PANEL
MAIN SERVICE DISCONNECT9
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND
LOAD SIDE MAY BE ENERGIZED IN THE
OPEN POSITION
WARNING
TURN OFF PHOTOVOLTAIC AC
DISCONNECT PRIOR TO WORKING
INSIDE PANEL
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN PV
SYSTEM AND REDUCE SHOCK
HAZARD IN ARRAY
SOLAR ELECTRIC
PV PANELS
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
(690.56(C)(1)(a) YELLOW WITH BLACK LETTERING)
RAPID SHUTDOWN SWITCH FOR
SOLAR PV SYSTEM
10
BY RAPID SHUTDOWN SWITCH
(WITHIN 3 FT)10
10
7
4
3
5
8
6
9
PV SYSTEM LABELING REQUIREMENTS
NOT TO SCALE
AC PHOTOVOLTAIC DISCONNECT
OUTPUT CURRENT:
OPERATING VOLTAGE:
1
AC PHOTOVOLTAIC DISCONNECT
OUTPUT CURRENT:
OPERATING VOLTAGE:
5
7
4
4
*RAPID SHUTDOWN SWITCH
CAN BE EITHER THE AC
DISCONNECT SWITCH OR A
SEPARATE SWITCH. SEE PV 4 FOR
TYPE OF RS SWITCH
ARC FLASH AND
SHOCK HAZARD
APPROPRIATE PPE AND TOOLS
REQUIRED WHILE WORKING ON
THIS ENERGIZED EQUIPMENT.
WARNING
WARNING
POWER SOURCE OUTPUT CONNECTION -
DO NOT RELOCATE THIS OVERCURRENT DEVICE
CEC 705.12(B)(2)(3)(b)
CEC 690.13(B)
CEC 690.13(B)
CEC 690.13(B)
CEC 690.31(G)(3)
CEC 690.13(B)
CEC 690.54
CEC 110.16
CEC 690.59, 705.12(D)(3)
CEC 110.27(C)
CEC 690.13(B)
CEC 690.27(C)
CEC 690.13(B)
CEC 690.27(C)
CEC 690.13(F), 705.12(B)(3-4)
CEC 690.59, 705.12(B)(3-4)
WARNING
POWER SOURCE OUTPUT CONNECTION -
DO NOT RELOCATE THIS OVERCURRENT DEVICE
CEC 705.12(B)(2)(3)(b)
15A
SOLAR DISCONNECT
15A
N
S
E
W
208V
208V
4/27/2026 #989857 / B, C10
I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON
THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND
ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF
OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE
WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES
AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL
BUILDING INSPECTION.
SIGNATURE DATE STATE LICENSE NO.
PROJECT LOCATION:
CRYOPORT SANTA ANA PV
15.26KW DC / 13.86KW AC
1700 E GARRY AVENUE
SANTA ANA, CA 92705
NO.DATE DESCRIPTION
1
CONTRACTOR
RENEWABLE ENERGY
PARTNERS INC
198 LEWIS CT
CORONA, CA 92882
CSLB #989857 / B, C10
(855) 519-6633
3/24/2026 INITIAL PLAN SET
ELECT.
A.L.
ARCH D (24" X 36") PRINT PAPER SIZE
DESCRIPTION:
SYSTEM INFO:
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
E 24451
EXP. 12/31/2026
ELECT RICAL
ANDREW E LOPEZ
PV 7
EQUIPMENT
SPECIFICATIONS
4/27/2026 1ST REVISION (RACKING)A.L.
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
V I N C I & A S S O C I A T E S
Structural Engineers
STRUCTURAL CALCULATIONS
FOR
PHOTOVOLTAIC
Santa Ana, CA
CLIENT: Renewable Energy Partners
805.496.2100 • VinciSE.com
175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360
ARRAY
JOB NO: 22-3457
Cryoport Santa Ana
1700 E Garry Ave
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:22-3457
1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Renewable Energy Partners
DESIGN DATA:
ROOF DESIGN LOAD:
ROOFING ( Standing Seam )=3 psf
SHEATHING =2
ROOF RAFTERS / TRUSS =2
MISCELLANEOUS =1
ROOF RAFTER/TRUSS DESIGN DEAD LOAD =8.0 psf
CEILING & INSULATION =0
MISCELLANEOUS =1.25
DESIGN DEAD LOAD =9.3 psf
DESIGN LIVE LOAD =20 psf
DESIGN SNOW LOAD =0 psf
WIND DESIGN CRITERIA:
BASIC WIND SPEED =100 mph
WIND EXPOSURE =C
NUMBER OF STORIES =1
ROOF SLOPE =0°
IMPORTANCE FACTOR =1
SOLAR MODULE
Solar Module Width:=44.65 in
Solar Module Length:=89.21 in
Solar Module Area =27.66 ft2
Solar Module Dead Load =3 psf
Number of PV Modules =28
Maximum Spacing of Mounts =8 ft o.c.
Tributary Area to Mounts
( 8 ft oc x 89.21 in / 12''/ft ) / 2 =29.74 ft2
PV Array Point Load (DL)
29.74 ft2 x 3.00 psf =89.2 lbs
TOTAL AREA OF ADDED SOLAR PANELS
(3.72 ft x 7.43 ft ) x (28 Modules ) =774.5 ft2
4/28/2026
-
1
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:19-3457
1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Renewable Energy Partners
DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT
REFER TO NEXT SHEET FOR
UPLIFT FORCE CALCULATIONS
UPLIFT =- 3.00 psf
Design Force = ( Uplift x (0.6) ) - 3.00 psf
ADD Net Uplift =
CONNECTION
DETAIL
HERE Max Trib Area =ft2
UPLIFT / CONN. =29.7 ft2 x 25.0 psf
=lbs/conn
PALLOW = 864 lbs FOS:3
for (6) 1/4" self-tapping screws into mtl deck
PALLOW = 6 x 288 lbs
= 1728.0 lbs >743 lbs
Therefore O.K.
743.5
4/28/2026
-
46.7 psf
25.0 psf
29.74
2
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:
1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:22-3457
Santa Ana, CA 805.496.2100 • VinciSE.com
Company Renewable Energy Partners
Wind Analysis Per ASCE 7-22 - Components and Cladding
Roof Top Solar Panels - FLAT ROOF (psf)(ASCE 7 29.4.3)
Exposure Category :C Lp (length of panel) :6.67 ft
Importance Factor :1 Angle of Array (ω) :5°
Basic Wind Speed :100 Array Edge Location :
Topographical factor :1 Flat North :4.0 ft
Bldg Ht to eave (H 1 ) :20 ft South :4.0 ft
Ht of Parapet (H P ) :3 ft East :4.0 ft
Bldg L :342 ft West :4.0 ft
Bldg W :282 ft
Effective area :29.74 ft2
qh =23.04 psf (q h = 0.00256K z K zt K e V 2 )(ASCE 7, 26.10)
GCrn =(Ƴp) (Ƴc) (ƳΕ) (GCrn) nom (ASCE 7, 29.4-7)
p =qh Kd (GCrn )(ASCE 7, 29.4-5)
Zone 1 Zone 2 Zone 3
(GCrn) nom =0.96 1.33 1.51 (ASCE 7, Figure 29.4-7)
WindUp
Zone Ƴ P Ƴ c Ƴ E K d P (psf)USE:46.67 psf
North Edge:3 1.05 1.00 1.5 0.85 46.7
South Edge:3 1.05 1.00 1.5 0.85 46.7
East Edge:3 1.05 1.00 1.5 0.85 46.7
West Edge:3 1.05 1.00 1.5 0.85 46.7
WindDown
Zone Ƴ P Ƴ c Ƴ E K d P (psf)USE:31.11 psf
North Edge:3 1.05 1.00 1 0.85 31.1
South Edge:3 1.05 1.00 1 0.85 31.1
East Edge:3 1.05 1.00 1 0.85 31.1
West Edge:3 1.05 1.00 1 0.85 31.11.51
4/28/2026
(GCrn) nom
1.51
1.51
1.51
1.51
(GCrn) nom
1.51
1.51
1.51
3
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:22-3457
1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Renewable Energy Partners
LATERAL FORCES: (Base Shear Calculations -2025 CBC /ASCE-22 )
SEISMIC:
Site Class:D (Use D if unknown)
S1=0.480 (USGS Software)SS=1.45 (USGS Software)
I =1.0 (Sec 11.5-1 ASCE 7-22)
R =5.0 (Table 12.2-1 ASCE 7-22)
SMS =1.72 (USGS Software)SDS = (Eq. 11.4-1)
SM1=1.16 (USGS Software)SD1 = (Eq. 11.4.2)
T0 = s Cu =1.4 (Table 12.8-1 ASCE 7-22)
TS = s Ct =0.02 (Table 12.8-2 ASCE 7-22)
TL = 8 s x =0.75 (Table 12.8-2 ASCE 7-22)
T = Ct * (hn)x =(Eq. 12.8-7)Cv =1.5 (Table 11.9-1 ASCE 7-22)
hn =22.0 ft Sa =SD1 / TL =
V =CS W (Eq. 12.8-1 ASCE 7-22)
* *GOVERNS * *
CS = ( SDS) / ( R / I ) =0.23 W (Eq. 12.8-3 ASCE 7-22)
NEED NOT EXCEED:
IF T ≤ TL USE:
CS = ( SD1) / T *( R / I ) =(Eq. 12.8-4 ASCE 7-22)
IF T > TL USE:
CS = ( SD1)*(TL) / T² *( R / I ) =(Eq. 12.8-5 ASCE 7-22)
SHALL NOT BE LESS THAN:
CS = 0.044SDS I =0.05 >(Eq. 12.8-6 ASCE 7-22)
WHERE S1 > 0.6, CS MIN SHALL BE:
CS = 0.5S1 / ( R/I ) =0.048 (Eq. 12.8-7 ASCE 7-22)
4/28/2026
²/3 * SMS =
²/3 * SM1 =
( SD1 / SDS )
0.203 s
0.01 W
= 0.674
0.2( SD1 / SDS )= 0.135
1.15
0.77
0.10
0.76 W
0.76 W
4
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DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:22-3457
1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Renewable Energy Partners
LATERAL FORCES:(BASE SHEAR - Conservative)
2025 CBC
F1
SEISMIC BASE SHEAR:
V =0.23 W (SEE PREVIOUS)h1 =20.0 ft
F1 ROOF =9 PSF
WALLS =10
19.0
x 0.229
4.35 PSF
WIND LOADS:
Governs
ps = λ kzt Iw ps30 (Eq. 6-1)
λ =1.21 ps30A =psf psA psf
Iw = 1.00 ps30B =psf psB psf
kzt = 1.00 ps30C =psf psC psf
ps30D =psf psD psf
F1ULT:= ( 2 ft + 20 ft /2 ) x (23.2704 psf +12.12 psf ) =425 lb/ft
F1ASD:=lb/ft x 0.6 =255 lb/ft424.68
2.0 ft
23.27
-12.12
15.39
-7.15
19.20
-10.00
12.70
-5.90
4/28/2026
hROOF=
-
6
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:22-3457
1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Renewable Energy Partners
CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD
ADD ROOF PLAN
HERE
TOTAL ROOF AREA:
(342.0 ft x 282 ft ) + (0.0 ft x 0.0 ft ) +
(0.0 ft x 0.0 ft ) + (0.0 ft x 0.0 ft ) =
EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR)
96444 ft2 x 4.35 psf =419246 lbs
AREA OF ADDED SOLAR PANELS (PER PAGE 1)=ft2
WEIGHT OF PANELS:3 psf
ADDED SEISMIC LOAD:
3 psf x ft2 x 0.23 =532.9 lbs
Therefore O.K.
Per CEBC SECTION 502.5
774.5
774.5
=0.1%<10%% INCREASE =532.9
419245.872
4/28/2026
-
96444 ft2
7
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:22-3457
1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Renewable Energy Partners
CHECK IMPACT OF NEW SOLAR PANELS ON GRAVITY LOAD
ADD ROOF PLAN
HERE
TOTAL ROOF AREA:
(342.0 ft x 282 ft ) + (0.0 ft x 0.0 ft ) +
(0.0 ft x 0.0 ft ) + (0.0 ft x 0.0 ft ) =
EXISTING ESTIMATED GRAVITY LOAD
96444 ft2 x 9.25 psf =892107 lbs
AREA OF ADDED SOLAR PANELS (PER PAGE 1)=ft2
WEIGHT OF PANELS:3 psf
ADDED GRAVITY LOAD:
3 psf x ft2 x 1 =2323.5 lbs
Therefore O.K.
774.5
774.5
% INCREASE =2323.5 =0.3%<5%
892107
4/28/2026
-
96444 ft2
8
DATE:V I N C I & A S S O C I A T E S SHEET:
PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:22-3457
1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV
Santa Ana, CA 805.496.2100 • VinciSE.com
CLIENT:Renewable Energy Partners
CHECK OF EXISTING ROOF STRUCTURE
Existing Roof Dead Load 9.25 psf
Existing Roof Live Load:20 psf reducable
PV Array Dead Load 3 psf
Per 2025 California Building Code Section 1607.12.1.1
when a PV array is installed less than 24" above the surface of the roof
surface, the live load can be ignored below the PV array.
Therefore - if the 20 psf (12psf min when reduced) is eliminated below
the proposed PV Arrays, the roof is more than capable of supporting
the additional 3.00 psf dead load due to the proposed array.
Therefore, by observation, the existing roof structure is sufficient.
CHECK EXISTING PURLIN 36LH
Spacing:8 ft oc
Existing Roof Dead Load:74 plf
Existing Roof Live Load:160 plf
PV Array Load:24 plf
ACTUAL LOAD:258 plf
ALLOWABLE LOAD 274 plf THEREFORE O.K.
4/28/2026 9