HomeMy WebLinkAbout1851 E Deere Ave - PlanRE
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PANELCLAW, INC
ALL INFORMATION CONTAINED WITHIN THIS
DOCUMENT IS PROPERTY OF PANELCLAW, INC.
THE PURPOSE OF THIS DOCUMENT IS TO
FACILITATE THE INSTALLATION OF PANELCLAW
SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO
NOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0" 1/2" 1" 2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION: SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
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D
A
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RACKING CONSTRUCTION SETRACKING CONSTRUCTION SET
GENERAL NOTES:
1. ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION
PROVIDED BY CUSTOMER. PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING
DETAILS AND ARRAY LAYOUT CONFIGURATIONS. ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY
CUSTOMER AND INSTALLER. ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND
MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL.
2. REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS.
NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT
WARRANTY.
3. ARRAY SETBACKS: ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND
CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PAGE OR ON ADDITIONAL ARRAY BALLAST PAGES
4. REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION
5. SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST
BLOCKS. FOR MAXIMUM SYSTEM POINT LOAD SUMMARY (PLS), REFER TO CALCULATIONS.
6. PANELCLAW AND/OR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE
TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM. SUPPORT STRUCTURE TO BE CHECKED BY OTHERS
7. ALWAYS ALLOW 6” CLEARANCE BETWEEN NEIGHBORING SUBARRAYS, 6” BETWEEN SUBARRAYS AND ALL FIXED ROOF OBJECTS AND 4'
BETWEEN SUBARRAYS AND ROOF EDGES. REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH
MAY GOVERN DESIGN. SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PER SEAOC OR ASCE 7-16 HAVE THEIR OWN
CLEARANCE REQUIREMENTS. REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS.
8. BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS: 3-3/4” THICK MAX., 7-5/8” ± 1/8” WIDTH, 15-5/8” ± 1/8”
LENGTH.
9. IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON-LINEAR RESPONSE
ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT. THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE. PANELCLAW IS NOT
RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE
CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS.
10. DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX. 25% OF WIND SPEED DOCUMENTED IN SITE DESIGN
CRITERIA TABLE. DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES.
REQUIRED ARRAY CLEARANCES PER ASCE 7-16
CONDITION DESCRIPTION MINIMUM SEPARATION
1 BETWEEN SEPARATE SOLAR ARRAYS OF SIMILAR CONSTRUCTION (0.5) (Mpv)
2 BETWEEN A SOLAR ARRAY AND A FIXED OBJECT ON THE ROOF OR SOLAR ARRAY OF DIFFERENT
CONSTRUCTION
(Mpv)
3 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITH A QUALIFYING PARAPET (Mpv)
4 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITHOUT A QUALIFYING PARAPET (2.0) (Mpv) >= 4ft
NOTE: SUFFICIENT SLACK IN ARRAY ELECTRICAL WIRING MUST BE PROVIDED TO ACCOMMODATE ALL POTENTIAL ARRAY MOVEMENT.
SHEET INDEX
NO.DESCRIPTION
PC-1 COVER SHEET
PC-2 PROJECT SUMMARY
PC-3 ARRAY SITE MAP
PC-4 TYPICAL ARRAY DIMENSIONS
PC-5 ASSEMBLIES
PC-6 RACKING COMPONENTS
PC-7 BALLAST LEGEND
PC-8 TO PC-12 BALLAST LAYOUT - 1 TO 5
PC-13 MECHANICAL ATTACHMENT DETAIL
Site Design Criteria - Flat Roof PV System Basis of Design
Roof Live Load (psf)20(see footnote 1)
Ground Snow Pg (psf)0
Flat Roof Snow Pf (psf)0
Snow Importance Factor (Is)1.0
Wind Design Data
Basic Wind Speed (mph)95
Risk Category II
Wind Exposure C
Earthquake Design Data
Risk Category II
Importance Factor (Ie)1.00
Component Importance Factor (Ip)1.0
Mapped Acceleration Parameter (Ss)1.266
Mapped Acceleration Parameter(S1)0.454
Seismic Site Class D
Design Spectral Acceleration Parameter (Sds)1.013
Design Spectral Acceleration Parameter (Sd1)0.559
Seismic Design Category (SDC)D
Basic seismic-force-resisting system(s)ASCE 7 sec. 13.6.12 & roof anchors
Base Design Shear = Fp x W 0.49 W
Response Modification Factor (R)2.5
Analysis Procedure ASCE 7 sec. 13.6.12 & ASCE 7 sec.
13.3/4
Design Code (with local amendments)2022 CBC
-ASCE 7 - 16
ALTERNATE DESIGN METHOD SEAOC PV1
-SEAOC PV2
1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines
AERIAL PHOTO / SITE DIAGRAM
THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST
BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR
THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY. THE INSTALLER IS RESPONSIBLE FOR THE
SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION. THEREFORE, THE INSTALLER
MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS (SEE GENERAL NOTE #10)
TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED
IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL
(SEE GENERAL NOTE #2). THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, AND
TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS, REGULATIONS, AND
CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK.
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
COVER SHEET
PC-12
24.02.21.0 v3.0.940 5.4.2 CM
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24-0242-2971.1
3/26/2024
TROY E.TURLEY
The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to
compliance with all applicable city and state codes and regulations regarding construction. The approval of the
plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing
buildings and structures as shown.
Bldg#: 101118504
Elec#: 20182282
Approvals:
Plng: FArias
Bldg: WLee
Elec: MSmith
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-0
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
COVER PAGE
1
2
BUILDING PHOTO
VICINITY MAP SCALE: NTS
PV-0
PV-0
SCALE: NTS
PROJECT SITE
SCOPE OF WORK:
TO INSTALL A ROOF MOUNTED SOLAR PHOTOVOLTAIC SYSTEM
LOCATED AT 1851 E DEERE AVE, SANTA ANA, CA 92705, USA.
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH
THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT.
THE PV SYSTEM DOES NOT INCLUDES STORAGE BATTERIES.
SYSTEM RATING
582.62 kWDC
562.50 kWAC
SHEET INDEX
PV-0 COVER PAGE
PV-1 SITE PLAN
PV-2 ROOF PLAN & MODULES
PV-2A STRING LAYOUT & BOM
PV-3+ATTACHMENT DETAILS
PV-4 ELECTRICAL LINE DIAGRAM
PV-4A ELECTRICAL CALCULATIONS
PV-4B SPECIFICATIONS & NOTES
PV-5 SIGNAGE
PV-6+EQUIPMENT SPECIFICATIONS
PV-10 CERTIFICATE
PC-1 TO PC-13 REPORT
GOVERNING CODES
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ENERGY EFFICIENCY CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
2022 CALIFORNIA ADMINISTRATIVE CODE
EQUIPMENT SUMMARY
1089 ADANI SOLAR ASB-M10-535 (535W) MODULES
9 SUNNY TRIPOWER CORE1 62-US [480V] INVERTERS
AHJ NAME : SANTA ANA CITY
PROJECT SITE
GENERAL NOTES:
· THESE CONSTRUCTION DOCUMENTS HAVE BEEN BASED ON FIELD INSPECTIONS AND
OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE
MODIFICATIONS IN CONSTRUCTION DETAILS.
· ARCHITECT HAS NOT BEEN RETAINED TO SUPERVISE ANY CONSTRUCTION OR
INSTALLATION OF ANY EQUIPMENT AT SITE.
· CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, OBTAINS ALL
PERMITS, LICENSES AND PAY ALL REQUIRED FEES AND COMPLETE INSTALLATION.
· CONTRACTOR HAS THE FULL RESPONSIBILITY TO CHECK AND VERIFY ALL DIMENSIONS
AND EXISTING CONDITIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER
BEFORE PROCEEDING WITH THE WORK. ANY WORK STARTED BEFORE CONSULTATION
AND ACCEPTANCE BY THE ENGINEER SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE SUBJECT TO CORRECTION BY THEM WITHOUT ADDITIONAL
COMPENSATION.
· DAMAGE CAUSED TO THE EXISTING STRUCTURE, PIPES, DUCTS, WINDOWS, WALL,
FLOORS, ETC. SHALL BE REPAIRED TO THE ORIGINAL CONDITION OR REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST.
· THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER INSTALLATION AND
COMPLETION OF THE WORK WITH APPROVED MATERIALS.
· NO CHANGES ARE TO BE MADE WITHOUT THE CONSULTATION AND APPROVAL OF THE
ARCHITECT.
· CONTRACTOR SHALL OBTAIN BUILDING PERMIT. NO WORK TO START UNLESS BUILDING
PERMIT IS PROPERLY DISPLAYED.
· ALL WORKMANSHIP AND MATERIALS SHALL BE OF FIRST QUALITY AND IN COMPLIANCE
WITH THE REQUIREMENTS OF THE CA BUILDING CODE, THE DEPARTMENT OF
ENVIRONMENTAL PROTECTION AND ALL PERTINENT AGENCIES.
· IT IS ESSENTIAL THAT ALL WORK PROCEED WITH THE MAXIMUM COOPERATION OF ALL
PARTIES AND WITH MINIMUM INTERFERENCE TO THE OCCUPANTS WITHIN THE BUILDING.
THE OWNER'S DIRECTIONS IN THIS REGARD SHALL BE FULLY COMPLIED WITH.
· THE CONTRACTOR SHALL PERFORM THE WORK IN STRICT CONFORMANCE WITH THE
LOCAL LAWS & REGULATIONS.
· THE CONTRACTOR SHALL OBTAIN ALL PERMITS, APPROVALS, AFFIDAVITS,
CERTIFICATIONS, ETC. AND PAY ALL FEES AS REQUIRED BY THE LOCAL AUTHORITIES.
· CONTRACTORS SHALL OBTAIN FIRE CERTIFICATE UPON COMPLETION OF WORK.
WIRING AND CONDUIT NOTES:
·ALL CONDUIT SIZES AND TYPES, SHALL BE LISTED FOR ITS
PURPOSE AND APPROVED FOR THE SITE APPLICATIONS
·ALL PV CABLES AND HOMERUN WIRES BE #10AWG *USE-2, PV
WIRE, OR PROPRIETARY SOLAR CABLING SPECIFIED BY MFR,
OR EQUIVALENT; ROUTED TO SOURCE CIRCUIT COMBINER
BOXES AS REQUIRED
·ALL CONDUCTORS AND OCPD SIZES AND TYPES SPECIFIED
ACCORDING TO [REF. TO CEC 2022] FOR MULTIPLE
CONDUCTORS
·ALL PV DC CONDUCTORS IN CONDUIT EXPOSED TO SUNLIGHT
SHALL BE DERATED ACCORDING TO [CEC 2022] BLACK ONLY**
·EXPOSED ROOF PV DC CONDUCTORS SHALL BE USE-2, 90°C
RATED, WET AND UV RESISTANT, AND UL LISTED RATED FOR
600V, UV RATED SPIRAL WRAP SHALL BE USED TO PROTECT
WIRE FROM SHARP EDGES
·PHASE AND NEUTRAL CONDUCTORS SHALL BE DUAL RATED
THHN/THWN-2 INSULATED, 90°C RATED, WET AND UV
RESISTANT, RATED FOR 600V PER CEC 2022 OR 1000V PER
CEC 2022
·WIRE DELTA CONNECTED SYSTEMS HAVE THE PHASE WITH
THE HIGHER VOLTAGE TO GROUND MARKED ORANGE OR
IDENTIFIED BY OTHER EFFECTIVE MEANS
·ALL SOURCE CIRCUITS SHALL HAVE INDIVIDUAL SOURCE
CIRCUIT PROTECTION
·VOLTAGE DROP LIMITED TO 3% FOR DC CIRCUITS AS WELL AS
FOR AC CIRCUIT
·AC CONDUCTORS >4AWG COLOR CODED OR MARKED: PHASE
A OR L1- BLACK, PHASE B OR L2- RED, PHASE C OR L3- BLUE,
NEUTRAL- WHITE/GRAY
ELECTRICAL NOTES:
· THE EQUIPMENT AND ALL ASSOCIATED WIRING AND INTERCONNECTION SHALL BE INSTALLED ONLY BY QUALIFIED PEOPLE. A QUALIFIED PERSON IS ONE
WHO HAS SKILLS AND KNOWLEDGE RELATED TO THE CONSTRUCTION AND OPERATION OF THE ELECTRICAL EQUIPMENT AND INSTALLATIONS AND HAS
RECEIVED SAFETY TRAINING TO RECOGNIZE AND AVOID THE HAZARDS INVOLVED. (CEC 2022)
· LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND ACTIVATION OF ANY SOLAR PHOTOVOLTAIC INSTALLATION. FOR A LINE SIDE TAP
CONNECTION, UTILITY NEEDS TO BE NOTIFIED WELL IN ADVANCE TO COORDINATE BUILDING ELECTRICAL SHUT OFF.
· NEW CONDUIT ROUTING SHOWN IS ESSENTIALLY SCHEMATIC. SUBCONTRACTOR SHALL LAY OUT RUNS TO SUIT FIELD CONDITIONS AND THE
COORDINATION REQUIREMENTS OF OTHER TRADES.
· ARRAY WIRING SHOULD NOT BE READILY ACCESSIBLE EXCEPT TO QUALIFIED PERSONNEL.
· ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE WATERTIGHT AND APPROVED FOR USE IN WET LOCATIONS. (CEC 2022).
· WIRING METHODS FOR PV SYSTEM CONDUCTORS AREN'T PERMITTED WITHIN 10 IN. OF THE ROOF DECKING OR SHEATHING EXCEPT WHERE LOCATED
DIRECTLY BELOW THE ROOF SURFACE THAT'S COVERED BY PV MODULES AND ASSOCIATED EQUIPMENT WIRING
· BACK-FED BREAKER MUST BE AT THE OPPOSITE END OF BUS BAR FROM THE MAIN BREAKER OR MAIN LUG SUPPLYING CURRENT FROM THE UTILITIES.
· ALL CONDUCTORS AND WIRE TIES EXPOSED TO SUNLIGHT ARE LISTED AS UV RESISTANT.
· CONTRACTOR SHALL FOLLOW ALL ELECTRICAL EQUIPMENT LABELING REQUIREMENTS IN CEC 2022
· MEASURE THE LINE-TO-LINE AND LINE-TO-NEUTRAL VOLTAGE OF ALL SERVICE ENTRANCE CONDUCTORS PRIOR TO INSTALLING ANY SOLAR EQUIPMENT.
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 2.3
ROOF INFORMATION
ROOF HEIGHT (FT)30.00
PARAPET HEIGHT (FT) 4.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 276
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 147.66
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 648
Module Connector 552
Rail 800
Cam 552
Cam Claw 552
Deflector 276
Base Pad 0
Ballast Block 362
Mechanical Attachment 29
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 33407
ARRAY AREA (SQ. FT)9502
ARRAY LOAD (PSF) 3.52
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) N/A
CONDITION 2 (in.) N/A
CONDITION 3 (in.) N/A
CONDITION 4 (in.) N/A
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 2.3
PC-102
24.02.21.0 v3.0.9405.4.2 CM
BALLAST LAYOUT - 2.3
PC-10
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92.06'
149.87'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 96
SOUTH ASSEMBLY 96
MIDDLE ASSEMBLY 360
NORTH SOUTH ASSEMBLY 0
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 2.4
ROOF INFORMATION
ROOF HEIGHT (FT)30.00
PARAPET HEIGHT (FT) 4.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 184
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 98.44
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 434
Module Connector 368
Rail 573
Cam 368
Cam Claw 368
Deflector 184
Base Pad 0
Ballast Block 356
Mechanical Attachment 15
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 26060
ARRAY AREA (SQ. FT)6334
ARRAY LOAD (PSF) 4.11
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) N/A
CONDITION 2 (in.) N/A
CONDITION 3 (in.) N/A
CONDITION 4 (in.) N/A
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 2.4
PC-112
24.02.21.0 v3.0.9405.4.2 CM
BALLAST LAYOUT - 2.4
PC-11
2
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4
-
0
1
-
1
2
1/12" = 1'-0"
2
43
2
1
2
3
2
2
1
2
1
2
2
1
2
2
2
2
3
2
2
4
2
2
2
2
3
3
2
2
2
4
3
1
3
3
2
5
1
1
1
2
2
1
1
2
2
1
1
2
2
2
1
2
2
2
2
3
2
1
1
2
2
1
2
2
1
2
1
1
1
2
3
3
2
2
1
2
4
2
4
1
2
1
2
3
2
4
1
2
1
2
3
2
3
3 1
4
2
2
2
1
1
2
4
2
3
5
4
4
2
2
2 2
4
2
3
3
2
4
4
2
2
2
3
1
1
3
2
3
4
2
3
4
2
2
2
2
3
2
4
2
4
1
2
2
2
2
3
3
1
2
2
2
4 3
2
22
87.45'
142.38'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 66
SOUTH ASSEMBLY 66
MIDDLE ASSEMBLY 236
NORTH SOUTH ASSEMBLY 0
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 2.5
ROOF INFORMATION
ROOF HEIGHT (FT)30.00
PARAPET HEIGHT (FT) 4.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 270
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 144.45
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 610
Module Connector 540
Rail 751
Cam 540
Cam Claw 540
Deflector 270
Base Pad 0
Ballast Block 343
Mechanical Attachment 24
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 32196
ARRAY AREA (SQ. FT)9303
ARRAY LOAD (PSF) 3.46
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) N/A
CONDITION 2 (in.) N/A
CONDITION 3 (in.) N/A
CONDITION 4 (in.) N/A
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 2.5
PC-122
24.02.21.0 v3.0.9405.4.2 CM
BALLAST LAYOUT - 2.5
PC-12
2
Re
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a
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M
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20
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-
0
3
-
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0
1
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d
a
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A
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DH
20
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-
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-
2
9
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-
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-
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1/12" = 1'-0"
43
4
4
2
4
3
2
2
4
2
2
3
4
2
2
1
2
22
23
2
3
3
3
1
4
1
5
4
3
3
2
4
4
3
2
1
2
5
3
3
2
1
1
2
1
3
2
2
1
2
1
3
2
1
2
1
3
2
2
2
2
1
4
1
2
2
2
2
1
2
3
2
1
1
2
1 2
1
1 2
1
1
1
1
4
1
1
1
1 3
2
1
1
11
1
3
1
1
2
2
1
2
2
2
2
2
1
3
2
2
3
2
1
1
3
2
2
1
1 3
2
2
1
1 1
2
2
2
1
2
2
1
2
2
1
1
2
2
2
1
2
2
2
1
2
2
2
1
2
2
2
2
2
2
2
2
21
2
11
2
1
2
1
3
2
12
92.06'
149.87'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 70
SOUTH ASSEMBLY 70
MIDDLE ASSEMBLY 400
NORTH SOUTH ASSEMBLY 0
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
SITE MAP A
PC-2NTS
RACKING CONSTRUCTION SET
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
PROJECT SUMMARY
PC-22
24.02.21.0 v3.0.9405.4.2 CM
clawFR 10 Degree - 29 cm
PROJECT PART QUANTITY
ITEM PART NUMBER QTY
Base 500050202 2520
BASE, 02, CFR
Module Connector 500050704 2178
MODULE CONNECTOR, 1150, 10D, CFR
Rail 2000895 3174
RAIL, 2500, CFR
Cam 5000500 2178
CAM, 10D, CFR
Cam Claw 2000673 2178
CAM CLAW, CFR
Deflector 200088705 1089
DEFLECTOR, 10D, 2300, CFR
Bolt 2000697 11296
BLT, HEX FLG, TRI, M6X16, GR8.8, PATCH
Base Pad 2000678 0
PAD, BASE, CFR
CONCRETE MASONRY UNIT N/A 1605
BLOCK, CONCRETE, 32.6 LB, - Xin x 8in x 16in NOMINAL, PARTNER SUPPLIED, SEE INSTALLATION MANUAL
APPROVED FOR CONSTRUCTION
MECHANICAL ATTACHMENT PART QUANTITY
MA Hardware Kit 5000423 9
HW KIT, MA STRUT, 2500, CFR
MA Strut 2000930 87
MA STRUT, 2500, CFR
Mechanical Attachment 100035906 87
MA, ANCH 2400, SIKA PVC
TOTAL MECHANICAL ATTACHMENT
COUNT
87
PROJECT SUMMARY
MODULE TYPE ADANI ASB-M10-144-535
MODULE DIMENSIONS (IN.)89.21 X 44.61 X 1.38
NUMBER OF MODULES 1089
MODULE WATTAGE (W STC)535
SYSTEM SIZE (kW STC)582.615
SYSTEM WEIGHT (LB)137360
SYSTEM AREA (SQ FT.)37504
AGGREGATE SYSTEM LOAD (PSF)3.66
NUMBER OF ARRAYS 5
ARRAY TILT (DEG)8.99
2
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-
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1
-
1
2
Roof 1
Roof 2
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
#
RACKING CONSTRUCTION SET
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED UPON INFORMATION PROVIDED TO
PANELCLAW. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF THE
SOLAR ARRAY. NOTIFY PANELCLAW OF ANY DISCREPANCIES.
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
ARRAY SITE MAP
PC-32
24.02.21.0 v3.0.9405.4.2 CM
ROOF NAME ROOF SETBACK
(FT.)
ROOF HEIGHT
(FT)
PARAPET
HEIGHT (FT)
ROOF TILT
(DEG)
Roof 1 4.00 20.00 5.0 1
Roof 2 4.00 30.00 4.0 1
KEEPOUT NAME KEEPOUT
CLEARANCE
(FT.)
KEEPOUT
HEIGHT (IN.)
Group 1 4 192
Group 2 4 168
Group 2 4 48
Group 3 4 36
Group 3 4 12
Group 4 4 72
3
2
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209'
14'
67'
123'
199'
322'
157'
79'
108'
43'8'56'
202'
233'
1
243'
42'
79'
157'
322'
199'
2
3
4
5
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
A
(REPEAT DIMENSION EAST-WEST)
PL
(PANEL LENGTH)
M
(PROJECTED
PANEL WIDTH)
B
(REPEAT DIMENSION
NORTH-SOUTH)
C
J
PT
P
D
PW
D
°
O
W
K
X
19 mm (0.748 in)
'L' RAIL INSTALLATION:
USE THE OUTER SET OF HOLES WHEN INSTALLING RAILS
BETWEEN MODULES.
N
G
32
.
9
m
m
(
1
.
2
9
5
i
n
)
S
(ON-MODULE
BASE SPACING)
L
(BETWEEN-MODULE
BASE SPACING)R
AEBE
RAIL ON “L” SPACING IS ALWAYS ON TOP OF RAIL ON “S”
SPACING. THIS INSTALLATION SEQUENCE IS CRITICAL TO
SYSTEM PERFORMANCE. FOR MORE INFORMATION
REVIEW THE INSTALLATION MANUAL AND VIDEOS.
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
ARRAY TOP VIEW B
NTSSCALE:
ARRAY CROSS SECTION VIEW A
NTS
SCALE:
RAIL DETAIL C
NTS
RACKING CONSTRUCTION SET
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
2
24.02.21.0 v3.0.9405.4.2 CM
INSTALLED ARRAY DIMENSIONS
A B C D G J K M N O P R W X Theta (DEG)D/J (#:1)G.C.R.*
mm 2285 1404 123 285 116 177 211 1119 82 61 87 516 270 136 8.99 1.61 0.81UNITS
inches 89.96 55.29 4.84 11.23 4.58 6.97 8.30 44.06 3.21 2.39 3.42 20 5/16 10.62 5.35 8.99 1.61 0.81
* G.C.R = (PW) / B
INSTALLATION MEASUREMENTS
AEBE S L CAM SPACING*
mm 486 1235 1050 59UNITS
inches 19 1/8 48 5/8 41 5/16 2 5/16
*CAM SPACING SHOWN ON ASSEMBLIES PAGE.
MODULE DIMENSIONS
PL PW PT
mm 2266 1133 35UNITS
inches 89.21 44.61 1.38
PC-4 PC-4
PC-4
TYPICAL ARRAY
DIMENSIONS
PC-4
APPROVED FOR CONSTRUCTION
2
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DH
20
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-
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24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.1
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 5.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 104
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 55.64
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 258
Module Connector 208
Rail 314
Cam 208
Cam Claw 208
Deflector 104
Base Pad 0
Ballast Block 110
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 11681
ARRAY AREA (SQ. FT)3576
ARRAY LOAD (PSF) 3.27
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 3
CONDITION 2 (in.) 6
CONDITION 3 (in.) 6
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 1.1
PC-82
24.02.21.0 v3.0.9405.4.2 CM
BALLAST LAYOUT - 1.1
PC-8
2
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3
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2
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d
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20
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9
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1
2
1/6" = 1'-0"
12
12
12
2
12
2
2
1
2
1
2
2
2
2
2
22
2
2222
2
2
1
2
1
1
2
2
1
1
2
1 11 1
1
2
2
2
1 2
2
2
1
2
2
2
2
1
2
1
3
2
2
1
2
22 2
55.20'
104.89'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 44
SOUTH ASSEMBLY 44
MIDDLE ASSEMBLY 114
NORTH SOUTH ASSEMBLY 6
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
RE
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 2.2
ROOF INFORMATION
ROOF HEIGHT (FT)30.00
PARAPET HEIGHT (FT) 4.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 255
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 136.425
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 570
Module Connector 510
Rail 736
Cam 510
Cam Claw 510
Deflector 255
Base Pad 0
Ballast Block 434
Mechanical Attachment 19
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 34016
ARRAY AREA (SQ. FT)8788
ARRAY LOAD (PSF) 3.87
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) N/A
CONDITION 2 (in.) N/A
CONDITION 3 (in.) N/A
CONDITION 4 (in.) N/A
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 2.2
PC-92
24.02.21.0 v3.0.9405.4.2 CM
BALLAST LAYOUT - 2.2
PC-9
2
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-
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d
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o
u
t
GZ
20
2
4
-
0
1
-
1
2
1/12" = 1'-0"
41
4
2
4
2
4
2
1
4
2
4
1
1
5
1
2
1
2
1
1
1
1
3
3
3
1
2
3
3
1
1
2
3
1
1
2
2
1
1 1
1
1
1
2
5
2
1 2
2
3
3
1
2
1
1
2
1
1
4
2 2
12
1
2
1
2
2
1
1
2
2
2
2
1
2
2
2
2
2
2 2
2 2
21
2
1
1
1
2
1
2
1
2
1
3
1
1
2
3
3
3
1
1
1
4
3
1
1 3
1
3
1 2
1
3
2
3 2
3
3
3
3
3
2
3
3
2
1
3
2
3
2
3
14
1
3
1
5
1
2
3
1
5
3
2
2
4
3 3
4
31
2
2
2
2
1
2
2
2
2
1
1
1
2
1
1
3
2
1
1 2
1
2
3
1
2
1
3
1
2
1
1 3
2
2
1
1 5
3
2
1
1
5
2
1
4
3
23
43
44
5
92.06'
149.87'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 58
SOUTH ASSEMBLY 58
MIDDLE ASSEMBLY 392
NORTH SOUTH ASSEMBLY 2
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
539
'
-
6
"
46'-7"
184
'
-
0
"
628
'
-
6
"
368'-6
"
SLC
MDP
UM
ACD
39'-10"
283
'
-
5
"
301
'
-
4
"
426
'
-
4
"
98'
-
9
"
INV
INV
INV
INV
INV
INV
INV
INV
INV
PVM
GEN
MSB
T
T
T
T
MDP
UM
SLC
INV
INV
INV
INV
INV
INV
INV
INV
INV
ACD
PVM
T
MS
B
T
T
T
GEN
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-1
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
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R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
PLOT PLAN WITH ROOF PLAN
PV-1
1
SCALE: 3/128"=1'-0"
SITE PLAN
ROOF #1
(985) ADANI SOLAR ASB-M10-535 (535W) MODULES
(E) DRIVEWAY
TREES
(E) UTILITY METER
PROP
E
R
T
Y
L
I
N
E
PRO
P
E
R
T
Y
L
I
N
E
PRO
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
ROOF #2
(104) ADANI SOLAR ASB-M10-535 (535W) MODULES
(E) FENCE
ELECTRICAL ROOM
(E) MAIN DISTRIBUTION PANEL
(N) AC DISCONNECT
(E) SOLAR LOAD CENTER
(ON ROOF)
(N) RACK (TYP.)
SITE NOTES
· A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS.
· THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS AN UTILITY INTERACTIVE SYSTEM .
· THE SOLAR PV INSTALLATION SHALL 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 [CEC 2022]
ELECTRICAL ROOM 2
(N) 3 x SUNNY TRIPOWER
CORE1 62-US [480V]
INVERTERS
(N) 6 x SUNNY TRIPOWER CORE1
62-US [480V] INVERTERS
(N) PV PRODUCTION METER
(E) TRANSFORMER
(E) TRANSFORMER
(E) MAIN SWITCHBOARD
(E) GENERATER
PULLM
A
N
S
T
E D
E
E
R
E
A
V
E
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
48" FIRE SETBACK
48" FIRE SETBACK
48
"
F
I
R
E
S
E
T
B
A
C
K
48
"
F
I
R
E
S
E
T
B
A
C
K
52
'
-
5
"
40
'
-
3
"
90
'
-
7
"
7'
-
2
"
SLCMDPUMACD
72" FIRE SETBACK
72" FIRE SETBACK
72" FIRE SETBACK
72
"
F
I
R
E
S
E
T
B
A
C
K
72
"
F
I
R
E
S
E
T
B
A
C
K
5'
-
6
"
48" FIRE SETBACK 48" FIRE SETBACK48" FIRE SETBACK
48
"
F
I
R
E
S
E
T
B
A
C
K
72
"
F
I
R
E
S
E
T
B
A
C
K
48
"
F
I
R
E
S
E
T
B
A
C
K
INV
INV
INV
INVINV
INV
INV
INV
INV
JB
7'-5"59'-7"22'-5"11'-5"
JB
JB
JB
JB
JB
JB
JB
JB
JB
JB JB
JB
JB
JB
JB
JB
JB
36" FIRE SETBACK
36
"
F
I
R
E
S
E
T
B
A
C
K
36
"
F
I
R
E
S
E
T
B
A
C
K
36
"
F
I
R
E
S
E
T
B
A
C
K
36
"
F
I
R
E
S
E
T
B
A
C
K
PVM
15
'
-
5
"
40
'
-
3
"
13
'
-
9
"
9'
-
4
"
21'-5"74'-6"14'-11"
14'-11"
11'-4"
GEN
MS
B
T
T
T
T
7'-5"
74'-6"
8'
-
1
1
"
31
'
-
1
"
23
'
-
4
"
40
'
-
3
"
14
'
-
8
"
35
'
-
8
"
7'
-
7
"
89'-6"6'-11"149'-1"
MDP UM ACD
PVM SLC
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-2
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
1 ROOF PLAN & MODULES
PV-2 SCALE: 1/32" = 1'-0"
ADANI SOLAR ASB-M10-535
(535W) MODULES
89
.
2
1
"
44.61"
DESIGN SPECIFICATION
RISK CATEGORY:II
CONSTRUCTION:COMMERCIAL
ZONING:COMMERCIAL
SNOW LOAD (ASCE 7-16):0 PSF
EXPOSURE CATEGORY:C
WIND SPEED (ASCE 7-16):95 MPH
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES:1089 MODULES
MODULE TYPE:ADANI SOLAR ASB-M10-535 (535W)
MODULES
MODULE WEIGHT:61.73 LBS
MODULE DIMENSIONS:89.21" X 44.61" = 27.64 SF
UNIT WEIGHT OF AREA:2.23 PSF
ROOF PLAN &
MODULES
- JUNCTION BOXJB
ROOF DESCRIPTION
ROOF ROOF
TILT AZIMUTH ROOF MATERIAL
#1 0°220°PVC/TPO
#2 0°220°PVC/TPO
ARRAY AREA & ROOF AREA CALC'S
ROOF # OF
MODULES
ARRAY
AREA
(Sq. Ft.)
ROOF
AREA
(Sq. Ft.)
ROOF
AREA COVERED
BY ARRAY (%)
#1 985 27215.55 60885.52 45
#2 104 2873.52 9778.34 29
LEGEND
MDP
- VENT, ATTIC FAN (ROOF OBSTRUCTION)
- MAIN DISTRIBUTION PANEL
UM - UTILITY METER
ACD - AC DISCONNECT
72" FIRE SETBACK
(N) BALLAST BLOCK
(N) RAIL
ROOFS #1 & #2
(1089) ADANI SOLAR ASB-M10-535 (535W) MODULES
(E
)
FR
O
N
T
O
F
B
U
I
L
D
I
N
G
PU
L
L
M
A
N
S
T
(E
)
BA
C
K
O
F
B
U
I
L
D
I
N
G
- BALLAST BLOCK
- RAIL
(N) 9 x SUNNY TRIPOWER CORE1 62-US [480V] INVERTERS
(ON ROOF)
- SUNNY TRIPOWER CORE1 62-US [480V]
(N) PANELCLAW CLAW FR 10 DEGREE
RACKING SYSTEM
(N) EMT CONDUIT
48" FIRE SETBACK
SLC - SOLAR LOAD CENTER
(E) UTILITY METER
(E) MAIN DISTRIBUTION PANEL
(N) AC DISCONNECT
(E) SOLAR LOAD CENTER
(ON ROOF)
(N) RACK (TYP.)
(N) JUNCTION BOX (TYP.)
ARRAYS #1 TO #5
ARRAY TILT - 10°
AZIM. - 220°
36" FIRE SETBACK
ELECTRICAL ROOM
ELECTRICAL ROOM 2
INV
(N) PV PRODUCTION METER
(E) TRANSFORMER
(E) GENERATOR
(E) 3 x TRANSFORMERS
(E) MAIN SWITCHBOARD
- TRANSFROMERT
- GENERATORGEN
MSB - MAIN SWITCHBOARD
PVM - PV PRODUCTION METER
- MECHANICAL ATTACHMENT
(N) MECHANICAL ATTACHMENT
E DEERE AVE
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
U-ANCHOR 2400 MECHANICAL
ATTACHMENT: MANUFACTURED BY
OTHERS
NOTE:
THIS DETAIL IS GENERIC IN NATURE AND IS
INTENDED ONLY TO SHOW TYPICAL
MECHANICAL ATTACHMENT ASSEMBLY
LOCATIONS. REFER TO INDIVIDUAL ARRAY
LAYOUTS FOR REQUIRED LOCATIONS.
U-ANCHOR 2400
MECHANICAL ATTACHMENT
ø 6.4 mm (0.25 in)
MECHANICAL ATTACHMENT
WORST-CASE SERVICE LOAD (LB)
HORIZONTAL (H)VERTICAL (V)
WIND SEISMIC WIND
MAXIMUM ALLOWABLE LOAD (LB)
HORIZONTAL (H)VERTICAL (V)
RACKING CONSTRUCTION SET
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
2 PC-13
MECHANICAL
ATTACHMENT DETAIL
24.02.21.0 v3.0.9405.4.2 CM
2
Re
v
i
s
e
d
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
RH
20
2
4
-
0
3
-
2
0
1
Up
d
a
t
e
d
A
d
d
r
e
s
s
DH
20
2
4
-
0
2
-
2
9
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
1
-
1
2
0 610 469
650 525
APPROVED FOR CONSTRUCTION
PC-13
PC-13 PC-13
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
CAM SPACING
BASE HOLE "2"
BASE HOLE "1"
BASE HOLE "1"
BASE HOLE "2"
BASE HOLE "3"
BASE HOLE "3"
BASE HOLE "1"BASE HOLE "3"BASE HOLE "1"BASE HOLE "3"BASE HOLE "3"BASE HOLE "1"BASE HOLE "3"BASE HOLE "2"
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER
RE
V
DE
S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
CAM SPACING DETAIL A
NTS
SCALE:
NORTH ASSEMBLY B
NTS
SCALE:
SOUTH ASSEMBLY D
NTS
SCALE:
MIDDLE ASSEMBLY C
NTS
SCALE:
NORTH SOUTH ASSEMBLY E
NTS
SCALE:
EXAMPLE ARRAY CONSTRUCTION F
NTS
RACKING CONSTRUCTION SET
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
ASSEMBLIES
PC-52
24.02.21.0 v3.0.9405.4.2 CM
APPROVED FOR CONSTRUCTION
PC-5
PC-5 PC-5
PC-5 PC-5
PC-5
STANDARD ASSEMBLY QUANTITY
NORTH ASSEMBLY 334
SOUTH ASSEMBLY 334
MIDDLE ASSEMBLY 1502
NORTH SOUTH ASSEMBLY 8
NOTE: ASSEMBLIES IN THIS TABLE USE THE STANDARD 2-PAD BASE
CAM SPACING
mm 59UNITS
inches 2 5/16
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
NOTE:
EXAMPLE BALLASTING SHOWN ON THIS
PAGE IS FOR REFERENCE ONLY AND DO NOT
REFLECT TYPICAL BALLAST PLACEMENT.
REFER TO BALLAST MAP SHEETS FOR ARRAY
SPECIFIC BALLAST REQUIREMENTS.
BASE
RAIL
DEFLECTOR
CAM BRACKET
AND CAM CLAW
TRANSPARENT MODULE
MODULE CONNECTOR
RE
V
DE
S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
CAM BRACKET C
NTS
SCALE:
CAM CLAW B
NTS
SCALE:
RAIL F
NTS
SCALE:
BASE D
NTS
SCALE:
MODULE CONNECTOR E
NTSSCALE:
DEFLECTOR G
NTS
SCALE:
EXAMPLE RAIL AND BLOCK CONFIGURATION A
NTS
RACKING CONSTRUCTION SET
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
2
APPROVED FOR CONSTRUCTION
PC-6
RACKING
COMPONENTS
24.02.21.0 v3.0.9405.4.2 CM
PC-6
PC-6
PC-6
PC-6
PC-6
PC-6PC-6
2
Re
v
i
s
e
d
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
RH
20
2
4
-
0
3
-
2
0
1
Up
d
a
t
e
d
A
d
d
r
e
s
s
DH
20
2
4
-
0
2
-
2
9
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
1
-
1
2
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
MECHANICAL ATTACHMENT
AT INDICATED LOCATION
NOTE:
EXAMPLE BALLAST AND
ATTACHMENTS SHOWN ON THIS
PAGE ARE FOR REFERENCE
ONLY. REFER TO BALLAST MAP
SHEETS FOR ARRAY SPECIFIC
BALLAST/ATTACHMENT
REQUIREMENTS.
BALLAST QUANTITY:
"#"=QUANTITY OF BALLAST BLOCK INSTALLEDCENTERED UNDER MODULE
IF NO BALLAST QUANTITY SHOWN, DO NOT PLACE
BALLAST
SEE INSTALLATION MANUAL FOR NOTES ON
INSTALLING MORE THAN FOUR BALLAST BLOCKS PER
MODULE
DO NOT INSTALL ADDITIONAL RAIL TO HOLDBALLAST ON MODULES WITH NO BALLASTSHOWN.
A
NTS
RACKING CONSTRUCTION SET
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
2 PC-7
BALLAST LEGEND
APPROVED FOR CONSTRUCTION
24.02.21.0 v3.0.9405.4.2 CM
PC-7 PC-7
2
Re
v
i
s
e
d
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
RH
20
2
4
-
0
3
-
2
0
1
Up
d
a
t
e
d
A
d
d
r
e
s
s
DH
20
2
4
-
0
2
-
2
9
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
1
-
1
2
24-0242-2971.1
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-3
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
ATTACHMENT
DETAILS
PV MODULES
BALLAST BLOCKBASECAM CLAM
CAM SEAT
TILT ARM
LOCK CLAW
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-3A
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
ATTACHMENT
DETAILS
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SLCMDPUMACD
INV
INV
INV
INVINV
INV
INV
INV
INV
JB
1
17
1
18
1
18
1
1717
1
1
17
1
17
1
17
18
18
1
1 1
17
1
17
1
1
1
17
17
17
171
JB
JB
JB
1
1 1
17 1717
1
161
17
1
17
JB
11
17
17
JB
16
1
1
17
1
17
17
1
1
17
117 1
17
1 17
JB
JB
1
16
16
1
1
16
1
16
JB
1
116
16
1
16
1
16
JB
16
1
1
15
16
1
1
16
JB
16
1
1
16
1
16
1
16
JB
16
1
1
16
1
15
1
15
1
15
JB
1
15
1
16
1
15
1
16
JB
JB
1
15
1
15
1
15
JB
1
1
1
18
18
17
1
17
JB
1
17
1
17
JB
PVM
GEN
MS
B
T
T
T
T
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-2A
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
1 STRING LAYOUT & BOM
PV-2A SCALE: 1/32" = 1'-0"
STRING LAYOUT
& BOM
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
SOLAR PV MODULE 1089 ADANI SOLAR ASB-M10-535 (535W) MODULES
INVERTER 9 SUNNY TRIPOWER CORE1 62-US [480V] INVERTERS
JUNCTION BOX 18 JUNCTION BOX, NEMA 3R, UL LISTED
SOLAR LOAD CENTER 1 SOLAR LOAD CENTER 1000A RATED, 480V, 3PH, 4W
MONITORING SYSTEM 1 ALSO ENERGY DATA AGGREGATION SYSTEM
PRODUCTION METER 1 PV PRODUCTION METER
AC DISCONNECT 1 1000A FUSED AC DISCONNECT WITH (3) 1000A FUSES,
480V, 3PH, 4W, NEMA 3R UL LISTED
PU
L
L
M
A
N
S
T
(E
)
F
R
O
N
T
O
F
B
U
I
L
D
I
N
G
(E
)
B
A
C
K
O
F
B
U
I
L
D
I
N
G
INVERTER #1
02 x STRINGS OF 18 MODULES
06 x STRINGS OF 17 MODULES
= 138 MODULES
STRING INFORMATION
INVERTER #2
02 x STRINGS OF 18 MODULES
06 x STRINGS OF 17 MODULES
= 138 MODULES
INVERTER #3
01 x STRING OF 16 MODULES
07 x STRINGS OF 17 MODULES
= 135 MODULES
INVERTER #4
01 x STRING OF 16 MODULES
07 x STRINGS OF 17 MODULES
= 135 MODULES
INVERTER #5
08 x STRINGS OF 16 MODULES
= 128 MODULES
INVERTER #6
01 x STRING OF 15 MODULES
07 x STRINGS OF 16 MODULES
= 127 MODULES
INVERTER #7
02 x STRINGS OF 16 MODULES
04 x STRINGS OF 15 MODULES
= 92 MODULES
INVERTER #8
02 x STRINGS OF 16 MODULES
04 x STRINGS OF 15 MODULES
= 92 MODULES
INVERTER #9
02 x STRINGS OF 18 MODULES
04 x STRINGS OF 17 MODULES
= 104 MODULES
E DEERE AVE
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
21 3
21 3
5213
JUNCTION BOX-9,
NEMA 3R, UL
LISTED
15 16
21 3
(128) ADANI SOLAR ASB-M10-535 (535W) MODULES
8 x STRINGS OF 16 MODULES
INVERTER #5
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
17
21 3
21 3
6213
JUNCTION BOX-10,
NEMA 3R, UL
LISTED
21 3
18
15 16
15 16
15 16
15 16
15 16
15 16
15 16
100A/3P 20A/3P
(N) SOLAR LOAD CENTER,
1000A, 480V, 3-PH, 4-W
100A/3P 100A/3P
100A/3P
100A/3P
100A/3P
100A/3P
100A/3P
100A/3P
21 3
21 3
1213
JUNCTION BOX-1,
NEMA 3R, UL
LISTED
17 18
21 3
17 18
16 17
16 17
(138) ADANI SOLAR ASB-M10-535 (535W) MODULES
2 x STRINGS OF 18 MODULES
6 x STRINGS OF 17 MODULES
INVERTER #1
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
13
21 3
21 3
2213
JUNCTION BOX-2,
NEMA 3R, UL
LISTED
21 3
16 17
16 17
16 17
16 17
14
{
INVERTER #2
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
21 3
21 3
3213
JUNCTION BOX-5,
NEMA 3R, UL
LISTED
15 16
21 3
16 17
16 17
(135) ADANI SOLAR ASB-M10-535 (535W) MODULES
1 x STRING OF 16 MODULES
7 x STRINGS OF 17 MODULES
INVERTER #3
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
15
21 3
21 3
4213
JUNCTION BOX-6,
NEMA 3R, UL
LISTED
21 3
16 17
16 17
16 17
16 17
16 17
16
{
INVERTER #4
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
2 13
2 13
7 2 13
JUNCTION BOX-11,
NEMA 3R, UL
LISTED
1415
2 13
INVERTER #6
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
19
2 13
2 13
8 2 13
JUNCTION BOX-12,
NEMA 3R, UL
LISTED
2 13
20
1516
1516
1516
1516
1516
1516
1516
(127) ADANI SOLAR ASB-M10-535 (535W) MODULES
1 x STRING OF 15 MODULES
7 x STRINGS OF 16 MODULES
2 13
2 13
9 2 13
JUNCTION BOX-13,
NEMA 3R, UL
LISTED
1516
1516
1415
2 13
2 13
10 2 13
JUNCTION BOX-14,
NEMA 3R, UL
LISTED
1415
1415
1415
INVERTER #9
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT 2 13
2 13
11 2 13
JUNCTION BOX-17,
NEMA 3R, UL
LISTED
1718
1617
2 13
2 13
12 2 13
JUNCTION BOX-18,
NEMA 3R, UL
LISTED
INVERTER #7
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
1718
1617
1617
1617
}
INVERTER #8
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT (104) ADANI SOLAR ASB-M10-535 (535W) MODULES
2 x STRINGS OF 18 MODULES
4 x STRINGS OF 17 MODULES
(92) ADANI SOLAR ASB-M10-535 (535W) MODULES
2 x STRINGS OF 16 MODULES
4 x STRINGS OF 15 MODULES
(N) ALSO ENERGY
MONITORING SYSTEM
VREF/PWR CT I/O
(N) SERVICE DISCONNECT
FOR PV SYSTEM:
480V, 1000A FUSED, NEMA
3R, UL LISTED
(3
)
1
0
0
0
A
F
U
S
E
S
CONTINUE TO
SHEET NO. PV-4A
26
28
21
22
23
24
25
25
25
25
25
25
INVERTER #2 HAVE SAME MODULE
COUNT AS INVERTER #1,
INVERTER #4 HAVE SAME MODULE
COUNT AS INVERTER #3,
INVERTER #8 HAVE SAME MODULE
COUNT AS INVERTER #7
}{
LINE
LOAD
(N) PV PRODUCTION
METER
27
N-G BOND
GROUND
ELECTRODE
CONDUCTOR
NOTE: THE AC DISCONNECT
IS SUITABLE FOR THE USE AS
SERVICE EQUIPMENT (SUSE)
CEC 230.82(6).
MINIMUM 3/0 AWG
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-4
DATE: 03/27/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
REVISION 03/27/2024 C
ELECTRICAL LINE
DIAGRAM
PV-4
ELECTRICAL LINE DIAGRAM
SCALE: NTS
1
NORTH
1600A
MAIN CIRCUIT BREAKER RATING:
SERVICE INFO
MAIN SERVICE VOLTAGE:
MAIN SERVICE PANEL:
MAIN SERVICE LOCATION:
480V
1600A
NOTE: TAG NO 26, 27 & 28 HAVE FOUR PARALLEL SET OF 2.5" DIA
CONDUIT AND EACH CONDUIT HAVE 4 CABLES (L1, L2, L3 & N)
NOTE: INVERTERS #1, #2, #3, #4, #5, #6, #7, #8 & #9
HAVE SAME WIRE CALCULATIONS.
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
1
20A
3P
HP-1
600A BUS
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
2
15A
3P
HP-3
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
3
HP-4
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
4
HP-5
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
5
HP-6
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
6
HP-7
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
7
20A
3P
HP-8
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
8
HP-9
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
9
HP-10
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
10
HP-11
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
11
HP-12
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
12
HP-13
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
13
HP-14
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
14
HP-15
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
15
HP-16
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
16
30A
3P
HP-17
3/
4
"
C
-
3
#
8
&
1
#
1
0
G
N
D
17
HP-18
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
18
HP-19
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
19
HP-20
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
20
20A
3P
HP-21
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
21
HP-22
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
22
HP-23
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
23
HP-24
3/
4
"
C
-
3
#
8
&
1
#
1
0
G
N
D
24
20A
3P
HP-25
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
25
25A
3P
HP-26
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
26
45A
3P
HP-27
3/
4
"
C
-
3
#
6
&
1
#
1
0
G
N
D
27
30A
3P
HP-28
3/
4
"
C
-
3
#
8
&
1
#
1
0
G
N
D
28
15A
3P
EF-5
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
29
EF-6
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
30
EF-7
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
31
EF-8
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
32
EF-12
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
33
30A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
30A
3P
15A
3P
15A
3P
15A
3P
15A
3P
3 HMC1-1
480V, 3PH, 3W
11
1" C - 1 #3/0 G
11
1" C - 1 #3/0 G
G
20 CLD1-1
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
CLP1-1
500A
3P
600A BUS
208/120V, 3PH, 4W
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
CLP1-2
200A
3P
200A
3P
200A
3P
SPARE SPARE
(2)3" C - (8)#250KCMIL
& (2)#2 GND
1"C - 1#1/0G1-
1
/
4
"
C
-
(
4
)
#
6
A
W
G
&
1
#
1
0
G
N
D
19
EHP1-1
CLP1-1, 32-34
14
50A
3P
225A
3P
225A
3P
50A
3P
400A
3P
175A
3P
225A
3P
500A
3P1600A
3PG
480/277V, 3PH, 3W
PULL SECTION
MAIN AND METER SECTION DISTRIBUTION SECTION
1-1/4" C - (4)#6 AWG
& 1 #10 GND
1600A BUS
MAX AVAILABLE FAULT CURRENT: 32KA
SHORT CIRCUIT WITHSTAND RATING: 42KA
(2)2-1/2" C - (6)#250KCMIL
& 2 #1 GND
(2)4" C.O.(2)5" C.O.
2" C - (3)#4/0
& 1 #2 GND
"ATS-2"
260A/3P
480V
3PH, 3W
17
15
15
1 MSB-1-1
2"
C
-
(
3
)
#
4
/
0
&
1
#
2
G
N
D
1-
1
/
4
"
C
-
(
4
)
#
6
A
W
G
&
1
#
1
0
G
N
D
SOUTHERN
CALIFORNIA EDISON
TRANSFORMER AND
FUSE SWITCH
TO SOUTHERN
CALIFORNIA
EDISON POLE
"ATS-1"
260A/4P
480/277V
3PH, 4W
16
EGRESS
LTG
PULLMAN
CRITICAL LOADS
2"
C
-
(
3
)
#
4
/
0
&
1
#
2
G
N
D
19
HP1-1
LTGLCP1LCP2
2-
1
/
2
"
C
-
(
4
)
#
4
/
0
&
1
#
2
G
N
D
"T1D"
150KVA
480-208/120V
3PH, 4W
18
3/4"C
- 1#6G "T1B"
45KVA
208/120V
3PH, 4W
5
1-
1
/
4
"
C
-
(
3
)
#
4
A
W
G
&
1
#
8
G
N
D
2"
C
-
(
4
)
#
1
/
0
A
W
G
&
1
#
2
G
N
D
LP1-5LP1-6
150A
3P
MCB
8
(1)1-1/4"C W/
(4)#2AWG
& 1 #8 GND
1"C - 1#1/0G
"T1A"
112.5KVA
480-208/120V
3PH, 4W
4
2"
C
-
(
3
)
#
2
/
0
A
W
G
&
(
1
)
#
6
G
N
D
3-
1
/
2
"
C
-
(
4
)
5
0
0
K
C
M
I
L
&
(
1
)
#
2
G
N
D
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
LP1-1
400A BUS
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
LP1-2
200A
3P
PULLMAN
HOUSE/OFFICE LOADS
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
LP1-3
200A
3P
200A
3P
SPARE
400A
3P
208/120V, 3PH, 4W
(4) 225A
BUSSES SPACE
2 LD1-1 12 LD1-2
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
9
LP1-8
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
LP1-9
200A
3P
PULLMAN
LAB LOADS
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
LP1-10
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
LP1-11
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
LP1-12
200A
3P
9 9 9 9
200A
3P
200A
3P
SPARE SPARE
225A
3P
SPARE
800A BUS
(4) 225A
BUSSES SPACE
208/120V, 3PH, 4W
1"C - 1#3/0G
"T1A"
225KVA
480-208/120V
3PH, 4W
10
(2
)
2
"
C
-
(
6
)
#
3
/
0
A
W
G
&
(
2
)
#
2
G
N
D
(3
)
4
"
C
-
(
1
2
)
3
5
0
K
C
M
I
L
&
(
3
)
#
1
/
0
G
N
D
800A
3P
LINK BUILDING
LOADS
"GENERATOR"
150KW/187.5KVA
480/277V
3PH, 3W
13
M
POINT OF INTERCONNECTION
SUPPLY SIDE TAP
CONTINUED FROM
SHEET NO. PV-4
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-4A
DATE: 03/27/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
REVISION 03/27/2024 C
ELECTRICAL LINE
DIAGRAM
PV-4A
ELECTRICAL LINE DIAGRAM
SCALE: NTS
1
NORTH
1600A
MAIN CIRCUIT BREAKER RATING:
SERVICE INFO
MAIN SERVICE VOLTAGE:
MAIN SERVICE PANEL:
MAIN SERVICE LOCATION:
480V
1600A
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-4B
DATE: 03/27/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
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5
1
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
REVISION 03/27/2024 C
ELECTRICAL
CALCULATIONS
PV-4B
ELECTRICAL CALCULATION
SCALE: NTS
1
ID TYPICAL INITIAL CONDUCTOR
LOCATION
FINAL CONDUCTOR
LOCATION CONDUCTOR CONDUIT PARALLEL
CONDUCTORS
CURRENT-CARRYING
CONDUCTORS IN
CONDUIT
CONDUIT FILL
PERCENT OCPD EGC TEMP. CORR.
FACTOR
CONDUIT FILL
FACTOR
CONT.
CURRENT
MAX.
CURRENT BASE AMP.DERATED
AMP.
TERM. TEMP.
RATING LENGTH VOLTAGE
DROP
1 4 ARRAY JUNCTION BOX-1 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 121FT 0.51%
2 4 ARRAY JUNCTION BOX-2 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 113FT 0.51%
3 4 ARRAY JUNCTION BOX-5 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 113FT 0.51%
4 4 ARRAY JUNCTION BOX-6 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 113FT 0.51%
5 4 ARRAY JUNCTION BOX-9 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
6 4 ARRAY JUNCTION BOX-10 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
7 4 ARRAY JUNCTION BOX-11 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
8 4 ARRAY JUNCTION BOX-12 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
9 3 ARRAY JUNCTION BOX-13 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
10 3 ARRAY JUNCTION BOX-14 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 89FT 0.25%
11 3 ARRAY JUNCTION BOX-17 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 121FT 0.51%
12 3 ARRAY JUNCTION BOX-18 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 113FT 0.51%
13 1 JUNCTION BOX-1 INVERTER #1 10 AWG PV WIRE COPPER MIN 1.25" Dia EMT 4 8 29.47%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.7 13.63A 17.03A 40A 21.28A 90°C 81FT 0.34%
14 1 JUNCTION BOX-2 INVERTER #1 10 AWG PV WIRE COPPER MIN 1.25" Dia EMT 4 8 29.47%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.7 13.63A 17.03A 40A 21.28A 90°C 141FT 0.63%
15 1 JUNCTION BOX-5 INVERTER #3 10 AWG PV WIRE COPPER MIN 1.25" Dia EMT 4 8 29.47%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.7 13.63A 17.03A 40A 21.28A 90°C 79FT 0.35%
16 1 JUNCTION BOX-6 INVERTER #3 10 AWG PV WIRE COPPER MIN 1.25" Dia EMT 4 8 29.47%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.7 13.63A 17.03A 40A 21.28A 90°C 84FT 0.38%
17 1 JUNCTION BOX-9 INVERTER #5 10 AWG PV WIRE COPPER MIN 1.25" Dia EMT 4 8 29.47%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.7 13.63A 17.03A 40A 21.28A 90°C 64FT 0.31%
18 1 JUNCTION BOX-10 INVERTER #5 10 AWG PV WIRE COPPER MIN 1.25" Dia EMT 4 8 29.47%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.7 13.63A 17.03A 40A 21.28A 90°C 155FT 0.74%
19 1 JUNCTION BOX-11 INVERTER #6 10 AWG PV WIRE COPPER MIN 1.25" Dia EMT 4 8 29.47%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.7 13.63A 17.03A 40A 21.28A 90°C 39FT 0.19%
20 1 JUNCTION BOX-12 INVERTER #6 10 AWG PV WIRE COPPER MIN 1.25" Dia EMT 4 8 29.47%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.7 13.63A 17.03A 40A 21.28A 90°C 91FT 0.43%
21 1 JUNCTION BOX-13 INVERTER #7 10 AWG PV WIRE COPPER MIN 1.0" Dia EMT 3 6 39.54%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.8 13.63A 17.03A 40A 24.32A 90°C 49FT 0.23%
22 1 JUNCTION BOX-14 INVERTER #7 10 AWG PV WIRE COPPER MIN 1.0" Dia EMT 3 6 39.54%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.8 13.63A 17.03A 40A 24.32A 90°C 121FT 0.62%
23 1 JUNCTION BOX-17 INVERTER #9 10 AWG PV WIRE COPPER MIN 1.0" Dia EMT 3 6 39.54%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.8 13.63A 17.03A 40A 24.32A 90°C 36FT 0.15%
24 1 JUNCTION BOX-18 INVERTER #9 10 AWG PV WIRE COPPER MIN 1.0" Dia EMT 3 6 39.54%N/A 10 AWG THWN-2,
COPPER 0.76 (53°C)0.8 13.63A 17.03A 40A 24.32A 90°C 54FT 0.24%
25 1 INVERTER #1 TO #9 SOLAR LOAD
CENTER 1/0 AWG THWN-2 COPPER MIN 1.5" Dia EMT 1 4 38.24%100A 8 AWG THWN-2,
COPPER 0.76 (53°C)0.8 79.50A 99.37A 170A 103.36A 90°C 145FT 0.58%
26 1 SOLAR LOAD
CENTER
PV PRODUCTION
METER 350 KCMIL THWN-2 COPPER MIN 2.5" Dia EMT 4 4 39.55%N/A 2/0 AWG THWN-2,
COPPER 0.94 (31°C)0.8 715.50A 894.37A 4 x 310.0A 4 x 233.12A 75°C 36FT 0.10%
27 1 PV PRODUCTION
METER
SERVICE
DISCONNECT 350 KCMIL THWN-2 COPPER MIN 2.5" Dia EMT 4 4 39.55%1000A 2/0 AWG THWN-2,
COPPER 0.94 (31°C)0.8 715.50A 894.37A 4 x 310.0A 4 x 233.12A 75°C 10FT 0.03%
28 1 SERVICE
DISCONNECT
MAIN DISTRIBUTION
PANEL 350 KCMIL THWN-2 COPPER MIN 2.5" Dia EMT 4 4 35.76%N/A N/A THWN-2,
COPPER 0.94 (31°C)0.8 715.50A 894.37A 4 x 310.0A 4 x 233.12A 75°C 10FT 0.03%
NORTH
1600A
MAIN CIRCUIT BREAKER RATING:
SERVICE INFO
MAIN SERVICE VOLTAGE:
MAIN SERVICE PANEL:
MAIN SERVICE LOCATION:
480V
1600A
NOTE: TAG NO 26, 27 & 28 HAVE FOUR PARALLEL SET OF 2.5" DIA
CONDUIT AND EACH CONDUIT HAVE 4 CABLES (L1, L2, L3 & N)
NOTE: INVERTERS #1, #2, #3, #4, #5, #6, #7, #8 & #9
HAVE SAME WIRE CALCULATIONS.
NOTE: THERE WILL BE A SEPARATE GEC ROUTED
FOR SERVICE DISCONNECT.
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-4C
DATE: 03/27/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
REVISION 03/27/2024 C
SOLAR MODULE SPECIFICATIONS
MANUFACTURER / MODEL ADANI SOLAR ASB-M10-535 (535W)
VMP 41.64 V
IMP 12.86 A
VOC 49.12 V
ISC 13.63 A
TEMP. COEFF. VOC -0.29%/°C
MODULE DIMENSION 89.21"(L) x 44.61"(W)
PANEL WATTAGE 535W
SPECIFICATIONS
& NOTES
PERCENT OF VALUES NUMBER OF CURRENT
CARRYING CONDUCTORS IN EMT
0.80 4-6
0.70 7-9
0.50 10-20
0.45 10-20
AMBIENT TEMPERATURE SPECS
RECORD LOW TEMP 2°C
AMBIENT TEMP (HIGH TEMP 2%)31°C
CONDUIT HEIGHT 0.5"
ROOF TOP TEMP 90°C
CONDUCTOR TEMPERATURE RATE 53°C
MODULE TEMPERATURE COEFFICIENT OF VOC -0.29%/°C
INVERTER SPECIFICATION
MANUFACTURER / MODEL
SUNNY TRIPOWER CORE1 62-US
[480V]
NOMINAL AC POWER 62500 W
NOMINAL OUTPUT VOLTAGE 480 V
NOMINAL OUTPUT CURRENT 79.5 A
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-5
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
PLACARDS
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS LOCATED AS SHOWN.
CAUTION!
LABEL LOCATION:
MAIN SERVICE PANEL & UTILITY METER&
SUB PANEL, AC PANEL, AC DISCONNECT
PLACARDS NOTES
1.CEC ARTICLES 690 AND 705 AND CEC SECTION R331 MARKINGS SHOW HEREON
2.ALL MARKINGS SHALL CONSIST OF THE FOLLOWING:
A.UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR
ELECTRO-PLATING
B.RED BACKGROUND COLOR WITH WHITE TEXT AND LINE WORK
C.ARIAL FONT.
3.ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED.
4.SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT USING POP-RIVETS OR
SCREWS.
5.THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED.
6.WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS
AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [CEC 110.21(8) FIELD MARKING].
7.ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS
SHALL BE WEATHER RESISTANT [CFC 605.11.1.3]
CODE : PER CEC 690.54
PANEL BOARD ENERGIES FROM
TWO SOURCES OF AC POWER
SOLAR 715.5A AT 480V &
UTILITY GRID 1600A AT 480V
1 Junction Box
Scale: NTS
2 Solar Load Center
Scale: NTS
DC VOLTAGE IS ALWAYS PRESENT
WHEN SOLAR MODULES
ARE EXPOSED TO SUNLIGHT
3 AC Disconnects
Scale: NTS
WARNING
4 Scale: NTS
CAUTION
POWER TO THIS SERVICE
IS ALSO SUPPLIED FROM
ON-SITE SOLAR/WIND
GENERATION
AC SYSTEM DISCONNECT
CAUTION
ALTERNATE POWER SUPPLY
AC SYSTEM DISCONNECT
WARNING
TURN OFF PHOTOVOLTAIC AC
DISCONNECT PRIOR TO
WORKING INSIDE PANEL
CODE : PER CEC 110.27(C) & OSHA 1910.145(f)(7)
!WARNING
ELECTRICAL SHOCK HAZARD
CODE : PER CEC 110.27(C) & OSHA 1910.145(f)(7)
!
TERMINALS ON THE LINE AND LOAD
SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
WARNING
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
CODE : PER CEC 690.13(B)
!
WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
!
CODE : PER CEC 706.15(C)(4) and CEC 690.13(B)
WARNING
THIS EQUIPMENT FED BY MULTIPLE
SOURCES: TOTAL RATING OF ALL OVER
CURRENT DEVICES EXCLUDING MAIN
POWER SUPPLY SHALL NOT EXCEED
AMPACITY OF BUSBAR
CODE : PER CEC 690.13(B)
!WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
!
CODE : PER CEC 706.15(C)(4) and CEC 690.13(B)
WARNING DUAL POWER SOURCE SECOND
SOURCE IS PHOTOVOLTAIC SYSTEM!
CODE : PER CEC 690.59 and CEC 705.12(D)(3)
!
POWER SOURCE OUTPUT
CONNECTION. DO NOT RELOCATE
THIS OVERCURRENT DEVICE.
CODE : PER CEC 705.12(B)(3)(2)
WARNING
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
CODE : PER CEC 110.27(C) and OSHA 1910.145(f)(7)
!WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
!
CODE : PER CEC 706.15(C)(4) and CEC 690.13(B)
WARNING
SINGLE 120-VOLT SUPPLY
DO NOT CONNECT
MULTI WIRE BRANCH CIRCUITS
!
CODE : PER CEC 706.15(C)(4) and CEC 690.13(B)
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT
CODE : PER CEC 690.13(B)
RAPID SHUTDOWN FOR
SOLAR PV SYSTEM
CODE : PER CEC 690.56(C)(2)
DO NOT DISCONNECT
UNDER LOAD
CODE : PER CEC 690.15(B) and CEC 690.33(D)(2)
LABEL LOCATION:
AC DISCONNECT (UTILITY REQUIREMENT)
LABEL LOCATION:
AC DISCONNECT (UTILITY REQUIREMENT)
5 Conduit
Scale: NTS
!
WARNING
RACEWAY IS ENERGIZED WHENIN
THE OPEN POSITION. DO NOT
RELOCATE OR CUT
!
WARNING
FOR LINE-SIDE TAP: "THE SUM OF THE AMPERE
RATINGS OF ALL OVER CURRENT DEVICES ON
PANEL BOARDS, BOTH LOAD AND SUPPLY DEVICES,
EXCLUDING THE RATING OF THE OVER CURRENT
DEVICE PROTECTING THE BUS BAR, SHALL NOT
EXCEED THE AMPACITY OF THE BUS BAR.
PERMANENT WARNING LABELS SHALL BE APPLIED
TO DISTRIBUTION EQUIPMENT."
THIS EQUIPMENT FED BY MULTIPLE
SOURCES. TOTAL RATING OF ALL OVER
CURRENT DEVICES, EXCLUDING MAIN
SUPPLY OVER CURRENT DEVICE, SHALL
NOT EXCEED AMPACITY OF BUSBAR.
LABEL PER CEC 690.56(C)- PROVIDE AT AC
DISCONCECT FOR RAPID SHUTDOWN COMPLIANT
SYSTEM
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH TO THE
"OFF" POSITION TO
SHUT DOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN THE ARRAY
SOLAR ELECTRIC
PV PANELS
PER CODE: CEC 690.54
PHOTOVOLTAIC SYSTEM AC DISCONNECT
RATED AC OUTPUT CURRENT 715.5 AMPS
NOMINAL OPERATING AC VOLTAGE 480 VOLTS
Main Service Panel
(N) AC DISCONNECT
ELECTRICAL ROOM
(E) MAIN SWITCHBOARD
(E) UTILITY METER
(N) SOLAR LOAD CENTER
(N) RAKE (TYP.)
(N) PV MODULE
(N) 9 x SUNNY TRIPOWER CORE1 62-US INVERTERS
(ON ROOF)
SLC MSBUMACD
INV
INV
INV
INV INV
INV
INV
INV
INV
JB
PVM
GEN
MS
B
T
T
T
T
(E) TRANSFORMER
(E) MAIN SWITCHBOARD
(E) 3 x TRANSFORMERS
(E) GENERATOR
PU
L
L
M
A
N
S
T
ELECTRICAL ROOM 2
E DEERE AVE
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-10
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
CERTIFICATE
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-6
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
EQUIPMENT
SPECIFICATIONS
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-7
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
EQUIPMENT
SPECIFICATIONS
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-8
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
EQUIPMENT
SPECIFICATIONS
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-9
DATE: 02/23/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
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REVISION 02/20/2024 A
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 02/23/2024 B
EQUIPMENT
SPECIFICATIONS
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
CARUSO
TURLEY
SCOTT
structural
engineers
STRUCTURAL
ENGINEERING
EXPERTS
PARTNERS
Sandra Herd, SE, PE, LEED AP
Thomas Morris, SE, LEED AP
Richard Dahlmann, SE, PE
Troy Turley, SE, PE, LEED AP
Brady Notbohm, SE, PE
PROFESSIONAL
REGISTRATION
50 States
Washington D.C.
U.S. Virgin Islands
Puerto Rico
1215 W. Rio Salado Pkwy.
Suite 200
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
Job No.24-0242-2971.1 Sheet No.Cover
By BDW/TET Date 3/26/24
CLIENT:
1600 Osgood Street
North Andover, MA 01845
PROJECT:
Medtronic
1851 E Deere Ave
Santa Ana, CA 92705
GENERAL INFORMATION:
BUILDING CODE:
2022 CBC, ASCE 7-16
With SEAOC PV1-2012 and PV2-2017
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Partner Name:SolarCo Energy Inc.
Project Name:Medtronic
Project Location:1851 E Deere Ave, Santa Ana, CA 92705, USA
Racking System:clawFR 10 Degree
Structural Calculations for Roof-Mounted Solar Array
Submittal Release: Rev 2
Engineering Seal
03/20/2024
APPROVED FOR CONSTRUCTION
3/26/2024
TROY E.TURLEY
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
5.0 Design Loads - Wind (Cont.):
5.1.2 Global Wind Shear Summary Table:
Mechanical attachments may be required for several reasons including building code, roof load limits and array shape. The
table below provides the mechanical attachment requirements for each sub-array within this project.
Applied Load Resisting Load Code Check
Sub-
Array
Name
FL-D =
Wind
Uplift
(lbs.)
FD =
Wind
Drag
(lbs.)
DL =
Total
Dead
Load
(lbs.)
Maximum
Allowable
Mechanical
Attachment
Strength (lbs.)
Total MA
Capacity
(lbs.)
Check
Calculated
Factor of
Safety*
Check
1.1 5,281 1,949 11,681 650 0 2.43 OK
2.2 12,696 4,668 34,016 650 12,350 4.01 OK
2.3 16,199 4,713 33,407 650 18,850 3.81 OK
2.4 9,346 3,815 26,060 650 9,750 4.05 OK
2.5 15,269 4,468 32,196 650 15,600 3.69 OK
Total:58,791 lbs.19,613 lbs.137,360 56,550 lbs.
Table 5.2 Summary of Mechanical Attachment Requirements
* Back calculated factor of safety provided to determine factor of safety applied to dead load in lieu of 0.6 in ASCE7 equation 7, BACK
CALCULATED FACTOR OF SAFETY = (DEAD LOAD+MECHANICAL ATTACHMENT)/(((.6)WIND DRAG /FRICTION)+(.6)WIND
UPLIFT)
03/20/2024
APPROVED FOR CONSTRUCTION
10
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
6.0 Design Loads - Downward:
6.1 Downward Wind Load Calculation:
WLin = qz * Am * GCP * cos θ
Where:
qz =19.25 psf (Ref. Section 3.1, Wind Load Data)
Am =27.64 sq.ft.(Single Module Area)(Ref. Section 1.1, General Project
Information)
θ =8.99 deg.(Ref. Section 1.1, General Project
Information)
GCP =1.13 (Inward)(Proprietary Wind Tunnel Data)
GCP =0.30 (Inward with snow)(ASCE 7-16 figure 30.3-5A)
WLin(no snow) = 594 lbs./module
WLin(with snow) = 158 lbs./module
Contact Base by Location: Contact Pad by Information:
1 =South Distance Between C.C. outer Pads =12.5 in.
2 =Interior Typical Pad Area =9 sq.in.
3 =2nd from North
4 =North
6.2 Racking Dimensions for Point Loads:
Inter-Module Support
spacing (S) = 48.62 in.
Inter-Column Support
Spacing (L) = 41.34 in.
Fig. 6.1 Typical Array Plan View
(Section A-A) on Next Page
03/20/2024
APPROVED FOR CONSTRUCTION
11
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
6.0 Design Loads - Downward (Cont.):
6.2 Racking Dimensions for Point Loads (Cont.):
Fig. 6.2 Section A-A
6.3 Point Load Summary:Notes:
DLsys = 79 lbs./module -Base 2 repeat for larger width arrays.
Total DL = (Varies on location and ballast quantity)
SLm = 0 lbs./module
WLin (no snow) = 594 lbs./module
WLin (with snow) = 158 lbs./module
Max Total Load Per Base (lbs.)
load combinations (ASD)
Location Base
DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin)
South 1 49 138 67
Interior 2 105 284 141
2nd From North 3 96 274 131
North 4 90 179 108
Table 6.1-A Max Total Load per Base (lbs.)
Max Contact Pressure Table Per Base (psi)
load combinations (ASD)# of
Pads Location Base
DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin)
South 1 3 7 4
Interior 2 6 15 8
2nd From North 3 5 15 7
2
North 4 5 10 6
South 1 1 4 2
Interior 2 3 8 4
2nd From North 3 3 7 4
4
North 4 2 5 3
Table 6.1-B Max Point Load Summary (psi)
03/20/2024
APPROVED FOR CONSTRUCTION
12
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
7.0 Design Loads - Seismic:
Seismic Calculations per ASCE 7-16, Chapter 11 - Seismic Design Criteria
Chapter 13 - Requirements for Nonstructural Components
7.1 Seismic Load Data:
Site Class :D (Ref. Project Information)
Seismic Design Category :D (ASCE, Tables 11.6-1 and 11.6-2)
Short Period Spectral Resp. (5%) (Ss) :1.266 (Ref. Project Information)
1s Spectral Response (5%) (S1) :0.454 (Ref. Project Information)
Bldg. Seismic Imp. Factor (Ie) =1 (ASCE, Table 1.5-2)
Site Coefficient (Fa) =1.2 (ASCE, Table 11.4-1)
Site Coefficient (Fv) =1.8 (ASCE, Table 11.4-2)
Adj. MCE Spec. Resp. (Short) (Sms) =Fa*Ss =1.519 (ASCE, Eqn. 11.4-1)
Adj. MCE Spec. Resp. (1 sec.) (Sm1) =Fv*S1 =0.838 (ASCE, Eqn. 11.4-2)
Short Period Spectral Response (Sds) =2/3(Sms) =1.013 (ASCE, Eqn. 11.4-3)
One Second Spectral Response (Sd1) =2/3(Sm1) =0.559 (ASCE, Eqn. 11.4-4)
Component Seismic Imp. Factor (Ip) =1 (ASCE, Sec. 13.1.3)
Repsonse Modification Factor (Rp) =2.5 (ASCE, Table 13.6-1)
Amplification Factor (ap) =1 (ASCE, Table 13.6-1)
7.2 Seismic Design Equations:
* Frictional resistance due to the components weight may be used to resist lateral forces caused by seismic loads.
03/20/2024
APPROVED FOR CONSTRUCTION
13
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
7.0 Design Loads - Seismic (Cont.):
7.3 Lateral Seismic Force Check:
The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and array
shape all may come into play when determining their need. The table below provides the mechanical attachment requirements for
each sub-array within this project.
Nomenclature:
WP = Sub-Array Weight
FPL = Lateral Seismic Force
FRL = Lateral Seismic Resisting Force
Array Information Lateral Force Verification Results
Sub-
Array
Name
WP
(lbs.)
FPL
(lbs.)
FRL
(lbs.)
0.7 FPL -
FRL (lbs.)
MA's
Required
Total MA
Capacity
(lbs.)
MA's
Provided Acceptable
1.1 11,681 5,679 2,660 1,315 0 0 0 Yes
2.2 34,016 16,537 0 11,576 18 12,350 19 Yes
2.3 33,407 16,241 0 11,368 18 18,850 29 Yes
2.4 26,060 12,669 0 8,868 14 9,750 15 Yes
2.5 32,196 15,652 0 10,956 17 15,600 24 Yes
Totals:137,360 lbs 66,777 lbs.2,660 lbs.44,084 lbs.67 56,550 87
Table 7.1 -Summary of Mechanical Attachment Requirements
* MA's Required = 0.7 FPL-FRL/MA strength
03/20/2024
APPROVED FOR CONSTRUCTION
14
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
7.0 Design Loads - Seismic (Cont.):
7.3.1 Seismic Displacement of Unattached Solar Arrays:
Per ASCE 7-16, Section 13.6.12, the use of non-linear response history (NLRH) analysis is
permitted to determine the seismic displacement of non-structural components located on
the roof.
μ =specific to each array, see table 7.3
Roof Pitch :specific to each array, see table 7.3
lp =1 for all arrays
le =1 for all arrays
PanelClaw, Inc. has engaged the services of a 3rd party consulting engineer to perform
NLRH analysis on its clawFR product. Utilizing that analysis, and the report contained in
the Appendix of this package, we are able to determine the displacement of the arrays
during seismic events, for the system design life of 25 years. The distance, called Δ MPV,
noted below represents the displacement due to the maximum seismic event with a 700 year
MRI. The Δ MPV also incorporates the cumulative displacements, over the arrays design
life, of smaller seismic events. As a company policy, PanelClaw, Inc., limits the use of this
data to Δ MPV displacement of 48" or less.
ΔMPV distances are derived from App. B, "Executive Summary: clawFR Seismic
Displacement Demands of Unattached Arrays."
Using the ΔMPV value above, ASCE 7-16 has adopted the following equations to set the
minimum separation between unattached solar arrays and rooftop obstructions. Table 10.1
below lists the required separation per ASCE 7-16.
REQUIRED ARRAY CLEARANCES PER ASCE 7-16
Condition #Condition Description Minimum Separation Equation
1 Between separate solar arrays of similar construction (0.5)(Mpv)
2 Between a solar array and a fixed object on the roof or solar array of different construction (Mpv)
3 Between a solar array and a roof edge with a qualifying parapet (Mpv)
4 Between a solar array and a roof edge without a qualifying parapet (2.0)(Mpv) >= 4 ft
NOTE: YOU SHOULD PROVIDE SUFFICIENT SLACK IN ARRAY ELECTRICAL WIRING TO ACCOMMODATE ALL POTENTIAL ARRAY MOVEMENT.
03/20/2024
APPROVED FOR CONSTRUCTION
15
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
7.0 Design Loads - Seismic (Cont.):
7.3.1 Seismic Displacement of Unattached Solar Arrays (Cont.):
Sub-Array Information Required Clearances per
Condition (in)
Min. Provided Clearance per
Condition (in)
Is Provided Clearance
Acceptable (Y/N)
Sub-Array
Name(s)
μ
=
Slope
(deg)
ΔMPV
(in)
1 2 3 4 1 2 3 4 1 2 3 4
1.1 0.71 1 6 3 6 6 48 N/A 9 80 80 N/A Y Y Y
Table 7.3 - Sub-Array predicted movement, required clearances, provided clearances, and acceptance
03/20/2024
APPROVED FOR CONSTRUCTION
16
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
7.0 Design Loads - Seismic (Cont.):
7.4 Vertical Seismic Force Check:
Mechanical attachments may be required for several reasons including building code, roof load limits and array shape. The table
below provides the mechanical attachment requirements for each sub-array within this project.
Nomenclature:
WP = Sub-Array Weight
FPV = Vertical Seismic Force
FRV = Vertical Seismic Resisting Force
Array Information Vertical Force Verification Results
Sub-
Array
Name
WP
(lbs.)
FPV
(lbs.)
FRV
(lbs.)
0.7 FPV -
FRV (lbs.)
MA's
Required
Total MA
Capacity
(lbs.)
Total
MA's
Provided
Acceptable
1.1 11,681 2,366 7,009 -5,352 0 0 0 Yes
2.2 34,016 6,890 20,410 -15,586 0 8,192 19 Yes
2.3 33,407 6,767 20,044 -15,307 0 11,773 29 Yes
2.4 26,060 5,279 15,636 -11,941 0 4,284 15 Yes
2.5 32,196 6,522 19,317 -14,752 0 9,948 24 Yes
Total:
137,360
lbs.
27,824 lbs.82,416 lbs.-62,939 lbs.0 34,197 87
Table7.2 - Summary of Mechanical Attachment Requirements
* MA's Required = 0.7 FPV - FRV/MA strength
03/20/2024
APPROVED FOR CONSTRUCTION
17
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix A
Appendix A18
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix A19
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Table of Contents
Section:Page #
03/20/2024
APPROVED FOR CONSTRUCTION
2
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1.0 Project Information 4
1.1 General 4
1.2 Building Information 4
1.3 Structural Design Information 5
2.0 Snow Load 6
2.1 Snow Load Data 6
2.2 Snow Load Per Module 6
3.0 Wind Load 7
3.1 Wind Load Data 7
3.2 Roof / Array Zone Map 7
3.3 Wind Design Equations 7
4.0 Design Loads - Dead 8
4.1 Dead Load of the Arrays 8
5.0 Design Loads - Wind 9
5.1.1 Global Wind Uplift Summary Table:9
5.1.2 Global Wind Shear Summary Table:10
6.0 Design Loads - Downward 11
6.1 Downward Wind Load Calculation 11
6.2 Racking Dimensions for Point Loads 11
6.3 Point Load Summary 12
7.0 Design Loads - Seismic 13
7.1 Seismic Load Data 13
7.2 Seismic Design Equations 13
7.3 Lateral Seismic Force Check:14
7.3.1 Seismic Displacement of Unattached Solar Arrays:15
7.4 Vertical Seismic Force Check:17
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix A20
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix A21
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix A22
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix A23
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix A24
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix B
Appendix B25
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix B26
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix B27
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix B28
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix B29
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix:
A. Wind Tunnel Tests and Load Analysis for PANELCLAW ROOF MOUNT 10° TILT SOUTH-FACING, CPP Project 11828, Dated 15
March 2019.
B. Building Code and Technical data
03/20/2024
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(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix B30
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Appendix B31
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
1.0 Project Information:
1.1 General:
Project Name:Medtronic
Project Location:1851 E Deere Ave, Santa Ana, CA 92705,
USA
Racking System:clawFR 10 Degree
Module:ADANI ASB-M10-144-535
Module Weight:61.73 lbs.
Module Tilt:8.99 deg.
Module Width:44.61 in.
Module Length:89.21 in.
Module Area:27.64 sq.ft.
Ballast Block Weight:32.60 lbs.
1.2 Building Information:
Roof Name Height (ft.)Parapet Height (ft.)
Roof 1 20 5.0
Roof 2 30 4.0
Sub-Array Name Pitch (deg.)Membrane Material Coeff. of Friction (μ)
1.1 1 PVC 0.71
2.2 1 PVC 0.71
2.3 1 PVC 0.71
2.4 1 PVC 0.71
2.5 1 PVC 0.71
03/20/2024
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PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
1.0 Project Information (Cont.):
1.3 Structural Design Information:
ASCE Code:ASCE 7-16
Building Code:2022 CBC
Risk Cat.:II
Basic Wind Speed (V):95 mph
Exposure Category:C
Ground Snow Load (Pg):0 psf
Is:1
Site Class:D
Short Period Spectral Resp. (5%) (Ss):1.266
1s Spectral Response (5%) (S1):0.454
Ie:1
Ip:1
03/20/2024
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PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
2.0 Snow Load:
Snow Calculations per ASCE 7-16, Chapter 7
2.1 Snow Load Data:
Ground Snow Load (Pg)=0.00 psf (ASCE, Figure 7.2-1)
Exposure Factor (Ce)=1 (ASCE, Table 7.3-1)
Thermal Factor (Ct)=1.2 (ASCE, Table 7.3-2)
Importance Factor (Is)=1 (ASCE, Table 1.5-2)
Flat Roof Snow Load (Pf) =0.7*Pg*Ce*Ct*Is=0.00 psf (ASCE 7.3-1)
Min Snow Load for Low Slope Roof =Pg*Is =0.00 psf (ASCE 7.3.4)
Snow Load on Array (SLA) =0.00 psf
SLA
Fig. 2.1 - Uniform Roof Snow Load on Array
2.2 Snow Load Per Module:
Snow Load per Module (SLM) =Module Projected Area SLA
Where;
Module Projected Area (Amp) = Module Area * Cos(Module Tilt)
Where;
Module Area =27.64 sq.ft.
Module Tilt =8.99 deg.
Amp =27.30 sq.ft.
SLM = Amp SLA = 0.00 lbs.
03/20/2024
APPROVED FOR CONSTRUCTION
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PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
3.0 Wind Load:
Wind Analysis per ASCE 7-16- Wind Tunnel Procedure, Chapter 31
3.1 Wind Load Data:
Basic Wind Speed (Vult) =95 mph (ASCE, Figure 26.5-1A)
Exposure Category:C (ASCE, Sec. 26.7.3)
Topographic Factor (Kzt) =1 (ASCE, Fig. 26.8-1)
Directionality Factor (Kd) =0.85 (ASCE, Table 26.6-1)
Exposure Coefficient (Kz) =0.90 (ASCE, Table 26.10-1)
Ground Elevation Factor (Ke) =1.00 (ASCE, Table 26.9-1)
Velocity Pressure (qz) =0.00256*Kz*Kzt*Kd*Ke*V^2 =17.68 psf (ASCE, Eqn. 26.10-1)
3.2 Roof / Array Zone Map:
Figure 3-1. South corner zones – 90-180° wind directions Figure 3-2. North corner zones – 0- 90° wind direction
Roof Zone Map Dimensions per CPP Wind Tunnel Study
Height (ft.)LB* (ft.)Velocity Pressure (qz) (psf)
20 20.00 17.68
30 30.00 19.25
*LB = Characteristic length per wind tunnel study
3.3 Wind Design Equations:
FL = qz Aref GCL FL = sum of lift on panel and deflector.
FD = qz Aref GCD FD = sum of drag on panel and deflector.
FL - D Companion = qz Aref GCL - D Companion
FL - D Companion = The accompanying uplift corresponding to
maximum drag.
Where
qz = Velocity Pressure (Ref. Section 3.1, Wind Load)
Aref = Module Area (Ref. Section 1.1, General)
GCL GCD , GCL-D Companion= Vary and related to wind zone map (Proprietary Wind Tunnel Coefficients)
03/20/2024
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1851 E Deere Ave - 101118504 &
20182282
4/11/2024
4.0 Design Loads - Dead:
There are two categories of dead load used to perform the structural analysis of the PanelClaw racking system; Dead Load of the Array (DLA) and
Dead Load of the Components (DLC).
DLA is defined as the weight of the entire array including all of the system components and total ballast used on the array.
DLC is defined as the weight of the modules and the racking components within an array. The DLC does not include the ballast used to resist loads
on this array.
4.1 Dead Load of the Arrays:
Array Information Results
Sub-
Array
Name
Number
of
Modules
DLC
(lbs.)
DLA
(lbs.)
DLC
(lbs.)/module
Sub-
Array
Area
(ft.^2)
Sub-Array
Roof
Pressure
(DLC) (psf)
Sub-Array
Roof
Pressure
(DLA) (psf)
Max
Allowable
Pressure on
Roof (psf)
Acceptable?
1.1 104 8,095 11,681 78 3,576 2.26 3.27 100.00 Yes
2.2 255 19,868 34,016 78 8,788 2.26 3.87 100.00 Yes
2.3 276 21,606 33,407 78 9,502 2.27 3.52 100.00 Yes
2.4 184 14,454 26,060 79 6,334 2.28 4.11 100.00 Yes
2.5 270 21,014 32,196 78 9,303 2.26 3.46 100.00 Yes
Total: 1089 85,037 lbs.137,360 lbs.
*Racking component weight range between 13 to 15 pounds per module
Table 4.1 - Array Dead Loads and Roof Pressures
03/20/2024
APPROVED FOR CONSTRUCTION
8
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
5.0 Design Loads - Wind:
5.1.1 Global Wind Uplift Summary Table:
The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and
array shape all may come into play when determining their need. The table below provides the mechanical attachment
requirements for each sub-array within this project.
Applied Load Resisting Load Code Check
Sub-
Array
Name
FL = Total
Wind
Uplift (lbs.)
DL =
Total Dead
Load (lbs.)
Maximum Allowable
Mechanical Attachment
Strength (lbs.)
Total MA
Capacity
(lbs.)
Calculated
Factor of
Safety*
Check
1.1 10,794 11,681 N/A 0 1.80 OK
2.2 38,092 34,016 525 8,192 1.85 OK
2.3 43,881 33,407 525 11,773 1.72 OK
2.4 28,647 26,060 525 4,284 1.77 OK
2.5 41,219 32,196 525 9,948 1.70 OK
Total:162,633 lbs.137,360 lbs. 34,197 lbs.
Table 5.1 Summary of Mechanical Attachment Requirements
* Back calculated factor of safety provided to determine factor of safety applied to dead load in lieu of 0.6 in ASCE 7-16 equation 7, BACK
CALCULATED FACTOR OF SAFETY = (DEAD LOAD+MECHANICAL ATTACHMENT)/(.6)WIND LOAD
03/20/2024
APPROVED FOR CONSTRUCTION
9
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Prepared by:
NS Structural Engineering, Inc.
for
MEDTRONICS PV ROOFTOP
PROJECT FEASIBILITY STUDY &
ANCHORAGE DESIGN
MARCH 26, 2024
STRUCTURAL DRAWINGS
& CALCULATIONS
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Scope of Work:
NSSE Scope of work includes the following items:
1. Verification of (E) Roof Framing due to Panelclaw PV System
2. Anchorage of (N) Panelclaw system to (E) Built Up Roof Deck
References:
ASCE 7-16/CBC 2022
PanelClaw Calculation Package
PanelClaw Construction Set Drawings
Medtronics PV Project - Feasibility Study DATE:
Summary:
The purpose of this roof qualification report is to show that by addition of 137,360 lbs of solar modules (1,089 total) and
racking system to the roof as shown on sheet PV-2 of the panelclaw drawings, will not require strengthening existing
framing members due to vertical loads as well as triggering a seismic upgrade based on CBC. We have included in this
qualification report the calculations for the above conclusions and recommendations.
We recommend that the final PV layout and all details for the support of the proposed PV solar panels be reviewed by
NS Structural Engineering, Inc. prior to construction. In general, NS Structural Engineering, Inc. lateral analysis is based
on the final PV layout to be installed uniformly throughout the roof area to avoid any mass irregularities to the
performance of the building due to lateral loads.
A roofing report for the PV installation for the building was not provided. NSSE takes no responsibility for the (E) roofing
conditions.
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
PAGE NO. 1
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Design Criteria
Roof Dead Loads
(E) Built Up Roof - 4 ply
1/2" Plywood
2x4 @ 24" O.C.
4x12
Misc.
GLB 5.125x27
Solar Dead Loads
Solar Panels (Max Array Load)
Ballast Weight (As Occurs per Plan View)
On Module Base Spacing "S"
Between Module Base Spacing "L"
Live Loads
Tributary Area =LL = 2x4 DF#2
Tributary Area =LL = 4x12
Tributary Area =LL = GLB 5.125x27
Wind Load
Downward Wind Load 4x12 & (E) GLB
1.1 psf
Medtronics PV Project - Feasibility Study - Roof 2 DATE:
3.0 psf
1.5 psf
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
PAGE NO. 10
32.60 lbs
4.09 ft
3.44 ft
Before Solar
16.0 ft²20.0 psf
0.6 psf
2.0 psf
5.1 psf
1.5 psf
4.11 psf
8.1 psf
9.6 psf
160.0 ft²20.0 psf
* No Live load is applied underneath modules due to being less than 24" from the roof surface. Live load is only applied
at walkway locations and is averaged over solar array area.
9.6 psf
970.0 ft²12.0 psf
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Check Existing Roof Framing
Check 2x4 RR @ 24" O.C.
Beam Properties
Max Simple Span L1 =(Simple Span Distance)
Tributary Spacing tw =(Member Spacing)
Section Modulus S =bd2/6
Allowable Bending Stress Fb = DF #2
Modulus of Elasticity E =
Duration Factors CD = Dead Load
CD = Live Load
CD = Wind Load
Size Factor Cf =
Repetitive Factor Cr =
Allowable Moment
M'Dead =Sx * (Fb * CD * CF * Cr)=
M'Live =Sx * (Fb * CD * CF * Cr)=
M'Wind =Sx * (Fb * CD * CF * Cr)=
NS
PAGE NO. 11
Medtronics PV Project - Feasibility Study - Roof 2 DATE:
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY:
1.25
1.6
1.5
1.15
357 lb-ft
495 lb-ft
7.71 ft
2.0 ft
3.1 in³
900.0 psi
1,400.0 ksi
0.9
634 lb-ft
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Check 2x4 RR @ 24" O.C.
Solar + Ballast
Dead Load DLE =wDL_E =PDL = @
Live Load LL =wLL =
Wind Load WL =PWL = @
Module Weight + Racking = lbs
Note 1: A minimum of 1/4 of the Module + Racking Weight will be at the oppose end of the Base
Note 2: Module wind loads shall be split equally by both ends of the base
Reaction 1 = lbs
Reaction 2 = lbs
Dead Load DLE =wDL_E =PDL = @
Live Load LL =wLL =
Wind Load WL =PWL = @
Moment MDL_1 = lb-ft wDL * L2 / 8
MDL_2 = lb-ft PDL * 2.14'
MLL = lb-ft
MWL = lb-ft PWL * 2.14'
1. LC. 1.0DL
Required Moment MDL = lb-ft
Allowable Moment MAll = lb-ft
Interaction Check DCR =
2. LC. DL+0.6WL
Required Moment MDL+0.6WL = lb-ft
Allowable Moment MAll = lb-ft
Interaction Check DCR =< 1.05 Okay1.00
74.3
211.4
0.0
349.0
285.7
356.6
0.80
634.7
633.9
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
PAGE NO. 12
78
85.5
19.5
5.0 psf 10.00 plf 98.8 lbs 2.14 ft
0.0 psf 0.0 plf
9.6 psf 163 lbs 2.14 ft
2.14 ft
0.0 psf 0.0 plf
9.6 psf 179 lbs 2.14 ft
Roofing
5.0 psf 10.00 plf 105.0 lbs
Medtronics PV Project - Feasibility Study - Roof 2 DATE:
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Load Comparison - Purlin 4x12
DLE
LL
Allowable Distributed Loads
/ 1.25 * 0.9 = (Dead Load)
1. DLE + LL / 1.25 * 1.25 =(Live Load)
/ 1.25 * 1.6 = (Wind Load)
Dead Load DLNew = DL
Wind Load 0.6WL = 0.6WL
Live Load LL =
New Load Combinations
1. DLE + DLN
2. DLE + DLN + LL
3. DLE + DLN + WL < 1.05 Okay
4. DLE + DLN + 0.75(LL+WL)
Load Comparison - GLB
DLE
LL
Allowable Distributed Loads
/ 1.25 * 0.9 = (Dead Load)
1. DLE + LL / 1.25 * 1.25 =(Live Load)
/ 1.25 * 1.6 = (Wind Load)
Dead Load DLNew = DL
Wind Load 0.6WL = 0.6WL
Live Load LL =
New Load Combinations
1. DLE + DLN
2. DLE + DLN + LL
3. DLE + DLN + WL < 1.05 Okay
4. DLE + DLN + 0.75(LL+WL)
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
PAGE NO. 13
28.1 psf
Medtronics PV Project - Feasibility Study - Roof 2 DATE:
8.1 psf
Purlin DCR
4.11 psf
9.60 psf
5.00 psf * Conservative. No Live load is applied underneath modules due
to being less than 24" from the roof surface.
12.0 psf
15.6 psf
21.6 psf 21.6 psf
27.7 psf
4.11 psf
28.1 psf
20.3 psf
36.0 psf
9.6 psf
23.20 psf 0.64
12.25 psf 0.60
17.25 psf 0.61
21.85 psf 0.61
20.0 psf
18.74 psf 0.87
23.34 psf 0.84
24.69 psf 0.89
9.60 psf
5.00 psf * Conservative. No Live load is applied underneath modules due
to being less than 24" from the roof surface.
Purlin DCR
13.74 psf 0.88
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Address: 1851 E Deere Ave, Santa Ana, CA 92705
Roof Mass: Per As-Builts
Description
Flat Roof
Wall Mass 7.5" Concrete Wall
Building Height (+4'-0" Parapet)
Description
Exterior Walls
Interior Walls
Total Seismically Involved Mass
Wtotal =WRoof +WWalls =
Pallow =0.1 * Wtotal =
Total Provided Weight on Rooftop,
WDemand = =
DCR =Wdemand / Pallow =
9.6 psf
Area Weight
60,700 ft² 584,797 lbs
93.8 psf
CHECKED BY: NS
PAGE NO. 14
Medtronics PV Project - Feasibility Study - Roof 2 DATE:
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
0.80
0.0 ft 0.00 ft 0 lbs
1,561,672 lbs
156,167 lbs
125,679 lbs
30.0 ft
Perimeter/Length Tributary Height Weight
1042.0 ft 10.00 ft 976,875 lbs
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Screw Anchorage Calculation
No. of Screws N =
Case 1: 0.6DL+0.6WL
V = lbs
Vscrew = lbs / Screw
Uplift = lbs
T1_screw = lbs / Screw Due to Uplift
M = lb-in
s = in Effective Group Couple Distance based on (8) Screws
T2_screw = lbs / Screw Due to Overturning
Tscrew = lbs
Case 2: DL+0.7EQ
V = lbs
Vscrew = lbs / Screw
Uplift = lbs
T1_screw = lbs / Screw Due to Uplift
M = lb-in
s = in Effective Group Couple Distance based on (8) Screws
T2_screw = lbs / Screw Due to Overturning
Tscrew = lbs
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
PAGE NO. 15
0
59
Medtronics PV Project - Feasibility Study - Anchorage DATE:
8
0
0
176
176
610
76.3
0
0
1983
11
469
58.6
0
11
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Check #15 Screw
Case 1: LC. 0.6DL - 0.6WL
Screw Reactions:
Horizontal Fx =lbs
Vertical Py =lbs
Resultant R =lbs
Angle α= atan(Py/Fx) =°=
Allowable Shear z' = lbs
Allowable Withdrawl W'p = lbs
Shear + Withdrawl z'α = lbs W'p x z' /((W'p x cos(α))^2)+(z' x sin(α))^2))
Capacity R /(n * z'α) =OK
Case 2: DL +0.7EQ
Screw Reactions:
Horizontal Fx =lbs
Vertical Py =lbs
Resultant R =lbs
Angle α= atan(Py/Fx) =°=
Allowable Shear z' = lbs
Allowable Withdrawl W'p = lbs
Shear + Withdrawl z'α = lbs W'p x z' /((W'p x cos(α))^2)+(z' x sin(α))^2))
Capacity R /(n * z'α) =OK
1.6
0
PAGE NO. 16
DATE:
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
151
234
234
59
59
90.0
0.25
76
176
192
66.6 1.2
151
234
215
0.89
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Conditions for Panels Being Classified as Exposed are as follows
Distance from Roof Perimeter to Edge of Array d1 < ft
And
Max Inter Array Spacing d1 > ft 4h2
Or
Max Inter Panel Spacing d2 < ft 4h2
Yes or No
Exposed Panels Zone 1
Zone 2
Zone 3
Building And Solar Panel Variables
Roof Slope < 7° Panel Area TA 27.6 ft²
CHECKED BY: NS
PAGE NO. 2
Medtronics PV Project - Feasibility Study - Roof 1 DATE:
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
Parapet Height hpt 5.0 ft Risk Category II
Building Height h 20.0 ft Panel Tilt 10°
C
Width of Building (Shortest) WS 233.00 ft Importance Factor 1
Width of Building (Longest) WL 276.00 ft Wind Speed V 95 mph
10
3.65
3.65
Yes
Yes
Yes
Panel Chord Length Lp 3.72 ft Exposure Category
Panel Clearance h2 0.91 ft Panel Weight Wt 61.73 lbs
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Design Wind Pressure (Purlin)
Wind Pressure P =
where,qh = =
Design Wind Speed V =
Velocity Pressure Coefficient Kz =
Topographic Factor Kzt =
Wind Directionality Factor Kd =
Ground Elevation Factor Ke =
Net Pressure Coefficient GCrn =
Normalized Wind Area An = =
Lb = =
* Note: Wind Load is based off tributary area of Purlin
* Based on Fig. 29.4-7
(γp)= =
(γc)= =
(γE)=
Zone 3
Zone 2
Zone 1
* Min. Wind Pressure = 16 psf (LRFD), 9.6 psf (ASD)
Zone 3
Zone 2
Zone 1
* Min. Wind Pressure = 16 psf (LRFD), 9.6 psf (ASD)
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
PAGE NO. 3
95 mph Fig. 26.5-1A
0.90 26.10.1
1 26.8.2
Medtronics PV Project - Feasibility Study - Roof 1 DATE:
qh*GCrn Section
0.00256KzKztKdKeV2 17.7 psf 26.10.2
701.3 ft²Fig. 29.4-7
min(0.4(hWL)0.5,h,Ws) 20.0 ft
Table 1: (GCrn)nom
0.85 26.6
1 26.9
(γp)(γc)(γE)(GCrn)nom 29.4.3
Roof Zone:0° w 5°5° w 15°(GCrn)nom for w
1 0.287 0.471 0.38
[1000/max(Lb,15)2]*TA
min(1.2,0.9+hpt/h) 1.150
max(0.6+0.06Lp,0.8) 0.82
1.5 (Uplift)
2 0.366 0.527 0.45
3 0.402 0.653 0.53
13.24 psf 8.82 psf 7.94 psf 5.29 psf
11.20 psf 7.47 psf 6.72 psf 4.48 psf
1.0 (Downforce)
Wind Pressure (Exposed)
LRFD ASD
Uplift Downforce Uplift Downforce
9.52 psf 6.34 psf 5.71 psf 3.81 psf
Wind Pressure (Non-Exposed)
LRFD ASD
Uplift Downforce
7.47 psf 7.47 psf 4.48 psf 4.48 psf
6.34 psf 6.34 psf 3.81 psf 3.81 psf
Uplift Downforce
8.82 psf 8.82 psf 5.29 psf 5.29 psf
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Design Criteria
Roof Dead Loads
PVC Membrane
4" Insullation
1-1/2" x 18 GA Metal Deck
Misc.
W14x22
W24x76
Solar Dead Loads
Solar Panels (Max Array Load)
Ballast Weight (As Occurs per Plan View)
On Module Base Spacing "S"
Between Module Base Spacing "L"
Live Loads
Tributary Area = LL = Metal Deck
Tributary Area = LL = W14x22
Tributary Area = LL = W24x76
Wind Load
Downward Wind Load (Purlins & Girder)
Medtronics PV Project - Feasibility Study - Roof 1 DATE:
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
PAGE NO. 4
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
2.0 psf
3.30 psf
Before Solar
4.05 ft
3.44 ft
6.0 psf
2.9 psf
2.5 psf
13.9 psf
16.4 psf
11.4 psf
0.5 psf
2.5 psf
32.60 lbs
* No Live load is applied underneath modules due to being less than 24" from the roof surface. Live load is only applied
at walkway locations and is averaged over solar array area.
9.6 psf
-20.0 psf
280.5 ft²18.4 psf
1323.4 ft²12.0 psf
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Check 1 1/2" x 18 GA. Metal Deck
Max Span L = ft
Deck Sect. Mod. Sx =in3 / ft
Tributary Width tw = ft
(E) Roof Dead Load wDL = psf * ft = plf
Roof Live Load wLL = psf * ft = plf
(N) PV Dead Load PDL = lbs @ ft
(N) PV Wind Load PWL = lbs @ ft
Moment in Deck MDL = lb-ft wDL * L2 / 8
MDL = lb-ft PDL * 2.28'
MLL = lb-ft wLL * L2 / 8
MWL = lb-ft PWL * 2.28'
Total Moment M = lb-ft = lb-in
Section Modulus S =in3
Bending Stress fb = psi
All. Bending Stress fb = psi Fy = 50 ksi
DCR =
Medtronics PV Project - Feasibility Study - Roof 1 DATE:
NS4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY:
9170.1
5PAGE NO.
12.0
0.0
JLNS STRUCTURAL ENGINEERING, INC MADE BY:
8.83
0.314
1.50
8 1.50
0.0 1.50
0.471
19,469
29,940
0.650
\ Therefore, 18 GA MTL Deck is Good at All Locations
180.0 2.28
410
104.0 2.28
117
237
0
764
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Load Comparison - Steel Beam
DLE
LL * Conservative
1. DLE + LL
Dead Load DLNew =DL
Wind Load 0.6WL =0.6WL
Live Load LL =
New Load Combinations
1. DLE + DLN
2. DLE + DLN + LL
3. DLE + DLN + WL < 1.05 Okay
4. DLE + DLN + 0.75(LL+WL)
Load Comparison - Girder
DLE
LL * Conservative
1. DLE + LL
New Design Loads
Max Base Reaction DL =
Max Base Reaction 0.6WL =
Live Load LL =
New Load Combinations
1. DLE + DLN
2. DLE + DLN + LL
3. DLE + DLN + WL < 1.05 Okay
4. DLE + DLN + 0.75(LL+WL)
*No Live load is applies undearth modules due to being less than
24" from the roof surface.
28.4 psf
DCR
16.4 psf
12.0 psf
3.30 psf
9.60 psf
0.00 psf
29.34 psf 1.03
26.94 psf
0.53
0.83
3.30 psf
9.60 psf
* No Live load is applied underneath modules due to being
less than 24" from the roof surface.
0.53
Purlin
17.22 psf
0.00 psf
13.9 psf
18.4 psf
32.3 psf
JL
NS
6
NS STRUCTURAL ENGINEERING, INC MADE BY:
DATE:Medtronics PV Project - Feasibility Study - Roof 1
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY:
PAGE NO.
0.76
26.82 psf
24.42 psf
17.22 psf
0.95
Glulam DCR
19.74 psf 0.69
19.74 psf 0.69
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Address: 1851 E Deere Ave, Santa Ana, CA 92705
Roof Mass: Per As-Builts
Description
Flat Roof
Wall Mass
Building Height (+ 5' Parapet)
Description
Exterior Walls
Interior Walls
Total Seismically Involved Mass
Wtotal =WRoof +WWalls =
Pallow =0.1 * Wtotal =
Total Provided Weight on Rooftop,
WDemand = =
DCR =Wdemand / Pallow =
DATE:
JL
NS
7
MADE BY:
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY:
PAGE NO.
73,650 lbs
0.0 ft 0.00 ft 0 lbs
9,500 ft² 156,148 lbs
15.0 psf
20.0 ft
Perimeter/Length Tributary Height Weight
229,798 lbs
22,980 lbs
11,811 lbs
0.51
491.0 ft 10.00 ft
16.4 psf
Area Weight
NS STRUCTURAL ENGINEERING, INC
Medtronics PV Project - Feasibility Study - Roof 1
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Conditions for Panels Being Classified as Exposed are as follows
Distance from Roof Perimeter to Edge of Array d1 < ft
And
Max Inter Array Spacing d1 > ft 4h2
Or
Max Inter Panel Spacing d2 < ft 4h2
Yes or No
Exposed Panels Zone 1
Zone 2
Zone 3
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
PAGE NO. 8
Building Height h 30.0 ft Panel Tilt 10°
Medtronics PV Project - Feasibility Study - Roof 2 DATE:
Building And Solar Panel Variables
Roof Slope < 7° Panel Area TA 27.6 ft²
Width of Building (Longest) WL 322.00 ft Wind Speed V 95 mph
Parapet Height hpt 4.0 ft Risk Category II
Wt 61.73 lbs
Panel Chord Length Lp 3.72 ft Exposure Category C
Width of Building (Shortest) WS 199.00 ft Importance Factor 1
15
3.65
3.65
Yes
Yes
Yes
Panel Clearance h2 0.91 ft Panel Weight
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
Design Wind Pressure (4x)
Wind Pressure P =
where,qh = =
Design Wind Speed V =
Velocity Pressure Coefficient Kz =
Topographic Factor Kzt =
Wind Directionality Factor Kd =
Ground Elevation Factor Ke =
Net Pressure Coefficient GCrn =
Normalized Wind Area An = =
Lb = =
* Note: Wind Load is based off tributary area of Purlin
* Based on Fig. 29.4-7
(γp)= =
(γc)= =
(γE)=
Zone 3
Zone 2
Zone 1
* Min. Wind Pressure = 16 psf (LRFD), 9.6 psf (ASD)
Zone 3
Zone 2
Zone 1
* Min. Wind Pressure = 16 psf (LRFD), 9.6 psf (ASD)
NS STRUCTURAL ENGINEERING, INC MADE BY: JL
4642 Rockland Place La Canada
Flintridge, CA 91011
CHECKED BY: NS
PAGE NO. 9
95 mph Fig. 26.5-1A
0.90 26.10.1
1 26.8.2
Medtronics PV Project - Feasibility Study - Roof 2 DATE:
qh*GCrn Section
0.00256KzKztKdKeV2 17.7 psf 26.10.2
177.8 ft²Fig. 29.4-7
min(0.4(hWL)0.5,h,Ws) 30.0 ft
Table 1: (GCrn)nom
0.85 26.6
1 26.9
(γp)(γc)(γE)(GCrn)nom 29.4.3
Roof Zone:0° w 5°5° w 15°(GCrn)nom for w
1 0.541 0.791 0.67
[1000/max(Lb,15)2]*TA
min(1.2,0.9+hpt/h) 1.033
max(0.6+0.06Lp,0.8) 0.82
1.5 (Uplift)
2 0.708 1.024 0.87
3 0.800 1.249 1.02
23.10 psf 15.40 psf 13.86 psf 9.24 psf
19.53 psf 13.02 psf 11.72 psf 7.81 psf
1.0 (Downforce)
Wind Pressure (Exposed)
LRFD ASD
Uplift Downforce Uplift Downforce
15.02 psf 10.02 psf 9.01 psf 6.01 psf
Wind Pressure (Non-Exposed)
LRFD ASD
Uplift Downforce
13.02 psf 13.02 psf 7.81 psf 7.81 psf
10.02 psf 10.02 psf 6.01 psf 6.01 psf
Uplift Downforce
15.40 psf 15.40 psf 9.24 psf 9.24 psf
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SCOPE OF WORK:
NSSE SCOPE OF WORK INCLUDES THE FOLLOWING ITEMS:
1.VERIFICATION OF (E) ROOF FRAMING DUE TO PANELCLAW PV SYSTEM
2.ANCHORAGE OF (N) PANELCLAW PV SYSTEM TO (E) BUILT UP ROOF DECK
SCALE: N.T.S.
PANELCLAW ROOFTOP ATTACHMENT @ BUILT UP ROOF
SCALE: N.T.S.
PROJECT NAME: MEDTRONICS PV PROJECT
DATE: 03/26/2024 SK-1
FIBERTIGHT MEMBRANE
(BY OTHERS)(E) BUILT UP ROOF
(E) 2X @ 24" O.C.
41
8"
51
2" TYP.
PANELCLAW RACK
U-ANCHOR 2400
(DESIGNED BY OTHERS)
(8) #15 PHILLEP HEAD DEKFAST
DF-#15-PH3 SCREWS
PANELCLAW RACK
U-ANCHOR 2400
(DESIGNED BY OTHERS)
(E) 12" PLYWOOD
(SEE NOTE 5)
SEE NOTE 1
(8) #15 PHILLEP HEAD DEKFAST
DF-#15-PH3 SCREWS
NOTES:
1. SCREWS SHALL EXTEND A MINIMUM OF 3 4" OR THREE THREADS PAST BOTTOM OF PLYWOOD, WHICHEVER IS
GREATER.
2. ALL EXPOSED WOOD OR STEEL SHALL BE WEATHER PROTECTED.
3. SCREWS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
4. CONTRACTOR SHALL VERIFY U-ANCHOR COMPATIBILITY WITH (E) ROOFTOP MEMBRANE PRIOR TO INSTALLATION.
5. CONTRACTOR SHALL VERIFY THAT (E) ROOF PLYWOOD/SUBSTRATE IS FREE OF DAMAGE AND REMAINS IN NEAR
INSTALLATION CONDITION.
1851 E Deere Ave - 101118504 &
20182282
4/11/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-0
DATE: 07/03/2024
REVDATE DESCRIPTION
REVISIONS
BLEED D
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SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
REVISION 09/05/2024 K
REVISION 09/27/2024 L
COVER PAGE
1
2
BUILDING PHOTO
VICINITY MAP SCALE: NTS
PV-0
PV-0
SCALE: NTS
PROJECT SITE
SCOPE OF WORK:
TO INSTALL A ROOF MOUNTED SOLAR PHOTOVOLTAIC SYSTEM
LOCATED AT 1851 E DEERE AVE, SANTA ANA, CA 92705, USA.
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH
THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT.
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES.
SYSTEM RATING
582.62 kWDC
562.50 kWAC
SHEET INDEX
PV-0 COVER PAGE
PV-1 SITE PLAN
PV-2 ROOF PLAN & MODULES
PV-2A STRING LAYOUT & BOM
PV-3 & PV-3A ATTACHMENT DETAILS
PV-3B TAP DETAIL
PV-4 & PV-4A ELECTRICAL LINE DIAGRAM
PV-4B ELECTRICAL CALCULATIONS
PV-4C SPECIFICATIONS & NOTES
PV-5 SIGNAGE
PV-6+EQUIPMENT SPECIFICATIONS
PV-10 CERTIFICATE
PV-11 FAULT CURRENT CALCULATIONS
PC-1 TO PC-13 REPORT
GOVERNING CODES
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ENERGY EFFICIENCY CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
2022 CALIFORNIA ADMINISTRATIVE CODE
EQUIPMENT SUMMARY
1089 ADANI SOLAR ASB-M10-535 (535W) MODULES
9 SUNNY TRIPOWER CORE1 62-US [480V] INVERTERS
AHJ NAME : SANTA ANA CITY
PROJECT SITE
GENERAL NOTES:
· THESE CONSTRUCTION DOCUMENTS HAVE BEEN BASED ON FIELD INSPECTIONS AND
OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE
MODIFICATIONS IN CONSTRUCTION DETAILS.
· ARCHITECT HAS NOT BEEN RETAINED TO SUPERVISE ANY CONSTRUCTION OR
INSTALLATION OF ANY EQUIPMENT AT SITE.
·CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, OBTAINS ALL
PERMITS, LICENSES AND PAY ALL REQUIRED FEES AND COMPLETE INSTALLATION.
· CONTRACTOR HAS THE FULL RESPONSIBILITY TO CHECK AND VERIFY ALL DIMENSIONS
AND EXISTING CONDITIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER
BEFORE PROCEEDING WITH THE WORK. ANY WORK STARTED BEFORE CONSULTATION
AND ACCEPTANCE BY THE ENGINEER SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE SUBJECT TO CORRECTION BY THEM WITHOUT ADDITIONAL
COMPENSATION.
· DAMAGE CAUSED TO THE EXISTING STRUCTURE, PIPES, DUCTS, WINDOWS, WALL,
FLOORS, ETC. SHALL BE REPAIRED TO THE ORIGINAL CONDITION OR REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST.
· THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER INSTALLATION AND
COMPLETION OF THE WORK WITH APPROVED MATERIALS.
· NO CHANGES ARE TO BE MADE WITHOUT THE CONSULTATION AND APPROVAL OF THE
ARCHITECT.
· CONTRACTOR SHALL OBTAIN BUILDING PERMIT. NO WORK TO START UNLESS BUILDING
PERMIT IS PROPERLY DISPLAYED.
· ALL WORKMANSHIP AND MATERIALS SHALL BE OF FIRST QUALITY AND IN COMPLIANCE
WITH THE REQUIREMENTS OF THE CA BUILDING CODE, THE DEPARTMENT OF
ENVIRONMENTAL PROTECTION AND ALL PERTINENT AGENCIES.
· IT IS ESSENTIAL THAT ALL WORK PROCEED WITH THE MAXIMUM COOPERATION OF ALL
PARTIES AND WITH MINIMUM INTERFERENCE TO THE OCCUPANTS WITHIN THE BUILDING.
THE OWNER'S DIRECTIONS IN THIS REGARD SHALL BE FULLY COMPLIED WITH.
· THE CONTRACTOR SHALL PERFORM THE WORK IN STRICT CONFORMANCE WITH THE
LOCAL LAWS & REGULATIONS.
· THE CONTRACTOR SHALL OBTAIN ALL PERMITS, APPROVALS, AFFIDAVITS,
CERTIFICATIONS, ETC. AND PAY ALL FEES AS REQUIRED BY THE LOCAL AUTHORITIES.
· CONTRACTORS SHALL OBTAIN FIRE CERTIFICATE UPON COMPLETION OF WORK.
WIRING AND CONDUIT NOTES:
· ALL CONDUIT SIZES AND TYPES, SHALL BE LISTED FOR ITS
PURPOSE AND APPROVED FOR THE SITE APPLICATIONS
· ALL PV CABLES AND HOMERUN WIRES BE #10AWG *USE-2, PV
WIRE, OR PROPRIETARY SOLAR CABLING SPECIFIED BY MFR,
OR EQUIVALENT; ROUTED TO SOURCE CIRCUIT COMBINER
BOXES AS REQUIRED
· ALL CONDUCTORS AND OCPD SIZES AND TYPES SPECIFIED
ACCORDING TO [REF. TO CEC 2022] FOR MULTIPLE
CONDUCTORS
· ALL PV DC CONDUCTORS IN CONDUIT EXPOSED TO SUNLIGHT
SHALL BE DERATED ACCORDING TO [CEC 2022] BLACK ONLY**
· EXPOSED ROOF PV DC CONDUCTORS SHALL BE USE-2, 90°C
RATED, WET AND UV RESISTANT, AND UL LISTED RATED FOR
600V, UV RATED SPIRAL WRAP SHALL BE USED TO PROTECT
WIRE FROM SHARP EDGES
· PHASE AND NEUTRAL CONDUCTORS SHALL BE DUAL RATED
THHN/THWN-2 INSULATED, 90°C RATED, WET AND UV
RESISTANT, RATED FOR 600V PER CEC 2022 OR 1000V PER
CEC 2022
· WIRE DELTA CONNECTED SYSTEMS HAVE THE PHASE WITH
THE HIGHER VOLTAGE TO GROUND MARKED ORANGE OR
IDENTIFIED BY OTHER EFFECTIVE MEANS
· ALL SOURCE CIRCUITS SHALL HAVE INDIVIDUAL SOURCE
CIRCUIT PROTECTION
· VOLTAGE DROP LIMITED TO 3% FOR DC CIRCUITS AS WELL AS
FOR AC CIRCUIT
· AC CONDUCTORS >4AWG COLOR CODED OR MARKED: PHASE
A OR L1- BROWN, PHASE B OR L2- ORANGE, PHASE C OR L3-
YELLOW,NEUTRAL- WHITE/GRAY
ELECTRICAL NOTES:
· THE EQUIPMENT AND ALL ASSOCIATED WIRING AND INTERCONNECTION SHALL BE INSTALLED ONLY BY QUALIFIED PEOPLE. A QUALIFIED PERSON IS ONE
WHO HAS SKILLS AND KNOWLEDGE RELATED TO THE CONSTRUCTION AND OPERATION OF THE ELECTRICAL EQUIPMENT AND INSTALLATIONS AND HAS
RECEIVED SAFETY TRAINING TO RECOGNIZE AND AVOID THE HAZARDS INVOLVED. (CEC 2022)
· LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND ACTIVATION OF ANY SOLAR PHOTOVOLTAIC INSTALLATION. FOR A LINE SIDE TAP
CONNECTION, UTILITY NEEDS TO BE NOTIFIED WELL IN ADVANCE TO COORDINATE BUILDING ELECTRICAL SHUT OFF.
· NEW CONDUIT ROUTING SHOWN IS ESSENTIALLY SCHEMATIC. SUBCONTRACTOR SHALL LAY OUT RUNS TO SUIT FIELD CONDITIONS AND THE
COORDINATION REQUIREMENTS OF OTHER TRADES.
·ARRAY WIRING SHOULD NOT BE READILY ACCESSIBLE EXCEPT TO QUALIFIED PERSONNEL.
·ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE WATERTIGHT AND APPROVED FOR USE IN WET LOCATIONS. (CEC 2022).
·WIRING METHODS FOR PV SYSTEM CONDUCTORS AREN'T PERMITTED WITHIN 10 IN. OF THE ROOF DECKING OR SHEATHING EXCEPT WHERE LOCATED
DIRECTLY BELOW THE ROOF SURFACE THAT'S COVERED BY PV MODULES AND ASSOCIATED EQUIPMENT WIRING
·BACK-FED BREAKER MUST BE AT THE OPPOSITE END OF BUS BAR FROM THE MAIN BREAKER OR MAIN LUG SUPPLYING CURRENT FROM THE UTILITIES.
·ALL CONDUCTORS AND WIRE TIES EXPOSED TO SUNLIGHT ARE LISTED AS UV RESISTANT.
·CONTRACTOR SHALL FOLLOW ALL ELECTRICAL EQUIPMENT LABELING REQUIREMENTS IN CEC 2022
·MEASURE THE LINE-TO-LINE AND LINE-TO-NEUTRAL VOLTAGE OF ALL SERVICE ENTRANCE CONDUCTORS PRIOR TO INSTALLING ANY SOLAR EQUIPMENT.
·THE CITY OF SANTA ANA WILL REQUIRE A THIRD-PARTY FIELD-EVALUATION-BODY THAT IS NATIONAL RECOGNIZED TESTING
LABORATORY QUALIFIED TO EVALUATE AND PROVIDE A NEW FIELD LISTING FOR THE MODIFIED SERVICE EQUIPMENT. A REPORT
PREPARED BY THE FEB MUST BE GIVEN TO THE CITY INSPECTOR FOR APPROVAL.
***The scope of the plans is for the installation of the solar
photovoltaic system only and the approval is subject to
compliance with all applicable city and state codes and
regulations regarding construction. The approval of the plans
does not constitute any certification of the accuracy,
completeness, or building permit status of the existing
buildings and structures as shown. ***
Revision to 20182282
APPROVALS:
ELECT - M. Smith
1851 E Deere Ave
11/13/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 2.3
ROOF INFORMATION
ROOF HEIGHT (FT)30.00
PARAPET HEIGHT (FT) 4.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 180
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 96.3
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 406
Module Connector 360
Rail 519
Cam 360
Cam Claw 360
Deflector 180
Base Pad 0
Ballast Block 322
Mechanical Attachment 14
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 24526
ARRAY AREA (SQ. FT)6202
ARRAY LOAD (PSF) 3.95
ARRAY CLEARANCES PER ASCE 7
CONDITION 1 (in.) N/A
CONDITION 2 (in.) N/A
CONDITION 3 (in.) N/A
CONDITION 4 (in.) N/A
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 2.3
PC-103
24.09.26.0 v3.0.9405.9.1 CM
BALLAST LAYOUT - 2.3
PC-10
3
As
-
B
u
i
l
t
AD
20
2
4
-
1
0
-
1
6
2
Re
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B
a
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a
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M
a
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20
2
4
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0
3
-
2
0
1
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d
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DH
20
2
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2
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2
9
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20
2
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1
-
1
2
1/6" = 1'-0"
22
2
2
1
2
1
1
2
2
3
1
2
1
1
2
2
2
1
2
1
2
1
1
2
2
2
1
2
2
2
1
3
2
2
1
1
3
1
1
2
1
2
1
3
1
4
1
3
1
1
2
1
2
3
1
1
1
2
2
3
3
1
1
2
4
2
1
2
3
4
3 4
2
5
3
1
2
4
3 4
1
2
3
1
1 3
1
2
2 1
2
3
2
2 2
2
2
2 1
3
2
3
1
5
4
3
4
3
4
3
3
3
4
3
1
4
3
2
2
5
3
2
5
3
2
3
3
2
2
4 3
23
3
3
3
2
7
3 32
92.06'
112.39'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 46
SOUTH ASSEMBLY 46
MIDDLE ASSEMBLY 268
NORTH SOUTH ASSEMBLY 0
1851 E Deere Ave
11/13/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 2.4
ROOF INFORMATION
ROOF HEIGHT (FT)30.00
PARAPET HEIGHT (FT) 4.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 276
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 147.66
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 648
Module Connector 552
Rail 826
Cam 552
Cam Claw 552
Deflector 276
Base Pad 0
Ballast Block 568
Mechanical Attachment 23
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 40105
ARRAY AREA (SQ. FT)9502
ARRAY LOAD (PSF) 4.22
ARRAY CLEARANCES PER ASCE 7
CONDITION 1 (in.) N/A
CONDITION 2 (in.) N/A
CONDITION 3 (in.) N/A
CONDITION 4 (in.) N/A
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 2.4
PC-113
24.09.26.0 v3.0.9405.9.1 CM
BALLAST LAYOUT - 2.4
PC-11
3
As
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1
6
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1/12" = 1'-0"
3
2
1
2
1
2
1
1
1
1
11
2
2
3
2
2
2
2
2
1
2
1
1
2
1
1
3
1
2
2
2
3
1
2
3
2
1
2
2
2
2
12
2
2
1
2
2
2
2
3
3
2
1
2
2
2
2
2
1
2
3
12
2
2
4
4
1
2
1
1
3
3
3
3
4
4
5
2
2
1
1
4
3
3
4
4
6
1
2
12
5
4
3
4
4
4
7
2
2
2
3
3
4
8
4
4
7
2
2
2
4
4
4
7
8
4
3
2
4
7
8
1
2
4
4
7
8
3
1
2
26
4
8
3
1
2
2
2
3
5
6
7
2
3
2
3
1
5
3
4
5
8
1
2
1
5
4
4
2
1
4
6
3
2
1
4
3
5
4
4 1
5
3
5
5
3
4
25
5
4
3
4 25
3
4 4
92.06'
149.87'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 96
SOUTH ASSEMBLY 96
MIDDLE ASSEMBLY 360
NORTH SOUTH ASSEMBLY 0
1851 E Deere Ave
11/13/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 2.6
ROOF INFORMATION
ROOF HEIGHT (FT)30.00
PARAPET HEIGHT (FT) 4.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 270
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 144.45
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 606
Module Connector 540
Rail 777
Cam 540
Cam Claw 540
Deflector 270
Base Pad 0
Ballast Block 536
Mechanical Attachment 21
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 38496
ARRAY AREA (SQ. FT)9305
ARRAY LOAD (PSF) 4.14
ARRAY CLEARANCES PER ASCE 7
CONDITION 1 (in.) N/A
CONDITION 2 (in.) N/A
CONDITION 3 (in.) N/A
CONDITION 4 (in.) N/A
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 2.6
PC-133
24.09.26.0 v3.0.9405.9.1 CM
BALLAST LAYOUT - 2.6
PC-13
3
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2
4
-
0
2
-
2
9
0
In
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t
i
a
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B
a
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a
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M
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20
2
4
-
0
1
-
1
2
1/12" = 1'-0"
43
4
3
3
4
3
3
4
4
4
3
2
3
4
4
2
2
3
4
4
3
2
2
2
4
5
4
7
1
1
2
2
3
7
7
7
2
1
1
2
2
3
8
1
1
2
1
1
3
1
2
2
3
1
1
1
2
1
1
1
3
1
1
2
3
1
1
2
2
1 5
3
1
2
2
1
3
4
3
1
2
2
1
2
2
5
3
1
2
2
2
5
4
4
2
2
1
2
2
7
4
2
1
2
2
2
7
4
5
2
2
2
2
2
7
4
4
2
2
2
4
2
7
4
4
5
2
2
2
3
2
5
4
4
5
2
2
2
3
3
5
4
5
2
2
2
3
3
5
3
4
5
2
2
2
3
4
3
4
4
2
2
2
4
4
3
3
5
2
2 4
3
4
2
2 4
3
2
2 41
2
1
2
1
2
11
2
2
92.06'
149.87'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 66
SOUTH ASSEMBLY 66
MIDDLE ASSEMBLY 408
NORTH SOUTH ASSEMBLY 0
1851 E Deere Ave
11/13/2024
RE
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 2.5
ROOF INFORMATION
ROOF HEIGHT (FT)30.00
PARAPET HEIGHT (FT) 4.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 184
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 98.44
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 438
Module Connector 368
Rail 581
Cam 368
Cam Claw 368
Deflector 184
Base Pad 0
Ballast Block 390
Mechanical Attachment 15
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 27182
ARRAY AREA (SQ. FT)6333
ARRAY LOAD (PSF) 4.29
ARRAY CLEARANCES PER ASCE 7
CONDITION 1 (in.) N/A
CONDITION 2 (in.) N/A
CONDITION 3 (in.) N/A
CONDITION 4 (in.) N/A
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 2.5
PC-123
24.09.26.0 v3.0.9405.9.1 CM
BALLAST LAYOUT - 2.5
PC-12
3
As
-
B
u
i
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t
AD
20
2
4
-
1
0
-
1
6
2
Re
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a
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M
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RH
20
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4
-
0
3
-
2
0
1
Up
d
a
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d
A
d
d
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s
s
DH
20
2
4
-
0
2
-
2
9
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20
2
4
-
0
1
-
1
2
1/12" = 1'-0"
4
2
3
2
3
3
1
5
2
1
2
2
2
4
3
2
3
2
2
2
3
5
4
2
2
2
4
2
2
1
3
3
2
2
2
3
1
3
2
2
1
1
2
2
1
2
3
2
1
2
2
1
2
2
22
2
1
1
2
1
2
2
2
2
1
2
2
1
21
1
1
2
3
3
2
2
1
4
2
4
1
2
3
3
4
2
2
1
2
3
3
3 6
4
2
2
2
1
2
2
1
3
3
5
4
2
2
4
2
3
4
2
4
4
6
2
1
2
3
2
3
2
3
4
7
2
1
2
2
3
2
4
2
4
8
2
2 3
1
1
3
3
3
8
2
2 2
1
2
4 2
2
2 2
2
2
2
2
87.45'
149.87'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 70
SOUTH ASSEMBLY 70
MIDDLE ASSEMBLY 228
NORTH SOUTH ASSEMBLY 0
1851 E Deere Ave
11/13/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
SITE MAP A
PC-2NTS
RACKING CONSTRUCTION SET
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
PROJECT SUMMARY
PC-23
24.09.26.0 v3.0.9405.9.1 CM
clawFR 10 Degree - 29 cm
PROJECT PART QUANTITY
ITEM PART NUMBER QTY
Base 500050202 2514
BASE, 02, CFR
Module Connector 500050704 2178
MODULE CONNECTOR, 1150, 10D, CFR
Rail 2000895 3209
RAIL, 2500, CFR
Cam 5000500 2178
CAM, 10D, CFR
Cam Claw 2000673 2178
CAM CLAW, CFR
Deflector 200088705 1089
DEFLECTOR, 10D, 2300, CFR
Bolt 2000697 11319
BLT, HEX FLG, TRI, M6X16, GR8.8, PATCH
Base Pad 2000678 0
PAD, BASE, CFR
CONCRETE MASONRY UNIT N/A 2074
BLOCK, CONCRETE, 32.6 LB, - Xin x 8in x 16in NOMINAL, PARTNER SUPPLIED, SEE INSTALLATION MANUAL
APPROVED FOR CONSTRUCTION
MECHANICAL ATTACHMENT PART QUANTITY
MA Hardware Kit 5000423 8
HW KIT, MA STRUT, 2500, CFR
MA Strut 2000930 80
MA STRUT, 2500, CFR
Mechanical Attachment 100035906 80
MA, ANCH 2400, SIKA PVC
TOTAL MECHANICAL ATTACHMENT
COUNT
80
PROJECT SUMMARY
MODULE TYPE ADANI ASB-M10-144-535
MODULE DIMENSIONS (IN.)89.21 X 44.61 X 1.38
NUMBER OF MODULES 1089
MODULE WATTAGE (W STC)535
SYSTEM SIZE (kW STC)582.615
SYSTEM WEIGHT (LB)152604
SYSTEM AREA (SQ FT.)37506
AGGREGATE SYSTEM LOAD (PSF)4.07
NUMBER OF ARRAYS 6
ARRAY TILT (DEG)8.99
3
As
-
B
u
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AD
20
2
4
-
1
0
-
1
6
2
Re
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20
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4
-
0
3
-
2
0
1
Up
d
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s
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DH
20
2
4
-
0
2
-
2
9
0
In
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a
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-
0
1
-
1
2
Roof 1
Roof 2
1851 E Deere Ave
11/13/2024
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
ARRAY SITE MAP A
PC- NTS
EXISTING ROOF PERIMETER
ARRAY # (TYP)
ROOF SETBACK (TYP)
KEEPOUTS (TYP)
#
RACKING CONSTRUCTION SET
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED UPON INFORMATION PROVIDED TO
PANELCLAW. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF THE
SOLAR ARRAY. NOTIFY PANELCLAW OF ANY DISCREPANCIES.
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
ARRAY SITE MAP
PC-33
24.09.26.0 v3.0.9405.9.1 CM
ROOF NAME ROOF SETBACK
(FT.)
ROOF HEIGHT
(FT)
PARAPET
HEIGHT (FT)
ROOF TILT
(DEG)
Roof 1 4.00 20.00 5.0 1
Roof 2 4.00 30.00 4.0 1
KEEPOUT NAME KEEPOUT
CLEARANCE
(FT.)
KEEPOUT
HEIGHT (IN.)
Group 1 4 192
Group 2 4 168
Group 2 4 48
Group 3 4 36
Group 3 4 12
Group 4 4 72
3
3
As
-
B
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2
4
-
1
0
-
1
6
2
Re
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3
-
2
0
1
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d
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DH
20
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4
-
0
2
-
2
9
0
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-
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1
-
1
2
209'
14'
67'
123'
199'
322'
157'
79'
108'
43'8'56'
202'
233'
1
243'
42'
79'
157'
322'
199'
2 3
4
5
6
1851 E Deere Ave
11/13/2024
RE
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.1
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 5.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 104
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 55.64
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 254
Module Connector 208
Rail 296
Cam 208
Cam Claw 208
Deflector 104
Base Pad 0
Ballast Block 95
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 11151
ARRAY AREA (SQ. FT)3577
ARRAY LOAD (PSF) 3.12
ARRAY CLEARANCES PER ASCE 7
CONDITION 1 (in.) 3
CONDITION 2 (in.) 6
CONDITION 3 (in.) 6
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 1.1
PC-83
24.09.26.0 v3.0.9405.9.1 CM
BALLAST LAYOUT - 1.1
PC-8
3
As
-
B
u
i
l
t
AD
20
2
4
-
1
0
-
1
6
2
Re
v
i
s
e
d
B
a
l
l
a
s
t
M
a
p
L
a
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RH
20
2
4
-
0
3
-
2
0
1
Up
d
a
t
e
d
A
d
d
r
e
s
s
DH
20
2
4
-
0
2
-
2
9
0
In
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a
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M
a
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GZ
20
2
4
-
0
1
-
1
2
1/6" = 1'-0"
22
2
2
21
22
2
2
2
2
2
2
22
1
2
1
1
2
1
1
2
2
21
2
11 1
1
1
2
2
1
2
2
2
2
1
2
2
2
2
1
2
1
3
2
2
2
2
2 2
59.81'
104.89'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 44
SOUTH ASSEMBLY 44
MIDDLE ASSEMBLY 118
NORTH SOUTH ASSEMBLY 2
1851 E Deere Ave
11/13/2024
RE
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 2.2
ROOF INFORMATION
ROOF HEIGHT (FT)30.00
PARAPET HEIGHT (FT) 4.0
ROOF TILT (DEG) 1
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 75
MODULE POWER (W) 535
ARRAY OUTPUT (Kw) 40.125
ARRAY AZIMUTH 220
PART QUANTITIES
ITEM QTY
Base 162
Module Connector 150
Rail 210
Cam 150
Cam Claw 150
Deflector 75
Base Pad 0
Ballast Block 163
Mechanical Attachment 7
LOADING DETAILS
SINGLE MODULE WT (LB) 61.7
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 11143
ARRAY AREA (SQ. FT)2587
ARRAY LOAD (PSF) 4.31
ARRAY CLEARANCES PER ASCE 7
CONDITION 1 (in.) N/A
CONDITION 2 (in.) N/A
CONDITION 3 (in.) N/A
CONDITION 4 (in.) N/A
APPROVED FOR CONSTRUCTION
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
BALLAST LAYOUT - 2.2
PC-93
24.09.26.0 v3.0.9405.9.1 CM
BALLAST LAYOUT - 2.2
PC-9
3
As
-
B
u
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AD
20
2
4
-
1
0
-
1
6
2
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20
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4
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3
-
2
0
1
Up
d
a
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d
A
d
d
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s
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DH
20
2
4
-
0
2
-
2
9
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M
a
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GZ
20
2
4
-
0
1
-
1
2
1/6" = 1'-0"
5
3
3
1
3
2
5
1
1
2
3
2
4
2
1
1
1
2
3
2
2
1
1
1
3
3
4
2
1
1
1
3
4
2
1
1
2
4
6
2
1
2
1
21
2
2
1
3
2
1
4
2
3 7
2
12
52
84
85
92.06'
37.42'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 10
SOUTH ASSEMBLY 10
MIDDLE ASSEMBLY 128
NORTH SOUTH ASSEMBLY 2
1851 E Deere Ave
11/13/2024
U-ANCHOR 2400 MECHANICAL
ATTACHMENT: MANUFACTURED BY
OTHERS
NOTE:
THIS DETAIL IS GENERIC IN NATURE AND IS
INTENDED ONLY TO SHOW TYPICAL
MECHANICAL ATTACHMENT ASSEMBLY
LOCATIONS. REFER TO INDIVIDUAL ARRAY
LAYOUTS FOR REQUIRED LOCATIONS.
U-ANCHOR 2400
MECHANICAL ATTACHMENT
MA STRUT
3/8, 304 S.S.FLAT WASHER
3/8-16, 304 S.S. HARDWARE
1.25" LENGTH BOLT
3/8-16, 304 S.S.
HEX FLANGE NUT
M6, HARDWARE
16MM LENGTH BOLT
STRUT BRACKET
U-BRACKET
MECHANICAL ATTACHMENT
SOUTH EDGE APPLICATION
CENTERED BELOW MODULES
MECHANICAL ATTACHMENT
SOUTH EDGE APPLICATION
CENTERED BETWEEN MODULES
MECHANICAL ATTACHMENT
INTERIOR APPLICATION
CENTERED BETWEEN MODULES
MECHANICAL ATTACHMENT
NORTH EDGE APPLICATION
CENTERED BETWEEN MODULES
MECHANICAL ATTACHMENT
NORTH EDGE APPLICATION
CENTERED BELOW MODULES
TRANSPARENT PV
SOLAR MODULE
MECHANICAL ATTACHMENT
INTERIOR APPLICATION
CENTERED BELOW MODULES
MA STRUT
ø 6.4 mm (0.25 in)
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
MECHANICAL ATTACHMENT DETAIL B
N.T.S.SCALE:
MECHANICAL ATTACHMENT DETAIL C
N.T.S.
SCALE:
MECHANICAL ATTACHMENTLOCATION DETAIL A
N.T.S.
MECHANICAL ATTACHMENT
WORST-CASE SERVICE LOAD (LB)
1.HORIZONTAL LOAD H MAY ACT IN ANY DIRECTION
2.WORKING LOADS = ALLOWABLE LOADS (i.e. NON-FACTORED)
HORIZONTAL (H)VERTICAL (V)
WIND SEISMIC WIND
MAXIMUM ALLOWABLE LOAD (LB)
HORIZONTAL (H)VERTICAL (V)
RACKING CONSTRUCTION SET
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
3 PC-14
MECHANICAL
ATTACHMENT DETAIL
24.09.26.0 v3.0.9405.9.1 CM
3
As
-
B
u
i
l
t
AD
20
2
4
-
1
0
-
1
6
2
Re
v
i
s
e
d
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
RH
20
2
4
-
0
3
-
2
0
1
Up
d
a
t
e
d
A
d
d
r
e
s
s
DH
20
2
4
-
0
2
-
2
9
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
1
-
1
2
0 624 462
650 525
APPROVED FOR CONSTRUCTION
PC-14
PC-14 PC-14
1851 E Deere Ave
11/13/2024
539
'
-
6
"
46'-7"
184
'
-
0
"
628
'
-
6
"
368'-6
"
ACD
MDP
UM
SLC
39'-10"
283
'
-
5
"
301
'
-
4
"
426
'
-
4
"
98'
-
9
"
INV
INV
INV
INV
INV
GEN
MSB
T
T
T
T
INV
INV
INV
INV
INV
T
MS
B
T
T
T
GEN
MDP UM ACD SLC
INV
INV
INV
INV
INV
INV
INV
INV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-1
DATE: 07/03/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
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R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
REVISION 09/05/2024 K
REVISION 09/27/2024 L
PLOT PLAN WITH ROOF PLAN
PV-1
1
SCALE: 3/128"=1'-0"
SITE PLAN
ROOF #1
(985) ADANI SOLAR ASB-M10-535 (535W) MODULES
(E) DRIVEWAY
TREES
PROP
E
R
T
Y
L
I
N
E
PRO
P
E
R
T
Y
L
I
N
E
PRO
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
ROOF #2
(104) ADANI SOLAR ASB-M10-535 (535W) MODULES
(E) FENCE
ELECTRICAL ROOM
(N) RACK (TYP.)
SITE NOTES
· A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS.
· THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS AN UTILITY INTERACTIVE SYSTEM .
· THE SOLAR PV INSTALLATION SHALL 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 [CEC 2022]
ELECTRICAL ROOM 2
(N) 3 x SUNNY TRIPOWER
CORE1 62-US [480V]
INVERTERS
(N) 6 x SUNNY TRIPOWER CORE1
62-US [480V] INVERTERS
(E) TRANSFORMER
(E) TRANSFORMER
(E) MAIN SWITCHBOARD
(E) GENERATOR
PULLM
A
N
S
T
E D
E
E
R
E
A
V
E
(E) UTILITY METER
(E) MAIN DISTRIBUTION PANEL
(N) SERVICE DISCONNECT
(N) SOLAR LOAD CENTER
1851 E Deere Ave
11/13/2024
48" FIRE SETBACK
48" FIRE SETBACK
48
"
F
I
R
E
S
E
T
B
A
C
K
48
"
F
I
R
E
S
E
T
B
A
C
K
52
'
-
5
"
40
'
-
3
"
90
'
-
7
"
7'
-
2
"
ACD
MDP UM
SLC
48" FIRE SETBACK
48" FIRE SETBACK
48" FIRE SETBACK
48
"
F
I
R
E
S
E
T
B
A
C
K
48
"
F
I
R
E
S
E
T
B
A
C
K
5'
-
6
"
48" FIRE SETBACK 48" FIRE SETBACK48" FIRE SETBACK
48
"
F
I
R
E
S
E
T
B
A
C
K
48
"
F
I
R
E
S
E
T
B
A
C
K
48
"
F
I
R
E
S
E
T
B
A
C
K
INV
INV
INV
INV
INV
7'-5"59'-7"22'-5"5'-7"
36" FIRE SETBACK
36
"
F
I
R
E
S
E
T
B
A
C
K
36
"
F
I
R
E
S
E
T
B
A
C
K
36
"
F
I
R
E
S
E
T
B
A
C
K
36
"
F
I
R
E
S
E
T
B
A
C
K
15
'
-
5
"
58
'
-
7
"
4'
-
9
"
20'-11"89'-5"7'-6"
14'-11"
4'-5"
GEN
MS
B
T
T
T
T
7'-5"
74'-6"
8'
-
1
1
"
31
'
-
1
"
23
'
-
4
"
40
'
-
3
"
5'
-
6
"
44
'
-
1
0
"
7'
-
7
"
67'-1"12'-9"149'-1"
INV
INV
INV
INV
MDP UM ACD SLC
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-2
DATE: 07/03/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
REVISION 09/05/2024 K
REVISION 09/27/2024 L
1 ROOF PLAN & MODULES
PV-2 SCALE: 1/32" = 1'-0"
ADANI SOLAR ASB-M10-535
(535W) MODULES
89
.
2
1
"
44.61"
DESIGN SPECIFICATION
RISK CATEGORY:II
CONSTRUCTION:COMMERCIAL
ZONING:COMMERCIAL
SNOW LOAD (ASCE 7-16):0 PSF
EXPOSURE CATEGORY:C
WIND SPEED (ASCE 7-16):95 MPH
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES:1089 MODULES
MODULE TYPE:ADANI SOLAR ASB-M10-535 (535W)
MODULES
MODULE WEIGHT:61.73 LBS
MODULE DIMENSIONS:89.21" X 44.61" = 27.64 SF
UNIT WEIGHT OF AREA:2.23 PSF
ROOF PLAN &
MODULES
ROOF DESCRIPTION
ROOF ROOF
TILT AZIMUTH ROOF MATERIAL
#1 0°220°PVC/TPO
#2 0°220°PVC/TPO
ARRAY AREA & ROOF AREA CALC'S
ROOF # OF
MODULES
ARRAY
AREA
(Sq. Ft.)
ROOF
AREA
(Sq. Ft.)
ROOF
AREA COVERED
BY ARRAY (%)
#1 985 27215.55 60885.52 45
#2 104 2873.52 9778.34 29
LEGEND
MDP
- VENT, ATTIC FAN (ROOF OBSTRUCTION)
- MAIN DISTRIBUTION PANEL
UM - UTILITY METER
ACD - SERVICE DISCONNECT
72" FIRE SETBACK
(N) BALLAST BLOCK
(N) RAIL
ROOFS #1 & #2
(1089) ADANI SOLAR ASB-M10-535 (535W) MODULES
(E
)
FR
O
N
T
O
F
B
U
I
L
D
I
N
G
PU
L
L
M
A
N
S
T
(E
)
BA
C
K
O
F
B
U
I
L
D
I
N
G
- BALLAST BLOCK
- RAIL
(N) 9 x SUNNY TRIPOWER CORE1 62-US [480V] INVERTERS
(ON ROOF)
- SUNNY TRIPOWER CORE1 62-US [480V]
(N) PANELCLAW CLAW FR 10 DEGREE
RACKING SYSTEM
(N) EMT CONDUIT
48" FIRE SETBACK
SLC - SOLAR LOAD CENTER
(E) UTILITY METER
(E) MAIN DISTRIBUTION PANEL
(N) SERVICE DISCONNECT
(N) SOLAR LOAD CENTER
(N) RACK (TYP.)
ARRAYS #1 TO #5
ARRAY TILT - 10°
AZIM. - 220°
36" FIRE SETBACK
ELECTRICAL ROOM
ELECTRICAL ROOM 2
INV
(E) TRANSFORMER
(E) GENERATOR
(E) 3 x TRANSFORMERS
(E) MAIN SWITCHBOARD
- TRANSFORMERT
- GENERATORGEN
MSB - MAIN SWITCHBOARD
- MECHANICAL ATTACHMENT
(N) MECHANICAL ATTACHMENT
E DEERE AVE
1851 E Deere Ave
11/13/2024
CAM SPACING
BASE HOLE "2"
BASE HOLE "1"
BASE HOLE "1"
BASE HOLE "2"
BASE HOLE "3"
BASE HOLE "3"
BASE HOLE "1"BASE HOLE "3"BASE HOLE "1"BASE HOLE "3"BASE HOLE "3"BASE HOLE "1"BASE HOLE "3"BASE HOLE "2"
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION
MARKER
ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER
RE
V
DE
S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
CAM SPACING DETAIL A
NTS
SCALE:
NORTH ASSEMBLY B
NTS
SCALE:
SOUTH ASSEMBLY D
NTS
SCALE:
MIDDLE ASSEMBLY C
NTS
SCALE:
NORTH SOUTH ASSEMBLY E
NTS
SCALE:
EXAMPLE ARRAY CONSTRUCTION F
NTS
RACKING CONSTRUCTION SET
SolarCo Energy Inc.
Medtronic
1851 E Deere Ave, Santa
Ana, CA 92705, USA
ASSEMBLIES
PC-53
24.09.26.0 v3.0.9405.9.1 CM
APPROVED FOR CONSTRUCTION
3
As
-
B
u
i
l
t
AD
20
2
4
-
1
0
-
1
6
2
Re
v
i
s
e
d
B
a
l
l
a
s
t
M
a
p
L
a
y
o
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RH
20
2
4
-
0
3
-
2
0
1
Up
d
a
t
e
d
A
d
d
r
e
s
s
DH
20
2
4
-
0
2
-
2
9
0
In
i
t
i
a
l
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
GZ
20
2
4
-
0
1
-
1
2
PC-5
PC-5 PC-5
PC-5 PC-5
PC-5
STANDARD ASSEMBLY QUANTITY
NORTH ASSEMBLY 332
SOUTH ASSEMBLY 332
MIDDLE ASSEMBLY 1510
NORTH SOUTH ASSEMBLY 4
NOTE: ASSEMBLIES IN THIS TABLE USE THE STANDARD 2-PAD BASE
CAM SPACING
mm 59UNITS
inches 2 5/16
1851 E Deere Ave
11/13/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-11
DATE: 07/03/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 04/09/2024 D
REVISION 05/29/2024 E
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
FAULT CURRENT
CALCULATIONS
1851 E Deere Ave
11/13/2024
ACD
MDP UM
SLC
INV
INV
INV
INV
INV
18
1
18
1
17
1
17
17
1
17
1
17
1
1
17
1
17
1
1
16
1
1
1
1
16
1
16
1
15
1
15
1
16
1
16
1
15
1
15
1
15
1
15
1
15
15
17
1
17
1
17
1
1
GEN
MS
B
T
T
T
T
17
16
1
1
17
1
17
1
17
17
17
117
1
1
1
1
1
17
17
17 17
16
1
18
INV
INV
18
1
1
17
1
17
1
17 11
17
17
111
1
1
1817
18
17
1616
1 16 1
16
1
16
16
16
1
1
15
1
11
16
16 16
1
1
16
1 1
16
16
1
1
1
17 16
17 1
INV
INV
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-2A
DATE: 07/03/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
REVISION 09/05/2024 K
REVISION 09/27/2024 L
1 STRING LAYOUT & BOM
PV-2A SCALE: 1/32" = 1'-0"
STRING LAYOUT
& BOM
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
SOLAR PV MODULE 1089 ADANI SOLAR ASB-M10-535 (535W) MODULES
INVERTER 9 SUNNY TRIPOWER CORE1 62-US [480V] INVERTERS
SOLAR LOAD CENTER 1 SOLAR LOAD CENTER 1000A RATED, 480V, 3PH, 4W
MONITORING SYSTEM 1 ALSO ENERGY DATA AGGREGATION SYSTEM
SERVICE DISCONNECT 1 1000A FUSED SERVICE DISCONNECT WITH (3) 900A
FUSES, 480V, 3PH, 4W, NEMA 3R UL LISTED
PU
L
L
M
A
N
S
T
(E
)
F
R
O
N
T
O
F
B
U
I
L
D
I
N
G
(E
)
B
A
C
K
O
F
B
U
I
L
D
I
N
G
INVERTER #1
02 x STRINGS OF 18 MODULES
06 x STRINGS OF 17 MODULES
= 138 MODULES
STRING INFORMATION
INVERTER #2
02 x STRINGS OF 18 MODULES
06 x STRINGS OF 17 MODULES
= 138 MODULES
INVERTER #3
01 x STRING OF 16 MODULES
07 x STRINGS OF 17 MODULES
= 135 MODULES
INVERTER #4
01 x STRING OF 16 MODULES
07 x STRINGS OF 17 MODULES
= 135 MODULES
INVERTER #5
08 x STRINGS OF 16 MODULES
= 128 MODULES
INVERTER #6
01 x STRING OF 15 MODULES
07 x STRINGS OF 16 MODULES
= 127 MODULES
INVERTER #7
02 x STRINGS OF 16 MODULES
04 x STRINGS OF 15 MODULES
= 92 MODULES
INVERTER #8
02 x STRINGS OF 16 MODULES
04 x STRINGS OF 15 MODULES
= 92 MODULES
INVERTER #9
02 x STRINGS OF 18 MODULES
04 x STRINGS OF 17 MODULES
= 104 MODULES
E DEERE AVE
1851 E Deere Ave
11/13/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-3B
DATE: 07/03/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
REVISION 09/05/2024 K
REVISION 09/27/2024 L
TAP DETAIL
1851 E Deere Ave
11/13/2024
1
20A
3P
HP-1
600A BUS
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
2
15A
3P
HP-3
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
3
HP-4
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
4
HP-5
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
5
HP-6
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
6
HP-7
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
7
20A
3P
HP-8
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
8
HP-9
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
9
HP-10
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
10
HP-11
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
11
HP-12
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
12
HP-13
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
13
HP-14
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
14
HP-15
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
15
HP-16
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
16
30A
3P
HP-17
3/
4
"
C
-
3
#
8
&
1
#
1
0
G
N
D
17
HP-18
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
18
HP-19
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
19
HP-20
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
20
20A
3P
HP-21
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
21
HP-22
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
22
HP-23
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
23
HP-24
3/
4
"
C
-
3
#
8
&
1
#
1
0
G
N
D
24
20A
3P
HP-25
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
25
25A
3P
HP-26
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
26
45A
3P
HP-27
3/
4
"
C
-
3
#
6
&
1
#
1
0
G
N
D
27
30A
3P
HP-28
3/
4
"
C
-
3
#
8
&
1
#
1
0
G
N
D
28
15A
3P
EF-5
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
29
EF-6
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
30
EF-7
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
31
EF-8
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
32
EF-12
3/
4
"
C
-
3
#
1
0
&
1
#
1
0
G
N
D
33
30A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3P
30A
3P
15A
3P
15A
3P
15A
3P
15A
3P
3 HMC1-1
480V, 3PH, 3W
11
1" C - 1 #3/0 G
11
1" C - 1 #3/0 G
G
20 CLD1-1
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
CLP1-1
500A
3P
600A BUS
208/120V, 3PH, 4W
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
CLP1-2
200A
3P
200A
3P
200A
3P
SPARE SPARE
(2)3" C - (8)#250KCMIL
& (2)#2 GND
1"C - 1#1/0G1-
1
/
4
"
C
-
(
4
)
#
6
A
W
G
&
1
#
1
0
G
N
D
19
EHP1-1
CLP1-1, 32-34
14
50A
3P
225A
3P
225A
3P
50A
3P
400A
3P
175A
3P
225A
3P
500A
3P1600A
3PG
480/277V, 3PH, 3W
PULL SECTION MAIN AND METER SECTION
DISTRIBUTION SECTION
1-1/4" C - (4)#6 AWG
& 1 #10 GND
1600A BUS
MAX AVAILABLE FAULT CURRENT: 32KA
SHORT CIRCUIT WITHSTAND RATING: 42KA
(2)2-1/2" C - (6)#250KCMIL
& 2 #1 GND
(2)4" C.O.(2)5" C.O.
2" C - (3)#4/0
& 1 #2 GND
"ATS-2"
260A/3P
480V
3PH, 3W
17
15
15
1 MSB-1-1
2"
C
-
(
3
)
#
4
/
0
&
1
#
2
G
N
D
1-
1
/
4
"
C
-
(
4
)
#
6
A
W
G
&
1
#
1
0
G
N
D
SOUTHERN
CALIFORNIA EDISON
TRANSFORMER AND
FUSE SWITCH
TO SOUTHERN
CALIFORNIA
EDISON POLE
"ATS-1"
260A/4P
480/277V
3PH, 4W
16
EGRESS
LTG
PULLMAN
CRITICAL LOADS
2"
C
-
(
3
)
#
4
/
0
&
1
#
2
G
N
D
19
HP1-1
LTGLCP1LCP2
2-
1
/
2
"
C
-
(
4
)
#
4
/
0
&
1
#
2
G
N
D
"T1D"
150KVA
480-208/120V
3PH, 4W
18
3/4"C
- 1#6G "T1B"
45KVA
208/120V
3PH, 4W
5
1-
1
/
4
"
C
-
(
3
)
#
4
A
W
G
&
1
#
8
G
N
D
2"
C
-
(
4
)
#
1
/
0
A
W
G
&
1
#
2
G
N
D
LP1-5LP1-6
150A
3P
MCB
8
(1)1-1/4"C W/
(4)#2AWG
& 1 #8 GND
1"C - 1#1/0G
"T1A"
112.5KVA
480-208/120V
3PH, 4W
4
2"
C
-
(
3
)
#
2
/
0
A
W
G
&
(
1
)
#
6
G
N
D
3-
1
/
2
"
C
-
(
4
)
5
0
0
K
C
M
I
L
&
(
1
)
#
2
G
N
D
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
LP1-1
400A BUS
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
LP1-2
200A
3P
PULLMAN
HOUSE/OFFICE LOADS
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
7
LP1-3
200A
3P
200A
3P
SPARE
400A
3P
208/120V, 3PH, 4W
(4) 225A
BUSSES SPACE
2 LD1-1 12 LD1-2
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
9
LP1-8
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
LP1-9
200A
3P
PULLMAN
LAB LOADS
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
LP1-10
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
LP1-11
200A
3P
2-
1
/
2
"
C
-
4
#
3
/
0
&
1
#
6
G
N
D
LP1-12
200A
3P
9 9 9 9
200A
3P
200A
3P
SPARE SPARE
225A
3P
SPARE
800A BUS
(4) 225A
BUSSES SPACE
208/120V, 3PH, 4W
1"C - 1#3/0G
"T1A"
225KVA
480-208/120V
3PH, 4W
10
(2
)
2
"
C
-
(
6
)
#
3
/
0
A
W
G
&
(
2
)
#
2
G
N
D
(3
)
4
"
C
-
(
1
2
)
3
5
0
K
C
M
I
L
&
(
3
)
#
1
/
0
G
N
D
800A
3P
LINK BUILDING
LOADS
"GENERATOR"
150KW/187.5KVA
480/277V
3PH, 3W
13
M
POINT OF
INTERCONNECTION
SUPPLY SIDE TAP
CONTINUED FROM
SHEET NO. PV-4A
FAULT CURRENT: AT MAIN DISTRIBUTION
PANEL (SERVICE ENTRANCE)
SYSTEM: THREE PHASE
FAULT CURRENT: 14971A
SHORT CIRCUIT VALUE: 14.971 KAIC
LENGTH: 60FT
VOLTAGE: 480V
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-4
DATE: 07/03/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 04/09/2024 D
REVISION 05/29/2024 E
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
ELECTRICAL LINE
DIAGRAM
PV-4
ELECTRICAL LINE DIAGRAM
SCALE: NTS
1
NORTH
1600A
MAIN CIRCUIT BREAKER RATING:
SERVICE INFO
MAIN SERVICE VOLTAGE:
MAIN SERVICE PANEL:
MAIN SERVICE LOCATION:
480V
1600A
07/09/2024
VSE Project Number: U6505.0002.241
ELECTRICAL ONLY
651 W. galena park blvd. ste. 101
draper, Utah 84020
phone (801) 990-1775
www.vectorse.com
®
The contractor must notify Vector Structural Engineering, LLC,
should discrepancies between the as-built electrical system and
what is shown on the permit plans be found. Vector Structural
Engineering shall be notified of any changes from the approved
design before installation. Vector Structural Engineering assumes
no responsibility for improper installation of the solar system.
1851 E Deere Ave
11/13/2024
21 3
21 3
52131516
21 3
(128) ADANI SOLAR ASB-M10-535 (535W) MODULES
8 x STRINGS OF 16 MODULES
INVERTER #5
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
21 3
21 3
6213
21 3
15 16
15 16
15 16
15 16
15 16
15 16
15 16
100A/3P 20A/3P
(N) SOLAR LOAD CENTER,
1000A, 480V, 3-PH, 4-W
100A/3P 100A/3P
100A/3P
100A/3P
100A/3P
100A/3P
100A/3P
100A/3P
21 3
21 3
12131718
21 3
17 18
16 17
16 17
(138) ADANI SOLAR ASB-M10-535 (535W) MODULES
2 x STRINGS OF 18 MODULES
6 x STRINGS OF 17 MODULES
INVERTER #1
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
21 3
21 3
2213
21 3
16 17
16 17
16 17
16 17
{
INVERTER #2
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
21 3
21 3
32131617
21 3
16 17
16 17
(135) ADANI SOLAR ASB-M10-535 (535W) MODULES
1 x STRING OF 16 MODULES
7 x STRINGS OF 17 MODULES
INVERTER #3
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
21 3
21 3
4213
21 3
16 17
15 16
16 17
16 17
16 17
{
INVERTER #4
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
2 13
2 13
7 2 131516
2 13
INVERTER #6
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
2 13
2 13
8 2 13
2 13
1516
1516
1516
1516
1516
1516
1415
(127) ADANI SOLAR ASB-M10-535 (535W) MODULES
1 x STRING OF 15 MODULES
7 x STRINGS OF 16 MODULES
2 13
2 13
9 2 131516
1516
1415
2 13
2 13
10 2 131415
1415
1415
INVERTER #9
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT 2 13
2 13
11 2 131718
1617
2 13
2 13
12 2 13
INVERTER #7
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
1718
1617
1617
1617
}
INVERTER #8
SMA SUNNY TRIPOWER CORE1 62-US
OUTPUT: 480 VAC, 79.5A
98.0% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT (104) ADANI SOLAR ASB-M10-535 (535W) MODULES
2 x STRINGS OF 18 MODULES
4 x STRINGS OF 17 MODULES
(92) ADANI SOLAR ASB-M10-535 (535W) MODULES
2 x STRINGS OF 16 MODULES
4 x STRINGS OF 15 MODULES
(N) ALSO ENERGY
MONITORING SYSTEM
VREF/PWR CT I/O
(N) SERVICE DISCONNECT
FOR PV SYSTEM:
480V, 1000A FUSED, NEMA
3R, UL LISTED
(3
)
9
0
0
A
F
U
S
E
S
CONTINUE TO
SHEET NO. PV-4A
14
15
13
13
13
13
13
13
INVERTER #2 HAVE SAME MODULE
COUNT AS INVERTER #1,
INVERTER #4 HAVE SAME MODULE
COUNT AS INVERTER #3,
INVERTER #8 HAVE SAME MODULE
COUNT AS INVERTER #7
}{
N-G BOND
GROUND
ELECTRODE
CONDUCTOR
NOTE: THE AC DISCONNECT
IS SUITABLE FOR THE USE AS
SERVICE EQUIPMENT (SUSE)
CEC 230.82(6).
MINIMUM 2/0 AWG
FAULT CURRENT: AT SOLAR LOAD CENTER
SYSTEM: THREE PHASE
FAULT CURRENT: 14729A
SHORT CIRCUIT VALUE: 14.729 KAIC
LENGTH: 10FT
VOLTAGE: 480V
FAULT CURRENT: AT SERVICE DISCONNECT
SYSTEM: THREE PHASE
FAULT CURRENT: 14449A
SHORT CIRCUIT VALUE: 14.449 KAIC
LENGTH: 10FT
VOLTAGE: 480V
FAULT CURRENT: AT NEAREST INVERTER
SYSTEM: THREE PHASE
FAULT CURRENT: 7162A
SHORT CIRCUIT VALUE: 7.162 KAIC
LENGTH: 145FT
VOLTAGE: 480V
MINIMUM 2/0 AWG
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-4A
DATE: 07/03/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
REVISION 09/05/2024 K
REVISION 09/27/2024 L
ELECTRICAL LINE
DIAGRAM
PV-4A
ELECTRICAL LINE DIAGRAM
SCALE: NTS
1
NORTH
1600A
MAIN CIRCUIT BREAKER RATING:
SERVICE INFO
MAIN SERVICE VOLTAGE:
MAIN SERVICE PANEL:
MAIN SERVICE LOCATION:
480V
1600A
NOTE: INVERTERS #1, #2, #3, #4, #5, #6, #7, #8 & #9
HAVE SAME WIRE CALCULATIONS.
UTILITY PROVIDER:SOUTHERN CALIFORNIA EDISON
NOTE: TAG NO 14 & 15 HAVE FOUR PARALLEL SET OF 2.5" DIA AND
2.0" DIA CONDUIT AND EACH CONDUIT HAVE 4 CABLES (L1, L2, L3 )
1851 E Deere Ave
11/13/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-4B
DATE: 07/03/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
N
T
A
A
N
A
,
CA
92
7
0
5
ME
D
T
R
O
N
I
C
,
I
N
C
CO
M
M
E
R
C
I
A
L
SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
REVISION 09/05/2024 K
REVISION 09/27/2024 L
ELECTRICAL
CALCULATIONS
PV-4B
ELECTRICAL CALCULATION
SCALE: NTS
1
ID TYPICAL INITIAL CONDUCTOR
LOCATION
FINAL CONDUCTOR
LOCATION CONDUCTOR CONDUIT PARALLEL
CONDUCTORS
CURRENT-CARRYING
CONDUCTORS IN
CONDUIT
CONDUIT FILL
PERCENT OCPD EGC TEMP. CORR.
FACTOR
CONDUIT FILL
FACTOR
CONT.
CURRENT
MAX.
CURRENT BASE AMP.DERATED
AMP.
TERM. TEMP.
RATING LENGTH VOLTAGE
DROP
1 4 ARRAY INVERTER #1 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 121FT 0.51%
2 4 ARRAY INVERTER #1 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 113FT 0.51%
3 4 ARRAY INVERTER #3 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 113FT 0.51%
4 4 ARRAY INVERTER #3 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 113FT 0.51%
5 4 ARRAY INVERTER #5 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
6 4 ARRAY INVERTER #5 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
7 4 ARRAY INVERTER #6 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
8 4 ARRAY INVERTER #6 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
9 3 ARRAY INVERTER #7 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 97FT 0.46%
10 3 ARRAY INVERTER #7 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 89FT 0.25%
11 3 ARRAY INVERTER #9 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 121FT 0.51%
12 3 ARRAY INVERTER #9 10 AWG PV WIRE COPPER OPEN AIR 1 2 N/A N/A 6 AWG THWN-2,
COPPER 0.76 (53°C)1 13.63A 17.03A N/A N/A 90°C 113FT 0.51%
13 1 INVERTER #1 TO #9 SOLAR LOAD
CENTER 1 AWG THWN-2 COPPER MIN 1.25" Dia EMT 1 3 33.68%100A 8 AWG THWN-2,
COPPER 0.76 (53°C)0.1 79.50A 99.37A 145A 110.2A 90°C 230FT 1.17%
14 1 SOLAR LOAD
CENTER
SERVICE
DISCONNECT 250 KCMIL THWN-2 COPPER MIN 2.5" Dia EMT 4 3 27.10%900A 2/0 AWG THWN-2,
COPPER 0.94 (31°C)0.1 715.50A 894.37A 4 x 255A 4 x 239.7A 75°C 10FT 0.03%
15 1 SERVICE
DISCONNECT
MAIN DISTRIBUTION
PANEL 250 KCMIL THWN-2 COPPER MIN 2.5" Dia EMT 4 4 27.10%N/A N/A THWN-2,
COPPER 0.94 (31°C)0.1 715.50A 894.37A 4 x 255A 4 x 239.7A 75°C 5FT 0.03%
NOTE: TAG NO 14 & 15 HAVE FOUR PARALLEL SET OF 2.5" DIA AND
2.0" DIA CONDUIT AND EACH CONDUIT HAVE 4 CABLES (L1, L2, L3 )
NOTE: INVERTERS #1, #2, #3, #4, #5, #6, #7, #8 & #9
HAVE SAME WIRE CALCULATIONS.
NOTE: THERE WILL BE A SEPARATE GEC ROUTED
FOR SERVICE DISCONNECT.
NORTH
1600A
MAIN CIRCUIT BREAKER RATING:
SERVICE INFO
MAIN SERVICE VOLTAGE:
MAIN SERVICE PANEL:
MAIN SERVICE LOCATION:
480V
1600A
UTILITY PROVIDER:SOUTHERN CALIFORNIA EDISON
NOTE: ALL DC WIRES ARE TO BE RATED 1000V
MINIMUM.
1851 E Deere Ave
11/13/2024
SHEET NAME
SHEET SIZE
SHEET NUMBER
ARCH FULL
24" X 36"
Signature with Seal
PROJECT NAME & ADDRESS
PV-5
DATE: 07/03/2024
REVDATEDESCRIPTION
REVISIONS
BLEED D
18
5
1
E
D
E
E
R
E
A
V
E
SA
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A
A
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,
CA
92
7
0
5
ME
D
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R
O
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,
I
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CO
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SolarCo Energy Inc.
22982 La Cadena Dr #219,
Laguna Hills, CA 92653
Lic#: 1001001
PH. NO.: (949) 482 2232
permits@SolarCoEnergy.com
REVISION 05/31/2024 F
REVISION 06/20/2024 G
REVISION 06/20/2024 H
REVISION 06/26/2024 I
REVISION 07/03/2024 J
REVISION 09/05/2024 K
REVISION 09/27/2024 L
PLACARDS
LABEL LOCATION:
MAIN SERVICE PANEL & UTILITY METER&
SUB PANEL, AC PANEL, AC DISCONNECT
PLACARDS NOTES
1.CEC ARTICLES 690 AND 705 AND CEC SECTION R331 MARKINGS SHOW HEREON
2.ALL MARKINGS SHALL CONSIST OF THE FOLLOWING:
A.UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR
ELECTRO-PLATING
B.RED BACKGROUND COLOR WITH WHITE TEXT AND LINE WORK
C.ARIAL FONT.
3.ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED.
4.SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT USING POP-RIVETS OR
SCREWS.
5.THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED.
6.WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS
AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [CEC 110.21(8) FIELD MARKING].
7.ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS
SHALL BE WEATHER RESISTANT [CFC 605.11.1.3]
CODE : PER CEC 690.54
PANEL BOARD ENERGIES FROM
TWO SOURCES OF AC POWER
SOLAR 715.5A AT 480V &
UTILITY GRID 1600A AT 480V
1 Junction Box
Scale: NTS
2 Solar Load Center
Scale: NTS
DC VOLTAGE IS ALWAYS PRESENT
WHEN SOLAR MODULES
ARE EXPOSED TO SUNLIGHT
3 AC Disconnects
Scale: NTS
WARNING
4 Scale: NTS
CAUTION
POWER TO THIS SERVICE
IS ALSO SUPPLIED FROM
ON-SITE SOLAR/WIND
GENERATION
AC SYSTEM DISCONNECT
CAUTION
ALTERNATE POWER SUPPLY
AC SYSTEM DISCONNECT
WARNING
TURN OFF PHOTOVOLTAIC AC
DISCONNECT PRIOR TO
WORKING INSIDE PANEL
CODE : PER CEC 110.27(C) & OSHA 1910.145(f)(7)
!WARNING
ELECTRICAL SHOCK HAZARD
CODE : PER CEC 110.27(C) & OSHA 1910.145(f)(7)
!
TERMINALS ON THE LINE AND LOAD
SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
WARNING
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
CODE : PER CEC 690.13(B)
!
WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
!
CODE : PER CEC 706.15(C)(4) and CEC 690.13(B)
WARNING
THIS EQUIPMENT FED BY MULTIPLE
SOURCES: TOTAL RATING OF ALL OVER
CURRENT DEVICES EXCLUDING MAIN
POWER SUPPLY SHALL NOT EXCEED
AMPACITY OF BUSBAR
CODE : PER CEC 690.13(B)
!WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
!
CODE : PER CEC 706.15(C)(4) and CEC 690.13(B)
WARNING DUAL POWER SOURCE SECOND
SOURCE IS PHOTOVOLTAIC SYSTEM!
CODE : PER CEC 690.59 and CEC 705.12(D)(3)
!
POWER SOURCE OUTPUT
CONNECTION. DO NOT RELOCATE
THIS OVERCURRENT DEVICE.
CODE : PER CEC 705.12(B)(3)(2)
WARNING
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
CODE : PER CEC 110.27(C) and OSHA 1910.145(f)(7)
!WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
!
CODE : PER CEC 706.15(C)(4) and CEC 690.13(B)
WARNING
SINGLE 120-VOLT SUPPLY
DO NOT CONNECT
MULTI WIRE BRANCH CIRCUITS
!
CODE : PER CEC 706.15(C)(4) and CEC 690.13(B)
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT
CODE : PER CEC 690.13(B)
RAPID SHUTDOWN FOR
SOLAR PV SYSTEM
CODE : PER CEC 690.56(C)(2)
DO NOT DISCONNECT
UNDER LOAD
CODE : PER CEC 690.15(B) and CEC 690.33(D)(2)
LABEL LOCATION:
AC DISCONNECT (UTILITY REQUIREMENT)
LABEL LOCATION:
AC DISCONNECT (UTILITY REQUIREMENT)
5 Conduit
Scale: NTS
!
WARNING
RACEWAY IS ENERGIZED WHENIN
THE OPEN POSITION. DO NOT
RELOCATE OR CUT
!
WARNING
FOR LINE-SIDE TAP: "THE SUM OF THE AMPERE
RATINGS OF ALL OVER CURRENT DEVICES ON
PANEL BOARDS, BOTH LOAD AND SUPPLY DEVICES,
EXCLUDING THE RATING OF THE OVER CURRENT
DEVICE PROTECTING THE BUS BAR, SHALL NOT
EXCEED THE AMPACITY OF THE BUS BAR.
PERMANENT WARNING LABELS SHALL BE APPLIED
TO DISTRIBUTION EQUIPMENT."
THIS EQUIPMENT FED BY MULTIPLE
SOURCES. TOTAL RATING OF ALL OVER
CURRENT DEVICES, EXCLUDING MAIN
SUPPLY OVER CURRENT DEVICE, SHALL
NOT EXCEED AMPACITY OF BUSBAR.
LABEL PER CEC 690.56(C)- PROVIDE AT AC
DISCONCECT FOR RAPID SHUTDOWN COMPLIANT
SYSTEM
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH TO THE
"OFF" POSITION TO
SHUT DOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN THE ARRAY
SOLAR ELECTRIC
PV PANELS
PER CODE: CEC 690.54
PHOTOVOLTAIC SYSTEM AC DISCONNECT
RATED AC OUTPUT CURRENT 715.5 AMPS
NOMINAL OPERATING AC VOLTAGE 480 VOLTS
Main Service Panel
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS LOCATED AS SHOWN.
CAUTION!
(N) SERVICE DISCONNECT
ELECTRICAL ROOM
(E) MAIN SWITCHBOARD
(E) UTILITY METER
(N) SOLAR LOAD CENTER
(N) RAKE (TYP.)
(N) PV MODULE
(N) 9 x SUNNY TRIPOWER CORE1 62-US INVERTERS
(ON ROOF)
SLC
MSBUM
ACD
GEN
MS
B
T
T
T
T
(E) TRANSFORMER
(E) MAIN SWITCHBOARD
(E) 3 x TRANSFORMERS
(E) GENERATOR
PU
L
L
M
A
N
S
T
ELECTRICAL ROOM 2
E DEERE AVE
INV
INV
INV
INV
INV
INV
INV
INV
INV
1851 E Deere Ave
11/13/2024
SolarCo Energy Inc.
08/01/2024
Medtronic, Inc (REVJ)
1851 E Deere Ave, Santa Ana, CA 92705, USA
Plan revisions done after REV C (Approved Plans) noted below.
1.The POI location has been changed from the pull section to between the Meter and Main
Board.
The change can be seen in the ELD page (PV-4).
(The page numbering changed a bit, PV-4 in Rev C is now PV-4A in REV J and PV-4A in
REV C is now PV-4 in REV J.
2.The neutral line from the inverter has been removed, it was optional. The wire schedule has
been updated as well.
Changes can be seen in PV-4A and PV-4B.
3.A page has been inserted, PV-3B. That page has the tap details.
4.The Production meter has been removed. Change can be seen in PV-4A and PV-4B.
5.The location of the ACD has Solar Load Center has been changed.
6. The Fault Current Calculations have been added to the plans, see PV-11.
1851 E Deere Ave
11/13/2024
Partner Name:SolarCo Energy Inc.
Project Name:Medtronic
Project Location:1851 E Deere Ave, Santa Ana, CA 92705, USA
Racking System:clawFR 10 Degree
Structural Calculations for Roof-Mounted Solar Array
Submittal Release: Rev 3
Engineering Seal
10/16/2024
APPROVED FOR CONSTRUCTION 1851 E Deere Ave
11/13/2024
5.0 Design Loads - Wind (Cont.):
5.1.2 Global Wind Shear Summary Table:
Mechanical attachments may be required for several reasons including building code, roof load limits and array shape. The
table below provides the mechanical attachment requirements for each sub-array within this project.
Applied Load Resisting Load Code Check
Sub-
Array
Name
FL-D =
Wind
Uplift
(lbs.)
FD =
Wind
Drag
(lbs.)
DL =
Total
Dead
Load
(lbs.)
Maximum
Allowable
Mechanical
Attachment
Strength (lbs.)
Total MA
Capacity
(lbs.)
Check
Calculated
Factor of
Safety*
Check
1.1 5,153 1,908 11,151 650 0 2.37 OK
2.2 5,210 1,809 11,143 650 4,550 3.37 OK
2.3 9,412 3,620 24,526 650 9,100 3.86 OK
2.4 16,326 4,730 40,105 650 14,950 3.99 OK
2.5 9,381 3,840 27,182 650 9,750 4.16 OK
2.6 15,651 4,504 38,496 650 13,650 3.95 OK
Total:61,133 lbs.20,411 lbs.152,604 52,000 lbs.
Table 5.2 Summary of Mechanical Attachment Requirements
* Back calculated factor of safety provided to determine factor of safety applied to dead load in lieu of 0.6 in ASCE 7-16 equation 7, BACK
CALCULATED FACTOR OF SAFETY = (DEAD LOAD+MECHANICAL ATTACHMENT)/(((.6)WIND SHEAR/FRICTION)+(.6)WIND
UPLIFT)
10/16/2024
APPROVED FOR CONSTRUCTION
10
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
6.0 Design Loads - Downward:
6.1 Downward Wind Load Calculation:
WLin = qz * Am * GCP * cos θ
Where:
qz =19.25 psf (Ref. Section 3.1, Wind Load Data)
Am =27.64 sq.ft.(Single Module Area)(Ref. Section 1.1, General Project
Information)
θ =8.99 deg.(Ref. Section 1.1, General Project
Information)
GCP =1.13 (Inward)(Proprietary Wind Tunnel Data)
GCP =0.30 (Inward with snow)(ASCE, Fig. 30.3-5A)
WLin(no snow) = 594 lbs./module
WLin(with snow) = 158 lbs./module
Contact Base by Location: Contact Pad by Information:
1 =South Distance Between C.C. outer Pads =12.5 in.
2 =Interior Typical Pad Area =9 sq.in.
3 =2nd from North
4 =North
6.2 Racking Dimensions for Point Loads:
Inter-Module Support
spacing (S) = 48.62 in.
Inter-Column Support
Spacing (L) = 41.34 in.
Fig. 6.1 Typical Array Plan View
(Section A-A) on Next Page
10/16/2024
APPROVED FOR CONSTRUCTION
11
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
6.0 Design Loads - Downward (Cont.):
6.2 Racking Dimensions for Point Loads (Cont.):
Fig. 6.2 Section A-A
6.3 Point Load Summary:Notes:
DLsys = 79 lbs./module -Base 2 repeat for larger width arrays.
Total DL = (Varies on location and ballast quantity)
SLm = 0 lbs./module
WLin (no snow) = 594 lbs./module
WLin (with snow) = 158 lbs./module
Max Total Load Per Base (lbs.)
load combinations (ASD)
Location Base
DL + Snow DL + 0.6Wlin DL + 0.75SLm + 0.75(0.6WLin)
South 1 66 155 84
Interior 2 171 349 206
2nd From North 3 142 321 178
North 4 130 219 148
Table 6.1-A Max Total Load per Base (lbs.)
Max Contact Pressure Table Per Base (psi)
load combinations (ASD)# of
Pads Location Base
DL + Snow DL + 0.6Wlin DL + 0.75SLm + 0.75(0.6WLin)
South 1 4 8 5
Interior 2 9 19 11
2nd From North 3 8 17 10
2
North 4 7 12 8
South 1 2 4 2
Interior 2 5 9 6
2nd From North 3 4 9 5
4
North 4 4 6 4
Table 6.1-B Max Point Load Summary (psi)
10/16/2024
APPROVED FOR CONSTRUCTION
12
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
7.0 Design Loads - Seismic:
Seismic Calculations per ASCE 7-16, Chapter 11 - Seismic Design Criteria
Chapter 13 - Requirements for Nonstructural Components
7.1 Seismic Load Data:
Site Class :D (Ref. Project Information)
Seismic Design Category :D (ASCE, Tables 11.6-1 and 11.6-2)
Short Period Spectral Resp. (5%) (Ss) :1.266 (Ref. Project Information)
1s Spectral Response (5%) (S1) :0.454 (Ref. Project Information)
Bldg. Seismic Imp. Factor (Ie) =1 (ASCE, Table 1.5-2)
Adj. MCE Spec. Resp. (Short) (Sms) =Fa*Ss =1.519 (ASCE, Eqn. 11.4-1)
Adj. MCE Spec. Resp. (1 sec.) (Sm1) =Fv*S1 =0.838 (ASCE, Eqn. 11.4-2)
Short Period Spectral Response (Sds) =2/3(Sms) =1.013 (ASCE, Eqn. 11.4-3)
One Second Spectral Response (Sd1) =2/3(Sm1) =0.559 (ASCE, Eqn. 11.4-2)
Component Seismic Imp. Factor (Ip) =1 (ASCE, Sec. 13.1.3)
Repsonse Modification Factor (Rp) =2.5 (ASCE, Table 13.6-1)
Amplification Factor (ap) =1 (ASCE, Table 13.6-1)
7.2 Seismic Design Equations:
Lateral Force (Fp) =(ASCE, Eqn. 13.3-1)
Lateral Force (FPLmin) =(ASCE, Eqn. 13.3-3)
Lateral Force (FPLmax) =(ASCE, Eqn. 13.3-2)
Vertical Force (Fpv)) =(ASCE, Eqn. 12.4-4)
Lateral Resisting Force (FRL)* =(Factored Load, ASD)
Vertical Resisting Force (FRV) =(Factored Load, ASD)
* Frictional resistance due to the components weight may be used to resist lateral forces caused by seismic loads.
10/16/2024
APPROVED FOR CONSTRUCTION
13
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
7.0 Design Loads - Seismic (Cont.):
7.3 Lateral Seismic Force Check:
The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and array
shape all may come into play when determining their need. The table below provides the mechanical attachment requirements for
each sub-array within this project.
Nomenclature:
WP = Sub-Array Weight
FPL = Lateral Seismic Force
FRL = Lateral Seismic Resisting Force
Array Information Lateral Force Verification Results
Sub-
Array
Name
WP
(lbs.)
FPL
(lbs.)
FRL
(lbs.)
0.7 FPL -
FRL (lbs.)
MA's
Required
Total MA
Capacity
(lbs.)
MA's
Provided Acceptable
1.1 11,151 5,421 2,539 1,255 0 0 0 Yes
2.2 11,143 5,417 0 3,792 6 4,550 7 Yes
2.3 24,526 11,923 0 8,346 13 9,100 14 Yes
2.4 40,105 19,497 0 13,648 21 14,950 23 Yes
2.5 27,182 13,215 0 9,250 15 9,750 15 Yes
2.6 38,496 18,714 0 13,100 21 13,650 21 Yes
Totals:152,604 lbs 74,187 lbs.2,539 lbs.49,392 lbs.76 52,000 80
Table 7.1 -Summary of Mechanical Attachment Requirements
* MA's Required = 0.7 FPL-FRL/MA strength
10/16/2024
APPROVED FOR CONSTRUCTION
14
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
7.0 Design Loads - Seismic (Cont.):
7.3.1 Seismic Displacement of Unattached Solar Arrays:
Per ASCE 7-16, Section 13.6.12, the use of non-linear response history(NLRH) analysis is
permitted to determine the seismic displacement of non-structural components located on
the roof.
μ =specific to each array, see table 7.3
Roof Pitch :specific to each array, see table 7.3
lp =1 for all arrays
le =1 for all arrays
PanelClaw, Inc. has engaged the services of a 3rd party consulting engineer to perform
NLRH analysis on its clawFR and clawFRplus product. Utilizing that analysis, and the
report contained in the Appendix of this package, we are able to determine the displacement
of the arrays during seismic events, for the system design life of 25 years. The distance,
called Δ MPV, noted below represents the displacement due to the maximum seismic event
with a 700 year MRI. The Δ MPV also incorporates the cumulative displacements, over the
arrays design life, of smaller seismic events. As a company policy, PanelClaw, Inc., limits
the use of this data to Δ MPV displacement of 48" or less.
ΔMPV distances are derived from App. B, "Executive Summary: Seismic Displacement
Demand of Unattached (ballast-only) Solar Arrays."
Using the ΔMPV value above, ASCE 7-16 has adopted the following equations to set the
minimum separation between unattached solar arrays and rooftop obstructions. Table 7.3
below lists the required separation.
ARRAY CLEARANCES PER ASCE 7
Condition #Condition Description Minimum Separation Equation
1 Between separate solar arrays of similar construction (0.5)(Mpv)
2 Between a solar array and a fixed object on the roof or solar array of different construction (Mpv)
3 Between a solar array and a roof edge with a qualifying parapet (Mpv)
4 Between a solar array and a roof edge without a qualifying parapet (2.0)(Mpv) >= 4 ft
NOTE: YOU SHOULD PROVIDE SUFFICIENT SLACK IN ARRAY ELECTRICAL WIRING TO ACCOMMODATE ALL POTENTIAL ARRAY MOVEMENT.
10/16/2024
APPROVED FOR CONSTRUCTION
15
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
7.0 Design Loads - Seismic (Cont.):
7.3.1 Seismic Displacement of Unattached Solar Arrays (Cont.):
Sub-Array Information Required Clearances per
Condition (in)
Min. Provided Clearance per
Condition (in)
Is Provided Clearance
Acceptable (Y/N)
Sub-Array
Name(s)
μ
=
Slope
(deg)
ΔMPV
(in)
1 2 3 4 1 2 3 4 1 2 3 4
1.1 0.71 1 6 3 6 6 48 N/A 15 54 54 N/A Y Y Y
Table 7.3 - Sub-Array predicted movement, required clearances, provided clearances, and acceptance
10/16/2024
APPROVED FOR CONSTRUCTION
16
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
7.0 Design Loads - Seismic (Cont.):
7.4 Vertical Seismic Force Check:
Mechanical attachments may be required for several reasons including building code, roof load limits and array shape. The table
below provides the mechanical attachment requirements for each sub-array within this project.
Nomenclature:
WP = Sub-Array Weight
FPV = Vertical Seismic Force
FRV = Vertical Seismic Resisting Force
Array Information Vertical Force Verification Results
Sub-
Array
Name
WP
(lbs.)
FPV
(lbs.)
FRV
(lbs.)
0.7 FPV -
FRV (lbs.)
MA's
Required
Total MA
Capacity
(lbs.)
Total
MA's
Provided
Acceptable
1.1 11,151 2,259 6,691 -5,109 0 0 0 Yes
2.2 11,143 2,257 6,686 -5,106 0 1,845 7 Yes
2.3 24,526 4,968 14,716 -11,238 0 5,243 14 Yes
2.4 40,105 8,124 24,063 -18,376 0 7,653 23 Yes
2.5 27,182 5,506 16,309 -12,455 0 3,474 15 Yes
2.6 38,496 7,798 23,097 -17,639 0 6,524 21 Yes
Total:
152,604
lbs.30,911 lbs.91,562 lbs.-69,924 lbs.0 24,739 80
Table7.2 - Summary of Mechanical Attachment Requirements
* MA's Required = 0.7 FPV - FRV/MA strength
10/16/2024
APPROVED FOR CONSTRUCTION
17
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix A
Appendix A18
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix A 19
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Table of Contents
Section:Page #
10/16/2024
APPROVED FOR CONSTRUCTION
2
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1.0 Project Information 4
1.1 General 4
1.2 Building Information 4
1.3 Structural Design Information 5
2.0 Snow Load 6
2.1 Snow Load Data 6
2.2 Snow Load Per Module 6
3.0 Wind Load 7
3.1 Wind Load Data 7
3.2 Roof / Array Zone Map 7
3.3 Wind Design Equations 7
4.0 Design Loads - Dead 8
4.1 Dead Load of the Arrays 8
5.0 Design Loads - Wind 9
5.1.1 Global Wind Uplift Summary Table 9
5.1.2 Global Wind Shear Summary Table 10
6.0 Design Loads - Downward 11
6.1 Downward Wind Load Calculation 11
6.2 Racking Dimensions for Point Loads 11
6.3 Point Load Summary 12
7.0 Design Loads - Seismic 13
7.1 Seismic Load Data 13
7.2 Seismic Design Equations 13
7.3 Lateral Seismic Force Check 14
7.3.1 Seismic Displacement of Unattached Solar Arrays:15
7.4 Vertical Seismic Force Check 17
1851 E Deere Ave
11/13/2024
Appendix A 20
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix A 21
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix A 22
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix A 23
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix A 24
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix B
Appendix B25
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix B26
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix B27
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix B28
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix B29
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix:
A. Wind Tunnel Tests and Load Analysis for PANELCLAW ROOF MOUNT 10° TILT SOUTH-FACING, CPP Project 19784, Dated 16
April 2024.
B. Seismic displacement demand of unattached (ballast-only) solar arrays
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APPROVED FOR CONSTRUCTION
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PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix B30
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
Appendix B31
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
1.0 Project Information:
1.1 General:
Project Name:Medtronic
Project Location:1851 E Deere Ave, Santa Ana, CA 92705,
USA
Racking System:clawFR 10 Degree
Module:ADANI ASB-M10-144-535
Module Weight:61.73 lbs.
Module Tilt:8.99 deg.
Module Width:44.61 in.
Module Length:89.21 in.
Module Area:27.64 sq.ft.
Ballast Block Weight:32.60 lbs.
1.2 Building Information:
Roof Name Height (ft.)Parapet Height (ft.)
Roof 1 20 5.0
Roof 2 30 4.0
Sub-Array Name Pitch (deg.)Membrane Material Coeff. of Friction (μ)
1.1 1 PVC 0.71
2.2 1 PVC 0.71
2.3 1 PVC 0.71
2.4 1 PVC 0.71
2.5 1 PVC 0.71
2.6 1 PVC 0.71
10/16/2024
APPROVED FOR CONSTRUCTION
4
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
1.0 Project Information (Cont.):
1.3 Structural Design Information:
ASCE Code:ASCE 7-16
Building Code:2022 CBC
Risk Cat.:II
Basic Wind Speed (V):95 mph
Exposure Category:C
Ground Snow Load (Pg):0 psf
Is:1
Site Class:D
Short Period Spectral Resp. (5%) (Ss):1.266
1s Spectral Response (5%) (S1):0.454
Ie:1
Ip:1
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APPROVED FOR CONSTRUCTION
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PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
2.0 Snow Load:
Snow Calculations per ASCE 7-16, Chapter 7
2.1 Snow Load Data:
Ground Snow Load (Pg)=0.00 psf (ASCE, Figure 7.2-1)
Exposure Factor (Ce)=1 (ASCE, Table 7.3-1)
Thermal Factor (Ct)=1.2 (ASCE, Table 7.3-2)
Importance Factor (Is)=1 (ASCE, Table 1.5-2)
Flat Roof Snow Load (Pf) =0.7*Pg*Ce*Ct*Is=0.00 psf (ASCE 7.3-1)
Min Snow Load for Low Slope Roof =Pg*Is =0.00 psf (ASCE 7.3.4)
Snow Load on Array (SLA) =0.00 psf
SLA
Fig. 2.1 - Uniform Roof Snow Load on Array
2.2 Snow Load Per Module:
Snow Load per Module (SLM) =Module Projected Area SLA
Where;
Module Projected Area (Amp) = Module Area * Cos(Module Tilt)
Where;
Module Area =27.64 sq.ft.
Module Tilt =8.99 deg.
Amp =27.30 sq.ft.
SLM = Amp SLA = 0.00 lbs.
10/16/2024
APPROVED FOR CONSTRUCTION
6
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
3.0 Wind Load:
Wind Analysis per ASCE 7-16- Wind Tunnel Procedure, Chapter 31
3.1 Wind Load Data:
Basic Wind Speed (Vult) =95 mph (ASCE, Fig. 26.5-1)
Exposure Category:C (ASCE, Sec. 26.7.3)
Topographic Factor (Kzt) =1 (ASCE, Fig. 26.8-1)
Directionality Factor (Kd) =0.85 (ASCE, Table 26.6-1)
Exposure Coefficient (Kz) =0.90 (ASCE, Table 26.10-1)
Ground Elevation Factor (Ke) =1.00 (ASCE, Table 26.9-1)
Velocity Pressure (qz) =0.00256*Kz*Kzt*Kd*Ke*V^2 =17.68 psf (ASCE, Eqn. 26.10-1)
3.2 Roof / Array Zone Map:
Figure 3-1. South corner zones – 90-180° wind directions Figure 3-2. North corner zones – 0- 90° wind direction
Roof Zone Map Dimensions per CPP Wind Tunnel Study
Height (ft.)LB* (ft.)Velocity Pressure (qz) (psf)
20 20.00 17.68
30 30.00 19.25
*LB = Characteristic length per wind tunnel study
3.3 Wind Design Equations:
FL = qz Aref GCL FL = sum of lift on panel and deflector.
FD = qz Aref GCD FD = sum of drag on panel and deflector.
FL - D Companion = qz Aref GCL - D Companion
FD - L = The accompanying uplift corresponding to maximum
drag.
Where
qz = Velocity Pressure (Ref. Section 3.1, Wind Load)
Aref = Module Area (Ref. Section 1.1, General)
GCL GCD , GCL-D Companion= Vary and related to wind zone map (Proprietary Wind Tunnel Coefficients)
10/16/2024
APPROVED FOR CONSTRUCTION
7
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
4.0 Design Loads - Dead:
There are two categories of dead load used to perform the structural analysis of the PanelClaw racking system; Dead Load of the Array (DLA) and
Dead Load of the Components (DLC).
DLA is defined as the weight of the entire array including all of the system components and total ballast used on the array.
DLC is defined as the weight of the modules and the racking components within an array. The DLC does not include the ballast used to resist loads
on this array.
4.1 Dead Load of the Arrays:
Array Information Results
Sub-
Array
Name
Number
of
Modules
DLC
(lbs.)
DLA
(lbs.)
DLC
(lbs.)/module
Sub-
Array
Area
(ft.^2)
Sub-Array
Roof
Pressure
(DLC) (psf)
Sub-Array
Roof
Pressure
(DLA) (psf)
Max
Allowable
Pressure on
Roof (psf)
Acceptable?
1.1 104 8,054 11,151 77 3,577 2.25 3.12 100.00 Yes
2.2 75 5,830 11,143 78 2,587 2.25 4.31 100.00 Yes
2.3 180 14,029 24,526 78 6,202 2.26 3.95 100.00 Yes
2.4 276 21,588 40,105 78 9,502 2.27 4.22 100.00 Yes
2.5 184 14,468 27,182 79 6,333 2.28 4.29 100.00 Yes
2.6 270 21,022 38,496 78 9,305 2.26 4.14 100.00 Yes
Total: 1089 84,991 lbs.152,604 lbs.
*Racking component weight range between 13 to 15 pounds per module
Table 4.1 - Array Dead Loads and Roof Pressures
10/16/2024
APPROVED FOR CONSTRUCTION
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PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024
5.0 Design Loads - Wind:
5.1.1 Global Wind Uplift Summary Table:
The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and
array shape all may come into play when determining their need. The table below provides the mechanical attachment
requirements for each sub-array within this project.
Applied Load Resisting Load Code Check
Sub-
Array
Name
FL = Total
Wind
Uplift (lbs.)
DL =
Total Dead
Load (lbs.)
Maximum Allowable
Mechanical Attachment
Strength (lbs.)
Total MA
Capacity
(lbs.)
Calculated
Factor of
Safety*
Check
1.1 10,416 11,151 N/A 0 1.78 OK
2.2 11,929 11,143 525 1,845 1.81 OK
2.3 26,024 24,526 525 5,243 1.91 OK
2.4 44,125 40,105 525 7,653 1.80 OK
2.5 28,704 27,182 525 3,474 1.78 OK
2.6 41,939 38,496 525 6,524 1.79 OK
Total:163,137 lbs.152,604 lbs. 24,739 lbs.
Table 5.1 Summary of Mechanical Attachment Requirements
* Back calculated factor of safety provided to determine factor of safety applied to dead load in lieu of 0.6 in ASCE 7-16 equation 7, BACK
CALCULATED FACTOR OF SAFETY = (DEAD LOAD+MECHANICAL ATTACHMENT)/(.6)WIND LOAD
10/16/2024
APPROVED FOR CONSTRUCTION
9
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1851 E Deere Ave
11/13/2024