HomeMy WebLinkAbout1330 E Seventeenth St - Plan..
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Bldg #101120775
Elect #20183938
APPROVALS:
PLNG - P. Raj
BLDG - K. Ahangian
PUBLIC WORKS - Y. Soto
ELECT - M. Smith
1330 E Seventeenth
St4/10/2025
1330 E Seventeenth
St4/10/2025
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1330 E Seventeenth
St4/10/2025
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION: SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION 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 MINIMUM SEPARATION DISTANCE (IN.)
BETWEEN SEPARATE SOLAR ARRAYS OF SIMILAR CONSTRUCTION (0.5) (Mpv)4
BETWEEN A SOLAR ARRAY AND A FIXED OBJECT ON THE ROOF OR SOLAR ARRAY OF DIFFERENT
CONSTRUCTION
(Mpv)7
BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITH A QUALIFYING PARAPET (Mpv)7
BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITHOUT A QUALIFYING PARAPET (2.0) (Mpv) >= 4ft 48
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-22 BALLAST LAYOUT - 1 TO 15
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)1.303
Mapped Acceleration Parameter(S1)0.464
Seismic Site Class D
Design Spectral Acceleration Parameter (Sds)1.042
Design Spectral Acceleration Parameter (Sd1)0.568
Seismic Design Category (SDC)D
Basic seismic-force-resisting system(s)ASCE 7 sec. 13.6.12
Base Design Shear = Fp x W 0.50 W
Response Modification Factor (R)2.5
Analysis Procedure ASCE 7 sec. 13.6.12
Design Code (with local amendments)2022 CBC
-ASCE 7 - 16
ALTERNATE DESIGN METHOD
-SEAOC PV2
1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines
AERIAL PHOTO / SITE DIAGRAM
THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST
BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR
THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY. THE INSTALLER IS RESPONSIBLE FOR THE
SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION. THEREFORE, THE INSTALLER
MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS (SEE GENERAL NOTE #10)
TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED
IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL
(SEE GENERAL NOTE #2). THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, AND
TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS, REGULATIONS, AND
CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK.
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
COVER SHEET
PC-11
24.05.14.1 v3.0.9405.5.2
1
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TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.3
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 26
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 13.78
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 60
Module Connector 52
Rail 71
Cam 52
Cam Claw 52
Deflector 26
Base Pad 0
Ballast Block 25
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 3079
ARRAY AREA (SQ. FT)892
ARRAY LOAD (PSF) 3.45
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.3
PC-101
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.3
PC-10
1
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1/6" = 1'-0"
2
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1
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1
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1
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1
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2
2
45.81'
29.92'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 8
SOUTH ASSEMBLY 8
MIDDLE ASSEMBLY 36
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.4
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 48
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 25.44
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 132
Module Connector 96
Rail 165
Cam 96
Cam Claw 96
Deflector 48
Base Pad 0
Ballast Block 48
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 5835
ARRAY AREA (SQ. FT)1641
ARRAY LOAD (PSF) 3.56
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.4
PC-111
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.4
PC-11
1
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1/12" = 1'-0"
22
2
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1
2
2
11
1
1
2
11
2
111
2
111
2
22
2
12
2
2
2
22.87'
134.82'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 34
SOUTH ASSEMBLY 34
MIDDLE ASSEMBLY 26
NORTH SOUTH ASSEMBLY 2
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.5
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 54
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 28.62
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 144
Module Connector 108
Rail 162
Cam 108
Cam Claw 108
Deflector 54
Base Pad 0
Ballast Block 26
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 5598
ARRAY AREA (SQ. FT)1847
ARRAY LOAD (PSF) 3.03
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.5
PC-121
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.5
PC-12
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1/12" = 1'-0"
21
1
1
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111111111111112
1
2
13.70'
134.82'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 36
SOUTH ASSEMBLY 36
MIDDLE ASSEMBLY 36
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
RE
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.6
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 50
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 26.5
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 114
Module Connector 100
Rail 131
Cam 100
Cam Claw 100
Deflector 50
Base Pad 0
Ballast Block 35
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 5482
ARRAY AREA (SQ. FT)1715
ARRAY LOAD (PSF) 3.20
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.6
PC-131
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.6
PC-13
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1
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2
2
1
1
1
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1
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50.40'
52.40'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 14
SOUTH ASSEMBLY 14
MIDDLE ASSEMBLY 72
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
RE
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.7
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 26
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 13.78
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 62
Module Connector 52
Rail 69
Cam 52
Cam Claw 52
Deflector 26
Base Pad 0
Ballast Block 19
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 2881
ARRAY AREA (SQ. FT)891
ARRAY LOAD (PSF) 3.23
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.7
PC-141
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.7
PC-14
1
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MM
20
2
4
-
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5
-
2
8
1/6" = 1'-0"
2
1
1
1
1
1
2
1
1
1
2
1
2
2
27.46'
37.41'ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 10
SOUTH ASSEMBLY 10
MIDDLE ASSEMBLY 32
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.8
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 186
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 98.58
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 422
Module Connector 372
Rail 490
Cam 372
Cam Claw 372
Deflector 186
Base Pad 0
Ballast Block 122
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 20128
ARRAY AREA (SQ. FT)6381
ARRAY LOAD (PSF) 3.15
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.8
PC-151
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.8
PC-15
1
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8
1/12" = 1'-0"
21
1
1
1
1
2
11
1
1
1
1
2
2
1
1
1
1
1
1
1
1
1
1
2
1
2
2
1
1
1
1
1
1 2
2
2
2
1
1
1
1
2
2
1
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2
1
2
2
1
1
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1
1
1
1
2
1
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1
1
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2
2
1
1
2
1
12
2
2
1
2
1
2 1
1
2
1
2
2
2
2
87.10'
134.82'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 50
SOUTH ASSEMBLY 50
MIDDLE ASSEMBLY 272
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.9
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 106
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 56.18
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 230
Module Connector 212
Rail 255
Cam 212
Cam Claw 212
Deflector 106
Base Pad 0
Ballast Block 48
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 10709
ARRAY AREA (SQ. FT)3639
ARRAY LOAD (PSF) 2.94
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.9
PC-161
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.9
PC-16
1
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2
4
-
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8
1/6" = 1'-0"
2
1
1
2
1
2
2
2
1
1
1
1
2
1
1
1
1
1
2
1
1
1
1
1
1
1
1
1
1
2
2
1
1
2
1
1
2
73.33'
67.38'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 18
SOUTH ASSEMBLY 18
MIDDLE ASSEMBLY 176
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.10
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 18
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 9.54
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 46
Module Connector 36
Rail 53
Cam 36
Cam Claw 36
Deflector 18
Base Pad 0
Ballast Block 17
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 2134
ARRAY AREA (SQ. FT)616
ARRAY LOAD (PSF) 3.46
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.10
PC-171
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.10
PC-17
1
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7
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MM
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
2
1
11
1
1
1
1
2
2
2
2
27.46'
37.41'ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 8
SOUTH ASSEMBLY 8
MIDDLE ASSEMBLY 18
NORTH SOUTH ASSEMBLY 2
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.11
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 34
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 18.02
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 80
Module Connector 68
Rail 95
Cam 68
Cam Claw 68
Deflector 34
Base Pad 0
Ballast Block 42
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 4336
ARRAY AREA (SQ. FT)1166
ARRAY LOAD (PSF) 3.72
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.11
PC-181
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.11
PC-18
1
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MM
20
2
4
-
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5
-
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8
1/6" = 1'-0"
21
2
1
1
1
1
2
2
1
21
12
22
22
22
22
12
1
2
59.57'
37.41'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 10
SOUTH ASSEMBLY 10
MIDDLE ASSEMBLY 46
NORTH SOUTH ASSEMBLY 2
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.12
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 36
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 19.08
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 86
Module Connector 72
Rail 103
Cam 72
Cam Claw 72
Deflector 36
Base Pad 0
Ballast Block 32
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 4190
ARRAY AREA (SQ. FT)1234
ARRAY LOAD (PSF) 3.40
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.12
PC-191
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.12
PC-19
1
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MM
20
2
4
-
0
5
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8
1/6" = 1'-0"
21
2
1
2
1
2
1
1
1
1
2
2
1
1
1
1
1
2
2
1
1
2
27.46'
52.40'ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 14
SOUTH ASSEMBLY 14
MIDDLE ASSEMBLY 44
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
RE
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
SITE MAP A
PC-2NTS
RACKING CONSTRUCTION SET
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
PROJECT SUMMARY
PC-21
24.05.14.1 v3.0.9405.5.2
clawFRplus 10 Degree - 29 cm
PROJECT PART QUANTITY
ITEM PART NUMBER QTY
Base 500050202 1994
BASE, 02, CFR
Module Connector 500063304 1700
MODULE CONNECTOR, 1150, 10D, CFRP
Rail 2000895 2308
RAIL, 2500, CFR
Cam 5000630 1700
CAM, 10D, CFRP
Cam Claw 2000854 1700
CAM CLAW, CFRP
Deflector 200088705 850
DEFLECTOR, 10D, 2300, CFR
Bolt 2000697 8459
BLT, HEX FLG, TRI, M6X16, GR8.8, PATCH
Base Pad 2000678 0
PAD, BASE, CFR
CONCRETE MASONRY UNIT N/A 656
BLOCK, CONCRETE, 32.6 LB, - Xin x 8in x 16in NOMINAL, PARTNER SUPPLIED, SEE INSTALLATION MANUAL
APPROVED FOR CONSTRUCTION
PROJECT SUMMARY
MODULE TYPE CANADIAN SOLAR CS6W-530MB-AG
MODULE DIMENSIONS (IN.)89.21 X 44.65 X 1.38
NUMBER OF MODULES 850
MODULE WATTAGE (W STC)530
SYSTEM SIZE (kW STC)450.5
SYSTEM WEIGHT (LB)95399
SYSTEM AREA (SQ FT.)29146
AGGREGATE SYSTEM LOAD (PSF)3.27
NUMBER OF ARRAYS 15
ARRAY TILT (DEG)8.99
1
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Roof 1
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.13
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 8
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 4.24
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 24
Module Connector 16
Rail 27
Cam 16
Cam Claw 16
Deflector 8
Base Pad 0
Ballast Block 16
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 1234
ARRAY AREA (SQ. FT)273
ARRAY LOAD (PSF) 4.52
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.13
PC-201
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.13
PC-20
1
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MM
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
3
2
3
2
222
13.70'
29.92'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 4
SOUTH ASSEMBLY 4
MIDDLE ASSEMBLY 4
NORTH SOUTH ASSEMBLY 4
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.14
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 10
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 5.3
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 26
Module Connector 20
Rail 30
Cam 20
Cam Claw 20
Deflector 10
Base Pad 0
Ballast Block 15
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 1368
ARRAY AREA (SQ. FT)342
ARRAY LOAD (PSF) 4.00
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.14
PC-211
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.14
PC-21
1
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6
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7
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L
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MM
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
2
2
1
2
2
2
2
2
18.28'
22.42'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 6
SOUTH ASSEMBLY 6
MIDDLE ASSEMBLY 8
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.15
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 6
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 3.18
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 18
Module Connector 12
Rail 20
Cam 12
Cam Claw 12
Deflector 6
Base Pad 0
Ballast Block 13
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 958
ARRAY AREA (SQ. FT)205
ARRAY LOAD (PSF) 4.68
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.15
PC-221
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.15
PC-22
1
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6
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7
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MM
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
3
3
23
2
9.11'
22.42'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 6
SOUTH ASSEMBLY 6
MIDDLE ASSEMBLY 0
NORTH SOUTH ASSEMBLY 0
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
#
RACKING CONSTRUCTION SET
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED UPON INFORMATION PROVIDED TO
PANELCLAW. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF THE
SOLAR ARRAY. NOTIFY PANELCLAW OF ANY DISCREPANCIES.
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
ARRAY SITE MAP
PC-32
24.10.25.1 v3.0.9405.9.5 CM
ROOF NAME ROOF SETBACK
(FT.)
ROOF HEIGHT
(FT)
PARAPET
HEIGHT (FT)
ROOF TILT
(DEG)
Roof 1 10.00 20.00 2.0 2
KEEPOUT NAME KEEPOUT
CLEARANCE
(FT.)
KEEPOUT
HEIGHT (IN.)
Group 1 4 24
Group 2 4 96
Group 3 4 72
Group 4 4 48
Group 5 0.5 6
Group 6 2 24
3
2
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5
-
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8
180'
15'
79'1'60'1'39'
105'
40'
219'
319'
134'
23'2'24'
56'
1'
9'
1'2'6'
51'
6'2'1'
9'
0'
12'
1'
33'
1
2
3
4
5
6
7
8
9
10
11
12
TROY E.TURLEY
11/
1
3
/
2
0
2
4
24-0242-3081.1
1330 E Seventeenth
St4/10/2025
'L' RAIL INSTALLATION:
USE THE OUTER SET OF HOLES WHEN INSTALLING RAILS
BETWEEN MODULES.
RAIL ON “L” SPACING IS ALWAYS ON TOP OF RAIL ON “S”
SPACING. THIS INSTALLATION SEQUENCE IS CRITICAL TO
SYSTEM PERFORMANCE. FOR MORE INFORMATION
REVIEW THE INSTALLATION MANUAL AND VIDEOS.
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
18 mm (0.709 in)N
G
32
.
9
m
m
(
1
.
2
9
5
i
n
)
S
(ON-MODULE
BASE SPACING)
L
(BETWEEN-MODULE
BASE SPACING)R
AEBE
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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
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
1
24.05.14.1 v3.0.9405.5.2
INSTALLED ARRAY DIMENSIONS
A B C D G J K M N O P R W X Theta (DEG)D/J (#:1)G.C.R.*
mm 2284 1398 121 278 116 177 209 1120 81 59 92 516 253 137 8.99 1.57 0.81UNITS
inches 89.92 55.05 4.75 10.96 4.56 6.97 8.23 44.10 3.20 2.31 3.61 20 5/16 9.95 5.39 8.99 1.57 0.81
* G.C.R = (PW) / B
INSTALLATION MEASUREMENTS
AEBE S L CAM SPACING*
mm 486 1234 1050 53UNITS
inches 19 1/8 48 9/16 41 5/16 2 1/8
*CAM SPACING SHOWN ON ASSEMBLIES PAGE.
MODULE DIMENSIONS
PL PW PT
mm 2266 1134 35UNITS
inches 89.21 44.65 1.38
PC-4 PC-4
PC-4
TYPICAL ARRAY
DIMENSIONS
PC-4
APPROVED FOR CONSTRUCTION
1
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7
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5
-
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8
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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
EXAMPLE ARRAY CONSTRUCTION F
NTS
RACKING CONSTRUCTION SET
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
ASSEMBLIES
PC-51
24.05.14.1 v3.0.9405.5.2
APPROVED FOR CONSTRUCTION
PC-5
PC-5 PC-5
PC-5 PC-5
PC-5
STANDARD ASSEMBLY QUANTITY
NORTH ASSEMBLY 274
SOUTH ASSEMBLY 274
MIDDLE ASSEMBLY 1132
NORTH SOUTH ASSEMBLY 20
NOTE: ASSEMBLIES IN THIS TABLE USE THE STANDARD 2-PAD BASE
CAM SPACING
mm 53UNITS
inches 2 1/8
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
NOTE:
EXAMPLE BALLASTING SHOWN ON THIS
PAGE IS FOR REFERENCE ONLY AND DO NOT
REFLECT TYPICAL BALLAST PLACEMENT.
REFER TO BALLAST MAP SHEETS FOR ARRAY
SPECIFIC BALLAST REQUIREMENTS.
BASE
RAIL
DEFLECTOR
CAM BRACKET
AND CAM CLAW
TRANSPARENT MODULE
MODULE CONNECTOR
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PR
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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:
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
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
1
APPROVED FOR CONSTRUCTION
PC-6
RACKING
COMPONENTS
24.05.14.1 v3.0.9405.5.2
PC-6
PC-6
PC-6
PC-6
PC-6
PC-6PC-6
1
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7
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8
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
MECHANICAL ATTACHMENT
AT INDICATED LOCATION
NOTE:
EXAMPLE BALLAST AND
ATTACHMENTS SHOWN ON THIS
PAGE ARE FOR REFERENCE
ONLY. REFER TO BALLAST MAP
SHEETS FOR ARRAY SPECIFIC
BALLAST/ATTACHMENT
REQUIREMENTS.
BALLAST QUANTITY:
"#"=QUANTITY OF BALLAST BLOCK INSTALLED
CENTERED 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 HOLD
BALLAST ON MODULES WITH NO BALLAST
SHOWN.
MODULES LONGER THAN 2100 MM
WITH 7 OR 8 BALLAST BLOCKS REQUIRE
TWO (2) RAILS.
6
2
2 2 4
2
85 5
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
ARRAY TOP VIEW B
NTSSCALE:
ARRAY CROSS SECTION VIEW A
NTS
RACKING CONSTRUCTION SET
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
1 PC-7
BALLAST LEGEND
APPROVED FOR CONSTRUCTION
24.05.14.1 v3.0.9405.5.2
PC-7 PC-7
1
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20
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6
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0
7
0
In
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M
M
20
2
4
-
0
5
-
2
8
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
RE
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PR
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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) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 46
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 24.38
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 114
Module Connector 92
Rail 149
Cam 92
Cam Claw 92
Deflector 46
Base Pad 0
Ballast Block 113
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 7745
ARRAY AREA (SQ. FT)1576
ARRAY LOAD (PSF) 4.92
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.1
PC-81
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.1
PC-8
1
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RH
20
2
4
-
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6
-
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7
0
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L
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t
MM
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
31
2
2
3
4
3
2
3
4
2
3
4
1
2
2
1
2
1
34
1
1
2
12
1
5
1
26
4
2
1
24
3
2
4
24
26
3
82.51'
44.90'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 16
SOUTH ASSEMBLY 16
MIDDLE ASSEMBLY 54
NORTH SOUTH ASSEMBLY 6
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
RE
V
DE
S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
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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 1.2
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT) 2.0
ROOF TILT (DEG) 2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 196
MODULE POWER (W) 530
ARRAY OUTPUT (Kw) 103.88
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 436
Module Connector 392
Rail 488
Cam 392
Cam Claw 392
Deflector 196
Base Pad 0
Ballast Block 85
LOADING DETAILS
SINGLE MODULE WT (LB) 71.0
SINGLE CMU WT (LB) 32.6
TOTAL ARRAY WT (LB) 19724
ARRAY AREA (SQ. FT)6727
ARRAY LOAD (PSF) 2.93
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.) 4
CONDITION 2 (in.) 7
CONDITION 3 (in.) 7
CONDITION 4 (in.) 48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.2
PC-91
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.2
PC-9
1
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20
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6
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7
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MM
20
2
4
-
0
5
-
2
8
1/12" = 1'-0"
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
2
1
1
2
2
1
1
2
1
2112
21
2
73.33'
127.33'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 40
SOUTH ASSEMBLY 40
MIDDLE ASSEMBLY 308
NORTH SOUTH ASSEMBLY 4
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
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
EXAMPLE ARRAY CONSTRUCTION F
NTS
RACKING CONSTRUCTION SET
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
ASSEMBLIES
PC-51
24.05.14.1 v3.0.9405.5.2
APPROVED FOR CONSTRUCTION
PC-5
PC-5 PC-5
PC-5 PC-5
PC-5
STANDARD ASSEMBLY QUANTITY
NORTH ASSEMBLY 274
SOUTH ASSEMBLY 274
MIDDLE ASSEMBLY 1132
NORTH SOUTH ASSEMBLY 20
NOTE: ASSEMBLIES IN THIS TABLE USE THE STANDARD 2-PAD BASE
CAM SPACING
mm 53UNITS
inches 2 1/8
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
NOTE:
EXAMPLE BALLASTING SHOWN ON THIS
PAGE IS FOR REFERENCE ONLY AND DO NOT
REFLECT TYPICAL BALLAST PLACEMENT.
REFER TO BALLAST MAP SHEETS FOR ARRAY
SPECIFIC BALLAST REQUIREMENTS.
BASE
RAIL
DEFLECTOR
CAM BRACKET
AND CAM CLAW
TRANSPARENT MODULE
MODULE CONNECTOR
RE
V
DE
S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION.
C
SCALE:
0"1/2"1"2"
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH "D"
1600 OSGOOD ST. SUITE 2023
NORTH ANDOVER, MA 01845
TEL: 978.688.4900
www.panelclaw.com
STAMP:
PREPARED FOR:
PROJECT:
LOCATION:
REVISION:SHEET:
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
SHEET TITLE:
A
B
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
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
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
1
APPROVED FOR CONSTRUCTION
PC-6
RACKING
COMPONENTS
24.05.14.1 v3.0.9405.5.2
PC-6
PC-6
PC-6
PC-6
PC-6
PC-6PC-6
1
Re
v
i
s
e
d
B
a
l
l
a
s
t
M
a
p
L
a
y
o
u
t
RH
20
2
4
-
0
6
-
0
7
0
In
i
t
i
a
l
L
a
y
o
u
t
MM
20
2
4
-
0
5
-
2
8
TROY E.TURLEY
24-0242-3081
7-19-24
1330 E Seventeenth
St4/10/2025
INVERTER UL1741-SB COMPLIANT
ANSI ELEMENT #Pickup Real Level Delay (sec)Curve Description
27 243.87 422.4V 88.0%21.00 Slow UV
27 138.56 240V 50.0%1.50 Fast UV
59 304.84 528V 110.0%13.00 Slow OV
59 332.55 576V 120.0%0.16 Fast OV
81U-1 57.00 57.0Hz 95.0%0.16 Fast UF
81U-2 58.50 58.5Hz 97.5%300.00 Slow UF
81O-1 62.00 62Hz 103.3%0.16 Fast OF
81O-2 60.10 60.1Hz 100.2%300.00 Slow OF
PF Set Point 1.00 Power Factor Control
Var Control OFF Reactive Power
Control
Ramp Rate 10%/1 sec dkw / dt
Freq Control OFF Speed Control
..
\
.
.
\
.
.
\
.
.
\
.
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\
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A
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j
p
g
1330 E Seventeenth
St4/10/2025
“”
”
”
1330 E Seventeenth
St4/10/2025
PF-MH-IFP#2
1330 E Seventeenth
St4/10/2025
⁰
⁰
⁰
⁰
PF-MH-IFP#3
1330 E Seventeenth
St4/10/2025
TABLE 250.102(C)(1)
SIZE OF LARGEST UNGROUNDED CONDUCTOR OR
EQUIVALENT AREA FOR PARALLEL CONDUCTORS
(AWG/KCMIL)
SIZE OF GROUNDED CONDUCTOR OR BONDING
JUMPER (AWG/KCMIL)
COPPER ALUMINUM OR COPPER-CLAD
ALUMINUM COPPER ALUMINUM OR COPPER-CLAD
ALUMINUM
2 OR SMALLER 1/0 OR SMALLER 8 6
1 OR 1/0 2/0 OR 3/0 6 4
2 OR 2/0 4/0 OR 250 4 2
OVER 3/0 THROUGH 350 OVER 250 THROUGH 500 2 1/0
OVER 350 THROUGH 600 OVER 500 THROUGH 900 1/0 3/0
OVER 600 THROUGH 1100 OVER 900 THROUGH 1750 2/0 4/0
OVER 1100 OVER 1750 REFER TO NOTES IN NEC TABLE 250.102(C)(1)
TABLE 250.122
OVERCURRENT DEVICE
CIRCUIT NOT EXCEEDING
(AMPERES)
SIZE (AWG OR KCMIL)
COPPER ALUMINUM
15 14 12
20 12 10
60 10 8
100 8 6
200 6 4
300 4 2
400 3 1
500 2 1/0
600 1 2/0
800 1/0 3/0
1000 2/0 4/0
1200 3/0 250
1600 4/0 350
2000 250 400
2500 350 600
3000 400 600
4000 500 750
1330 E Seventeenth
St4/10/2025
MAXIMUM CONDUIT HARDWARE SPACING
CONDUIT TYPE ENCLOSURE TO
SUPPORT (A)
SUPPORT TO
SUPPORT (B)NEC ARTICLE
ELECTRICAL METALLIC TUBING (EMT)3'10'358
INTERMEDIATE METAL CONDUIT (IMC)3'10'342
RIGID METAL CONDUIT (RMC)3'10'344
LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC)1'4.5'350
PVC (SCH40 & 80) [0.5" - 1"]3'3'352
PVC (SCH40 & 80) [1.25" - 2"]3'5'352
PVC (SCH40 & 80) [2.5" - 3"]3'6'352
PVC (SCH40 & 80) [3.5" - 5"]3'7'352
PVC (SCH40 & 80) [6"]3'8'352
1330 E Seventeenth
St4/10/2025
1330 E Seventeenth
St4/10/2025
RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
TURN RAPID SHUTDOWN
SWITCH TO THE
"OFF" POSITION TO
SHUTDOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN ARRAY
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
PV SYSTEM INSTALLER INFORMATION
INSTALLATION COMPANY:
EMERGENCY PHONE #:
WARNING: PHOTOVOLTAIC
POWER SOURCE
1330 E Seventeenth
St4/10/2025
1330 E Seventeenth
St4/10/2025
PARTNER SECTION
ELECTRICAL DATA | STC*
Nominal Max. Power (Pmax)
Opt. Operating Voltage (Vmp)
Opt. Operating Current (Imp)
Open Circuit Voltage (Voc)
Short Circuit Current (Isc)
Module
CS6W-520MB-AG 520 W 40.5 V 12.84 A 48.4 V 13.70 A 20.2%
Bifacial Gain**
5%546 W 40.5 V 13.48 A 48.4 V 14.39 A 21.2%
10%572 W 40.5 V 14.12 A 48.4 V 15.07 A 22.3%
20%624 W 40.5 V 15.41 A 48.4 V 16.44 A 24.3%
CS6W-525MB-AG 525 W 40.7 V 12.90 A 48.6 V 13.75 A 20.4%
Bifacial Gain**
5%551 W 40.7 V 13.55 A 48.6 V 14.44 A 21.4%
10%578 W 40.7 V 14.21 A 48.6 V 15.13 A 22.5%
20%630 W 40.7 V 15.48 A 48.6 V 16.50 A 24.5%
CS6W-530MB-AG 530 W 40.9 V 12.96 A 48.8 V 13.80 A 20.6%
Bifacial Gain**
5%557 W 40.9 V 13.62 A 48.8 V 14.49 A 21.7%
10%583 W 40.9 V 14.26 A 48.8 V 15.18 A 22.7%
20%636 W 40.9 V 15.55 A 48.8 V 16.56 A 24.8%
CS6W-535MB-AG 535 W 41.1 V 13.02 A 49.0 V 13.85 A 20.8%
Bifacial Gain**
5%562 W 41.1 V 13.68 A 49.0 V 14.54 A 21.9%
10%589 W 41.1 V 14.34 A 49.0 V 15.24 A 22.9%
20%642 W 41.1 V 15.62 A 49.0 V 16.62 A 25.0%
CS6W-540MB-AG 540 W 41.3 V 13.08 A 49.2 V 13.90 A 21.0%
Bifacial Gain**
5%567 W 41.3 V 13.73 A 49.2 V 14.60 A 22.1%
10%594 W 41.3 V 14.39 A 49.2 V 15.29 A 23.1%
20%648 W 41.3 V 15.70 A 49.2 V 16.68 A 25.2%
CS6W-545MB-AG 545 W 41.5 V 13.14 A 49.4 V 13.95 A 21.2%
Bifacial Gain**
5%572 W 41.5 V 13.80 A 49.4 V 14.65 A 22.3%
10%600 W 41.5 V 14.46 A 49.4 V 15.35 A 23.3%
20%654 W 41.5 V 15.77 A 49.4 V 16.74 A 25.5%
* Under Standard Test Conditions (STC) of irradiance of 1000 W/m2, spectrum AM 1.5 and cell tempe-
rature of 25°C.
** Bifacial Gain: The additional gain from the back side compared to the power of the front side at
the standard test condition. It depends on mounting (structure, height, tilt angle etc.) and albedo of
the ground.
ENGINEERING DRAWING (mm)
Rear View
ELECTRICAL DATA | NMOT*
Nominal Max. Power (Pmax)
Opt. Operating Voltage (Vmp)
Opt. Operating Current (Imp)
Open Circuit Voltage (Voc)
Short Circuit Current (Isc)
CS6W-520MB-AG 390 W 38.0 V 10.27 A 45.7 V 11.05 A
CS6W-525MB-AG 394 W 38.2 V 10.32 A 45.9 V 11.09 A
CS6W-530MB-AG 397 W 38.3 V 10.38 A 46.1 V 11.13 A
CS6W-535MB-AG 401 W 38.5 V 10.42 A 46.3 V 11.17 A
CS6W-540MB-AG 405 W 38.7 V 10.47 A 46.5 V 11.21 A
CS6W-545MB-AG 409 W 38.9 V 10.52 A 46.7 V 11.25 A
* Under Nominal Module Operating Temperature (NMOT), irradiance of 800 W/m2,
spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s.
35
23
Mounting Hole
CS6W-530MB-AG / I-V CURVES
7
10
R
9
14
R
ELECTRICAL DATA
Operating Temperature -40°C ~ +85°C
Max. System Voltage 1500 V (IEC/UL) or 1000 V (IEC/UL)
Module Fire Performance TYPE 29 (UL 61730)
or CLASS C (IEC61730)
Max. Series Fuse Rating 30 A
Class A
Power Tolerance
Power Bifaciality*70 %
* Power Bifaciality = Pmaxrear / Pmaxfront, both Pmaxrear and Pmaxfront are tested under STC, Bifaciality
Tolerance: ± 5 %
MECHANICAL DATA
Data
Cell Type Mono-crystalline
Cell Arrangement
Dimensions
Weight 32.2 kg (71.0 lbs)
Front Glass 2.0 mm heat strengthened glass with anti-
Back Glass 2.0 mm heat strengthened glass
Frame Anodized aluminium alloy
J-Box IP68, 3 bypass diodes
Cable 4.0 mm² (IEC), 12 AWG (UL)
Cable Length
(Including Connector)
410 mm (16.1 in) (+) / 290 mm (11.4 in) (-)
or customized length*
Connector T4 or MC4 series
Per Pallet 30 pieces
Per Container (40‘ HQ)600 pieces or 540 pieces (only for US)
* For detailed information, please contact your local Canadian Solar sales and technical
representatives.
Frame Cross Section A-A
TEMPERATURE CHARACTERISTICS
Data
-0.34 % / °C
-0.26 % / °C
0.05 % / °C
Nominal Module Operating Temperature 41 ± 3°C
V
A
V
A
1000 W/m 2
800 W/m 2
600 W/m2
400 W/m2
200 W/m2
5°C
25°C
45°C
65°C
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0
06 55 05 54 04 53 03 52 02 51 01 5 06 55 05 54 04 53 03 52 02 51 01 5
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0
0 ~ + 10 W
products due to the on-going innovation and product enhancement. CSI Solar Co., Ltd. reserves the
right to make necessary adjustment to the information described herein at any time without further
notice.
have professional skills and please carefully read the safety and installation instructions before using
our PV modules.
35
AA
1105
1134
50
50
6-5Grounding
Hole
400
790
1155
8-10x7Mounting
Hole(tracker)
4-14x9
Mounting
Hole
2266
Feb. 2022 | All rights reserved | PV Module Product Datasheet v2.0_F42_J2_NACSI SOLAR (USA) CO., LTD.
C
M
Y
CM
MY
CY
CMY
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CS-Datasheet-BiHiKu6_CS6W-MB-AG_v2.0_F42_J1_NA.pdf 2 1/21/2022 9:51:49 AM
1330 E Seventeenth
St4/10/2025
MORE POWER
MORE RELIABLE
Comprehensive LID / LeTID mitigation
technology, up to 50% lower degradation
Module power up to 545 W 545 W
Minimizes micro-crack impacts
Heavy snow load up to 5400 Pa,
wind load up to 2400 Pa*
Better shading tolerance
30
12Years
Years
BiHiKu6
520 W ~ 545 W
BIFACIAL MONO PERC
CS6W-520|525|530|535|540|545MB-AG
FRONT BACK
Compatible with mainstream trackers,
cost effective product for utility power plant
Up to 12.3 % lower LCOE
Up to 5.2 % lower system cost
PRODUCT CERTIFICATES*
ISO 9001:2015 / Quality management system
ISO 14001:2015 / Standards for environmental management system
ISO 45001: 2018 / International standards for occupational health & safety
MANAGEMENT SYSTEM CERTIFICATES*
products you order or use. Please contact your local Canadian Solar sales representative
in which the products will be used.
*According to the applicable Canadian Solar Limited Warranty Statement.
Enhanced Product Warranty on Materials and Workmanship*
Linear Power Performance Warranty*
1st year power degradation no more than 2%
Subsequent annual power degradation no more than 0.45%
IEC 61215 / IEC 61730 / CE / INMETRO / MCS / UKCA
CEC listed (US California)
UL 61730 / IEC 61701 / IEC 62716 / IEC 60068-2-68
Take-e-way
C
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CM
MY
CY
CMY
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CS-Datasheet-BiHiKu6_CS6W-MB-AG_v2.0_F42_J1_NA.pdf 1 1/21/2022 9:51:49 AM RACKING CONSTRUCTION SET
1330 E Seventeenth
St4/10/2025
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
1330 E Seventeenth
St4/10/2025
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
1330 E Seventeenth
St4/10/2025
15445 Innovation Drive
San Diego, CA 92128
Planning and Building Agency
20 Civic Center Plaza
Santa Ana
CA 92701
2nd April, 2025
Dear Kathy Hernandez,
This letter pertains to the permit for 1330 E Seventeenth St for the installation of a rooftop PV
system in the city of Santa Ana. The permit was originally applied for under the Powerflex
contractor license, and we would like to request that it be transferred to our subcontractors -
Barnum & Celillo Electric, Inc., who will be performing the required work at the site. Their
license number is 599724 and I have uploaded a copy of their city business license as well.
Please let me know if you require any additional information or documents as we work towards
the issuance of this permit.
Thank you for your assistance.
Sincerely,
1330 E Seventeenth
St4/10/2025
CARUSO
TURLEY
SCOTT
structural
engineers
STRUCTURAL
ENGINEERING
EXPERTS
PARTNERS
Sandra Herd, SE, PE, LEED AP
Thomas Morris, SE, LEED AP
Richard Dahlmann, SE, PE
Troy Turley, SE, PE, LEED AP
Brady Notbohm, SE, PE
PROFESSIONAL
REGISTRATION
50 States
Washington D.C.
U.S. Virgin Islands
Puerto Rico
1215 W. Rio Salado Pkwy.
Suite 200
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
www.ctsaz.com
Job No. 24-0242-3081.1 Sheet No. Cover
By DML/TET Date 11/13/24
CLIENT:
1600 Osgood Street
Suite 2023
North Andover, MA 01845
PROJECT:
CA Target T0286 Santa Ana
1330 17th Street
Santa Ana, CA
GENERAL INFORMATION:
BUILDING CODE:
2022 CBC, ASCE 7-16
With SEAOC PV1-2012 and PV2-2017
11/13/202
4
1330 E Seventeenth
St4/10/2025
CARUSO
TURLEY
SCOTT
structural
engineers
STRUCTURAL
ENGINEERING
EXPERTS
PARTNERS
Sandra Herd, SE, PE, LEED AP
Thomas Morris, SE, LEED AP
Richard Dahlmann, SE, PE
Troy Turley, SE, PE, LEED AP
Brady Notbohm, SE, PE
PROFESSIONAL
REGISTRATION
50 States
Washington D.C.
U.S. Virgin Islands
Puerto Rico
1215 W. Rio Salado Pkwy.
Suite 200
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
www.ctsaz.com
Date: November 13, 2024
Mr. Ryan Heil
PanelClaw
1600 Osgood Street, Ste. 2023
North Andover, MA 01845
RE: Evaluation of PanelClaw system
Project Name: CA Target T0286 Santa Ana
CTS Job No.: 24-0242-3081.1
Per the request of Ryan Heil at PanelClaw, CTS was asked to review the
PanelClaw racking system with respect to the system’s ability to resist uplift and
sliding caused by wind and seismic loads.
Wind Evaluation:
PanelClaw has provided CTS with wind tunnel testing performed by CPP, Inc. The
system tested was the “clawFRplus 10 Degree” system. This system consists of
photovoltaic panels installed at a 10 degree tilt onto support assemblies. The
support assemblies consist of a support frame for the PV panels, wind deflectors
and areas for additional mass/weight as required for the ballast loads.
The wind tunnel testing was performed per Chapter 31 of ASCE 7-16. The
parameters of the testing were a flat roof system in both Exposure B and C on a
building with and without parapets. The testing has resulted in pressure and/or
force coefficients that were applied to the velocity pressure qz in order to obtain
the wind loads on the PV system. From the wind load results it is then possible to
calculate the ballast loads required to resist the uplift and sliding forces.
PanelClaw has provided CTS with the excel tool that was developed to obtain the
uplift and sliding forces. CTS has reviewed this tool and the wind forces obtained
to find that the amounts of ballast provided are within the values required.
Furthermore, CTS agrees with the methodologies used to develop the uplift and
sliding forces for the “clawFRplus 10 Degree” system per the wind tunnel testing
results.
Seismic Evaluation for Arrays: 1.2-1.12
Calculations have been provided utilizing the method found in SEAOC PV1 -2012,
Section 9 for the use of non -linear response history analysis to determine the
seismic displacement of non-structural components located on a roof per SEAOC
PV-2012 and ASCE Section 13.6.12. These calculations have determined that the
friction generated from the ballast (allowed per CBC Section 1613.3 and ASCE
Section 13.6.12 per Section 13.4 exception ) is sufficient to restrict displacement
due to seismic forces to acceptable distances, and that no mechanical
attachments are required.
1330 E Seventeenth
St4/10/2025
CARUSO
TURLEY
SCOTT
structural
engineers
STRUCTURAL
ENGINEERING
EXPERTS
PARTNERS
Sandra Herd, SE, PE, LEED AP
Thomas Morris, SE, LEED AP
Richard Dahlmann, SE, PE
Troy Turley, SE, PE, LEED AP
Brady Notbohm, SE, PE
PROFESSIONAL
REGISTRATION
50 States
Washington D.C.
U.S. Virgin Islands
Puerto Rico
1215 W. Rio Salado Pkwy.
Suite 200
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
www.ctsaz.com
Seismic Evaluation for Array 1.1:
CTS was asked to review the PanelClaw system to determine attachments
required to resist seismic loading of the ballasted solar support system on the roof
of the existing building. Following CBC Load Combination 16-16 and ASCE
Section 2.4.5, the Dead Load value has been reduced by subtracting the vertical
component of the seismic forces (0.6*D - 0.14Sds*D). The contribution of friction
due to the component weight was not considered to resist lateral forces caused
by seismic loads per ASCE Section 13.4.
Utilizing this method, calculations have been provided for the number of
mechanical attachments that are required to resist seismic forces that are applied
to the system.
Conclusion:
Therefore, it has been determined that the system as provided by PanelClaw is
sufficient to resist both wind and seismic loads at this project.
Please contact CTS with any questions regarding this letter or attachments.
Respectfully,
Dylan Le Troy Turley, SE, PE, LEED AP
Structural Designer Partner
11/13/202
4
1330 E Seventeenth
St4/10/2025
Partner Name:PowerFlex
Project Name:CA Target T0286 Santa Ana
Project Location:1330 17th Street, Santa Ana, CA, USA
Racking System:clawFRplus 10 Degree
Structural Calculations for Roof-Mounted Solar Array
Submittal Release: Rev 2
Engineering Seal
11/04/2024
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4
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Table of Contents
Section:Page #
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(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
1330 E Seventeenth
St4/10/2025
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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1.0 Project Information:
1.1 General:
Project Name:CA Target T0286 Santa Ana
Project Location:1330 17th Street, Santa Ana, CA, USA
Racking System:clawFRplus 10 Degree
Module:CANADIAN SOLAR CS7N-690TB-AG
Module Weight:83.56 lbs.
Module Tilt:7.81 deg.
Module Width:51.30 in.
Module Length:93.86 in.
Module Area:33.44 sq.ft.
Ballast Block Weight:32.60 lbs.
1.2 Building Information:
Roof Name Height (ft.)Parapet Height (ft.)
Roof 1 20 2.0
Sub-Array Name Pitch (deg.)Membrane Material Coeff. of Friction (μ)
1.1 2 PVC 0.71
1.2 2 PVC 0.71
1.3 2 PVC 0.71
1.4 2 PVC 0.71
1.5 2 PVC 0.71
1.6 2 PVC 0.71
1.7 2 PVC 0.71
1.8 2 PVC 0.71
1.9 2 PVC 0.71
1.10 2 PVC 0.71
1.11 2 PVC 0.71
1.12 2 PVC 0.71
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1.0 Project Information (Cont.):
1.3 Structural Design Information:
ASCE Code:ASCE 7-16
Building Code:2022 CBC
Risk Cat.:II
Basic Wind Speed (V):95 mph
Exposure Category:C
Ground Snow Load (Pg):0 psf
Is:1
Site Class:D
Short Period Spectral Resp. (5%) (Ss):1.303
1s Spectral Response (5%) (S1):0.464
Ie:1
Ip:1
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2.0 Snow Load:
Snow Calculations per ASCE 7-16, Chapter 7
2.1 Snow Load Data:
Ground Snow Load (Pg)=0.00 psf (ASCE, Figure 7.2-1)
Exposure Factor (Ce)=1 (ASCE, Table 7.3-1)
Thermal Factor (Ct)=1.2 (ASCE, Table 7.3-2)
Importance Factor (Is)=1 (ASCE, Table 1.5-2)
Flat Roof Snow Load (Pf) =0.7*Pg*Ce*Ct*Is=0.00 psf (ASCE 7.3-1)
Min Snow Load for Low Slope Roof =Pg*Is =0.00 psf (ASCE 7.3.4)
Snow Load on Array (SLA) =0.00 psf
SLA
Fig. 2.1 - Uniform Roof Snow Load on Array
2.2 Snow Load Per Module:
Snow Load per Module (SLM) =Module Projected Area SLA
Where;
Module Projected Area (Amp) = Module Area * Cos(Module Tilt)
Where;
Module Area =33.44 sq.ft.
Module Tilt =7.81 deg.
Amp =33.13 sq.ft.
SLM = Amp SLA = 0.00 lbs.
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3.0 Wind Load:
Wind Analysis per ASCE 7-16- Wind Tunnel Procedure, Chapter 31
3.1 Wind Load Data:
Basic Wind Speed (Vult) =95 mph (ASCE, 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) =0.99 (ASCE, Table 26.9-1)
Velocity Pressure (qz) =0.00256*Kz*Kzt*Kd*Ke*V^2 =17.61 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 17.61
*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)
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4.0 Design Loads - Dead:
There are two categories of dead load used to perform the structural analysis of the PanelClaw racking system; Dead Load of the Array (DLA) and
Dead Load of the Components (DLC).
DLA is defined as the weight of the entire array including all of the system components and total ballast used on the array.
DLC is defined as the weight of the modules and the racking components within an array. The DLC does not include the ballast used to resist loads
on this array.
4.1 Dead Load of the Arrays:
Array Information Results
Sub-
Array
Name
Number
of
Modules
DLC
(lbs.)
DLA
(lbs.)
DLC
(lbs.)/module
Sub-
Array
Area
(ft.^2)
Sub-Array
Roof
Pressure
(DLC) (psf)
Sub-Array
Roof
Pressure
(DLA) (psf)
Max
Allowable
Pressure on
Roof (psf)
Acceptable?
1.1 36 3,690 6,037 102 1,453 2.54 4.16 6.00 Yes
1.2 163 16,232 20,144 100 6,587 2.46 3.06 6.00 Yes
1.3 23 2,306 3,447 100 929 2.48 3.71 6.00 Yes
1.4 34 3,486 4,725 103 1,368 2.55 3.45 6.00 Yes
1.5 40 4,071 5,506 102 1,611 2.53 3.42 6.00 Yes
1.6 38 3,800 5,300 100 1,535 2.48 3.45 6.00 Yes
1.7 24 2,398 3,310 100 969 2.47 3.42 6.00 Yes
1.8 146 14,604 20,146 100 5,898 2.48 3.42 6.00 Yes
1.9 84 8,356 10,508 99 3,395 2.46 3.10 6.00 Yes
1.10 22 2,207 3,250 100 888 2.49 3.66 6.00 Yes
1.11 30 3,020 4,324 101 1,211 2.49 3.57 6.00 Yes
1.12 13 1,312 2,127 101 524 2.50 4.06 6.00 Yes
Total: 653 65,481 lbs.88,823 lbs.
*Racking component weight range between 13 to 15 pounds per module
Table 4.1 - Array Dead Loads and Roof Pressures
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5.0 Design Loads - Wind:
5.1.1 Global Wind Uplift Summary Table:
The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and
array shape all may come into play when determining their need. The table below provides the mechanical attachment
requirements for each sub-array within this project.
Applied Load Resisting Load Code Check
Sub-
Array
Name
FL = Total
Wind
Uplift (lbs.)
DL =
Total Dead
Load (lbs.)
Maximum Allowable
Mechanical Attachment
Strength (lbs.)
Total MA
Capacity
(lbs.)
Calculated
Factor of
Safety*
Check
1.1 7,604 6,037 350 2,276 1.82 OK
1.2 19,681 20,144 N/A 0 1.71 OK
1.3 3,416 3,447 N/A 0 1.68 OK
1.4 4,548 4,725 N/A 0 1.73 OK
1.5 5,490 5,506 N/A 0 1.67 OK
1.6 5,267 5,300 N/A 0 1.68 OK
1.7 3,281 3,310 N/A 0 1.68 OK
1.8 20,097 20,146 N/A 0 1.67 OK
1.9 10,309 10,508 N/A 0 1.70 OK
1.10 3,221 3,250 N/A 0 1.68 OK
1.11 4,288 4,324 N/A 0 1.68 OK
1.12 1,950 2,127 N/A 0 1.82 OK
Total:89,152 lbs.88,823 lbs. 2,276 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
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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 3,958 1,213 6,037 333 2,331 2.46 OK
1.2 9,299 3,178 20,144 333 0 2.44 OK
1.3 2,173 784 3,447 333 0 1.75 OK
1.4 2,702 1,127 4,725 333 0 1.84 OK
1.5 3,189 1,393 5,506 333 0 1.78 OK
1.6 3,096 1,178 5,300 333 0 1.86 OK
1.7 2,137 765 3,310 333 0 1.72 OK
1.8 8,706 3,481 20,146 333 0 2.47 OK
1.9 5,485 1,881 10,508 333 0 2.15 OK
1.10 2,062 765 3,250 333 0 1.72 OK
1.11 2,606 981 4,324 333 0 1.81 OK
1.12 1,346 529 2,127 333 0 1.69 OK
Total:46,759 lbs.17,275 lbs.88,823 2,331 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)
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6.0 Design Loads - Downward:
6.1 Downward Wind Load Calculation:
WLin = qz * Am * GCP * cos θ
Where:
qz =17.61 psf (Ref. Section 3.1, Wind Load Data)
Am =33.44 sq.ft.(Single Module Area)(Ref. Section 1.1, General Project
Information)
θ =7.81 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) = 659 lbs./module
WLin(with snow) = 175 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) = 53.23 in.
Inter-Column Support
Spacing (L) = 41.34 in.
Fig. 6.1 Typical Array Plan View
(Section A-A) on Next Page
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6.0 Design Loads - Downward (Cont.):
6.2 Racking Dimensions for Point Loads (Cont.):
Fig. 6.2 Section A-A
6.3 Point Load Summary:Notes:
DLsys = 103 lbs./module -Base 2 repeat for larger width arrays.
Total DL = (Varies on location and ballast quantity)
SLm = 0 lbs./module
WLin (no snow) = 659 lbs./module
WLin (with snow) = 175 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 72 171 91
Interior 2 105 303 145
2nd From North 3 93 291 132
North 4 137 236 157
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 9 5
Interior 2 6 16 8
2nd From North 3 5 16 7
2
North 4 7 13 9
South 1 2 5 2
Interior 2 3 8 4
2nd From North 3 3 8 4
4
North 4 4 6 4
Table 6.1-B Max Point Load Summary (psi)
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7.0 Design Loads - Seismic:
Seismic Calculations per ASCE 7-16, Chapter 11 - Seismic Design Criteria
Chapter 13 - Requirements for Nonstructural Components
7.1 Seismic Load Data:
Site Class :D (Ref. Project Information)
Seismic Design Category :D (ASCE, Tables 11.6-1 and 11.6-2)
Short Period Spectral Resp. (5%) (Ss) :1.303 (Ref. Project Information)
1s Spectral Response (5%) (S1) :0.464 (Ref. Project Information)
Bldg. Seismic Imp. Factor (Ie) =1 (ASCE, Table 1.5-2)
Adj. MCE Spec. Resp. (Short) (Sms) =Fa*Ss =1.564 (ASCE, Eqn. 11.4-1)
Adj. MCE Spec. Resp. (1 sec.) (Sm1) =Fv*S1 =0.852 (ASCE, Eqn. 11.4-2)
Short Period Spectral Response (Sds) =2/3(Sms) =1.042 (ASCE, Eqn. 11.4-3)
One Second Spectral Response (Sd1) =2/3(Sm1) =0.568 (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.
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7.0 Design Loads - Seismic (Cont.):
7.3 Lateral Seismic Force Check:
The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and array
shape all may come into play when determining their need. The table below provides the mechanical attachment requirements for
each sub-array within this project.
Nomenclature:
WP = Sub-Array Weight
FPL = Lateral Seismic Force
FRL = Lateral Seismic Resisting Force
Array Information Lateral Force Verification Results
Sub-
Array
Name
WP
(lbs.)
FPL
(lbs.)
FRL
(lbs.)
0.7 FPL -
FRL (lbs.)
MA's
Required
Total MA
Capacity
(lbs.)
MA's
Provided Acceptable
1.1 6,037 3,021 0 2,114 7 2,331 7 Yes
1.2 20,144 10,079 4,546 2,509 0 0 0 Yes
1.3 3,447 1,725 778 429 0 0 0 Yes
1.4 4,725 2,364 1,066 589 0 0 0 Yes
1.5 5,506 2,755 1,242 686 0 0 0 Yes
1.6 5,300 2,652 1,196 660 0 0 0 Yes
1.7 3,310 1,656 747 412 0 0 0 Yes
1.8 20,146 10,080 4,546 2,510 0 0 0 Yes
1.9 10,508 5,258 2,371 1,309 0 0 0 Yes
1.10 3,250 1,626 733 405 0 0 0 Yes
1.11 4,324 2,164 976 539 0 0 0 Yes
1.12 2,127 1,064 480 265 0 0 0 Yes
Totals:88,823 lbs 44,443 lbs.18,682 lbs.12,428 lbs.7 2,331 7
Table 7.1 -Summary of Mechanical Attachment Requirements
* MA's Required = 0.7 FPL-FRL/MA strength
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7.0 Design Loads - Seismic (Cont.):
7.3.1 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.
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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
1.2 0.71 2 7 4 7 7 48 121 20 252 252 Y Y Y Y
1.3 0.71 2 7 4 7 7 48 190 22 431 431 Y Y Y Y
1.4 0.71 2 7 4 7 7 48 62 28 506 506 Y Y Y Y
1.5 0.71 2 7 4 7 7 48 62 162 260 260 Y Y Y Y
1.6 0.71 2 7 4 7 7 48 190 27 411 411 Y Y Y Y
1.7 0.71 2 7 4 7 7 48 185 23 814 814 Y Y Y Y
1.8 0.71 2 7 4 7 7 48 153 18 251 251 Y Y Y Y
1.9 0.71 2 7 4 7 7 48 121 26 1,008 1,008 Y Y Y Y
1.10 0.71 2 7 4 7 7 48 179 24 810 810 Y Y Y Y
1.11 0.71 2 7 4 7 7 48 129 22 256 256 Y Y Y Y
1.12 0.71 2 7 4 7 7 48 153 19 819 819 Y Y Y Y
Table 7.3 - Sub-Array predicted movement, required clearances, provided clearances, and acceptance
11/04/2024
APPROVED FOR CONSTRUCTION
16
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
St4/10/2025
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 6,037 1,259 3,622 -2,741 0 2,276 7 Yes
1.2 20,144 4,200 12,086 -9,146 0 0 0 Yes
1.3 3,447 719 2,068 -1,565 0 0 0 Yes
1.4 4,725 985 2,835 -2,145 0 0 0 Yes
1.5 5,506 1,148 3,303 -2,500 0 0 0 Yes
1.6 5,300 1,105 3,180 -2,406 0 0 0 Yes
1.7 3,310 690 1,986 -1,503 0 0 0 Yes
1.8 20,146 4,200 12,087 -9,147 0 0 0 Yes
1.9 10,508 2,191 6,305 -4,771 0 0 0 Yes
1.10 3,250 678 1,950 -1,476 0 0 0 Yes
1.11 4,324 901 2,594 -1,963 0 0 0 Yes
1.12 2,127 443 1,276 -966 0 0 0 Yes
Total:88,823 lbs.18,518 lbs.53,294 lbs.-40,331 lbs.0 2,276 7
Table7.2 - Summary of Mechanical Attachment Requirements
* MA's Required = 0.7 FPV - FRV/MA strength
11/04/2024
APPROVED FOR CONSTRUCTION
17
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix A
Appendix A 18
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix A 19
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix A 20
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix A 21
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix A 22
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix A 23
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix A 24
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix B
Appendix B25
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix B26
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix B27
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix B28
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix B29
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix B30
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
1330 E Seventeenth
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Appendix B31
PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845
(978) 688.4900 - www.panelclaw.com
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Presented by:
Structural Analysis of Building for a Proposed Rooftop
Solar PV System
N Grand Ave & 17th St, Santa Ana, CA 92705
Target T0286 - Santa Ana
For The Project:
Presented to:
805 Third Avenue, 14th Floor
New York, NY 10022
Rev. 0
Pure Power Engineering, Inc.
111 River Street - Suite 1110
Hoboken, NJ 07030
www.PurePower.com
(201)687-9975
July 19, 2024
Ying Liu, PE
Patrick Bair, PE
PPE Project No. PPE-05184.03
Ahmed Youssef, PE
1330 E Seventeenth
St4/10/2025
Table of Contents
Executive Summary
Reserved Load/Girder Location Plan(s)
Standard Conditions for Engineering Services on Existing Structures
Codes and Design Criteria
Analysis Assumptions
Conclusion
Appendix A - Calculations
Appendix B - Existing Plans
Appendix C - Racking Plans
Target T0286 - Santa Ana - Final Report PPE-05184.03
Table of Contents
Checked by AY
Prepared by PB
7/19/2024
1.1
3.1 - 3.2
4.1
5.1
6.1
2.1 - 2.2
1330 E Seventeenth
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Executive Summary
• Existing building is feasible for PV solar system.
• Reserved capacity and maximum allowable deck loads for the existing roof:
Reserved Capacity =
Maximum system weight =
Deck Downward = (controlled by 2x4 purlin for point load spaced at 4.0 ft o.c.)
Assuming using U-Anchor 2400/2600 with 8-#14 fasteners and w/ PanelClaw racking system with U-bracket
Uplift =
Shear =
0 (in a 2.0' wide strip X 6.5' long spans, point loads spaced at 3.0' and 3.7' o.c.)
Assuming using OMG PowerGrip Plus with 8-#14 fasteners and w/ PanelClaw racking system with U-bracket
Uplift =
Shear =
0
Assuming using Facet with 8-#14 fasteners and w/ PanelClaw racking system with U-bracket
Uplift =
Shear =
Notes:
Existing Structure
Target T0286 - Santa Ana - Final Report
The original structure is Target T0286 - Santa Ana building located at N Grand Ave & 17th St, Santa Ana, CA
92705. The referenced building is a one story wood frame structure, which was built circa 1966. The
approximate total area is 107370 square feet. Typical roof construction consists of 1/2 Plywood Deck (assumed)
supported by wood joists spaced at 1'-4" o.c., supported by wood purlins spaced at 8'-0" o.c. Purlins are
supported by girders spaced at 30' o.c.
350.0 lb
335 lb
200 lb
PPE-05184.03
7/19/2024
A (PV) Solar Array is proposed to be installed with modules mounted to a ballasted (and/or mechanically attached)
racking system and supported on the rooftop of the subject building. Pure Power has performed a structural analysis
and determined the following:
320.0 lb
Sheet 1.1
Prepared by PB
315 lb
224,084 lb
Checked by AY
6.0 psf
• The allowable deck loads will be dependent on the racking system used. At the time of the writing of this
report, this information was not available. The allowable deck loads are subject to change upon receiving this
information.
•PPE has reviewed the racking package produced by PanelClaw dated 07/06/2024 and verified conformance to
the structural loading limitations presented in this report. All allowable capacities listed above are based on
min. 0.5" penertration in existing plywood sheathing.
450 lb
200 lb
333 lb
1330 E Seventeenth
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Reserved Load Plan
Target T0286 - Santa Ana - Final Report
7/19/2024
Sheet 2.1
Prepared by PB
PPE-05184.03
Checked by AY
(Blue Shaded Area)
Reserved Capacity = 6 psf
No PV in the Red Shaded Areas
1330 E Seventeenth
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Girder Location Plan
Target T0286 - Santa Ana - Final Report
7/19/2024
PPE-05184.03
Sheet 2.2
Prepared by PB
Checked by AY
Red lines indicate girder locations. Locate new rooftop
equipment over exisiting girder locations shown below.
Verify in Field exact locations of existing girders.
1330 E Seventeenth
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Standard Conditions for Engineering Services on Existing Structures
Proposed PV-Panels and Preliminary Design
Target T0286 - Santa Ana - Final Report
7/19/2024
Sheet 3.1
Prepared by PB
Checked by AY
• PV solar panels shall be installed on the roof as arrays on a ballasted racking system. A typical ballasted racking
system is designed to resist wind uplift and sliding by placing concrete blocks (ballast) as counterweight on the
racks. The system does not increase uplift on the building because the ballast should be designed to resist the
additional uplift in order to provide the code required factor of safety.
• If the PV racking system is mechanically attached to the roof deck, then the uplift and shear forces at each
mechanical attachment are not to exceed the capacity noted in this report under the conclusion section.
• It is assumed that the panels will be approximately 12 inches above the rooftop at the high end.
• It is assumed that the average design weight includes the weight of the panels, racking system and the ballast
and all required assemblies.
PPE-05184.03
• The analysis is based on the information gathered from the field and/or information provided to Pure Power
Engineering and is assumed to be current and accurate.
• Unless noted otherwise, the structure and the foundation system are assumed to be in good condition, free of
defects, and can achieve theoretical strength.
• It is assumed that the structure has been properly maintained and shall be properly maintained during its
service. The superstructure and the foundation system are assumed to be designed with proper engineering
practice and fabricated, constructed and erected in accordance with the design documents. Pure Power will
accept no liability which may arise due to any existing deficiency in design, material, fabrication, erection,
construction, etc. or lack of maintenance.
• The analysis results are only applicable for the proposed additions and alterations specified in this report. Any
deviation of the proposed equipment and placement, etc., will require Pure Power to generate an additional
structural analysis.
• The analysis does not include the design of the racking system or the ballast it requires. The analysis is
performed to verify the capacity of the main structural system. Connections are assumed to have the capacity of
the main structural members.
• Pure Power assumes that the existing building has NOT been modified or altered from its original design.
Building landlord/client shall inform PPE with any kind of modification and/or alteration that may have been
done to the existing building during its lifetime.
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Existing Building Code Allowance
Target T0286 - Santa Ana - Final Report PPE-05184.03
Checked by AY
• Pursuant to CA Existing Building Code section 502.4, any existing gravity load-carrying structural element for
which additions and/or alterations cause an increase in design gravity load of no more than 5 percent, shall be
permitted to remain unaltered, thus considered to be code-compliant and adequate. Any existing gravity load-
carrying structural element for which additions and/or alterations cause an increase in design gravity loads
exceeding 5 percent is checked against the applicable Code criteria for new structures.
• Pursuant to CA Existing Building Code Sections 502.5, any existing lateral load-carrying structural element
whose demand-capacity ratio with the addition and/or alteration considered is no more than 10 percent greater
than its demand-capacity ratio with the addition and/or alteration ignored shall be permitted to remain
unaltered, thus considered to be Code-compliant and adequate. If the demand- capacity ratio increase is more
than 10 percent, the subject structural element is checked against the applicable Code criteria for new
structures.
• Pursuant International Building Code section 1607A.13.5.1, where PV panels are installed on building roof, it is
not necessary to include roof live load in the area(s) covered by the panels when these area(s) are inaccessible,
or signs are posted prohibiting storage under the panels. Therefore, Pure Power has applied the roof live/snow
load in all areas that are still accessible and subject to foot traffic, maintenance workers, storage, etc., but not
directly under the modules.
Sheet 3.2
7/19/2024
Prepared by PB
1330 E Seventeenth
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Codes and References
2022 California Building Code, Adopting 2021 International Building Code with Amendments
Minimum Design Loads for Buildings and Other Structures, ASCE 7-16
2018 National Design Specification, NDS, by the American Wood Council
Design Criteria
Snow Load (Service)
Ground Snow Load:
Risk Category:
Snow Exposure: Ce:
Snow Load Important Factor Is:
Thermal Factor Ct:
Flat Snow Load:
Roof Live Load (Service)
Wind Load
Risk Category:
Ultimate Wind Speed:
Exposure Category:
Seismic Load
Risk Category:
Ie, Seismic Importance Factor:
Site Class:
SS, Mapped spectral response acceleration at short periods:
SDS, Design spectral response acceleration at short periods:
S1, Mapped spectral response acceleration at 1s period:
SD1, Design spectral response acceleration at 1s period:
Seismic Design Category:
Target T0286 - Santa Ana - Final Report
Checked by AY
7/19/2024
Sheet 4.1
Prepared by PB
0 psf
II
1.0
II
1.255
0.664
0.575
94 mph
1.0
1.0
20.0 psf
II
1.00
C
1.882
0.0 psf
B
Note: The racking manufacturer/the racking manufacturer’s structural engineer shall be responsible to verify the
design criteria when designing the racking system.
PPE-05184.03
D
1330 E Seventeenth
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Analysis Assumptions for Existing Roof
The proposed PV system is to weigh a maximum
Therefore, the proposed loading, including the weight of the PV system is as follows:
Roofing & Insulation
Plywood Sheathing
Wood Framing
MEP, Sprinklers & Ceiling
Total Roof DL =
PV System Weight
Roof SL =
Total Roof Load =
Target T0286 - Santa Ana - Final Report
Sheet 5.1
Prepared by PB
The building was analyzed based on the construction drawings by John E Mackel and Associates - Consulting
Structural Engineers dated 02/25/1966.
5.0 psf
7/19/2024
Checked by AY
PPE performed structural analysis for the roof elements. It was found that the weight of the proposed solar array
with ballasts plus the design roof dead load did not exceed the members capacity. Therefore, the structure may
remain unaltered.
PPE-05184.03
13.5 psf
6.0 psf
0.0 psf
19.5 psf
2.0 psf
1.5 psf
5.0 psf
PPE understands that the area where the clear space between the panels and rooftop is not more than 24 in.
Therefore, as per the current state code (section 1607A.13.5.1), roof live load does NOT need to be considered on
areas where the proposed PV system will be installed.
6.0 psf
1330 E Seventeenth
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Conclusion
Sincerely,
Ying Liu, PE
Ahmed Youssef, PE
Patrick Bair, PE
Target T0286 - Santa Ana - Final Report
7/19/2024
Sheet 6.1
Prepared by PB
Based on our experience and engineering analysis of the information available at the time of this writing, it is the
opinion of this organization that the added stresses due to the weight of the proposed PV modules are considered
acceptable and will not exceed the capacity of the existing roof structure. The proposed PV modules may be installed
at Target T0286 - Santa Ana under the conditions outlined in the body of this report.
Do not stage pallets on roof unless staging plan drawing is provided by PPE.
This report does not represent an approval of the proposed PV system design. It is the racking designer’s
responsibility to ensure any proposed racking system is within the limits stated in this report and their system is
designed in accordance with the requirements in the governing building code. PPE can review the existing framing
adequacy for anchorage reaction loads upon request and if the racking design are supplied to PPE by the racking
designer.
PPE-05184.03
Checked by AY
1330 E Seventeenth
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APPENDIX A
CALCULATIONS
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Sheet A.1
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
A. Gravity Loads
A.1. Snow Loads
SL = 0 psf
A.2. Load Combinations (ASD)
The weight of the proposed PV system shall be considered a dead load
Dead Load, DL = 13.5 psf
Solar Load, PV = 6 psf (considered as DL)
Live Load, LL = 0 psf (concurrent with solar)
Snow Load, SL = 0 psf
LC1: DL = 13.5 psf
LC2: DL + PV + SL = 19.5 psf
LC3: DL + LL = 13.5 psf
Therefore, LC2 governs.
1330 E Seventeenth
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7/19/2024
Sheet A.2
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
A.3. Sub-Purlins
A.3.1. 2x4 @ 16” o.c.
Span: 8’-0”
Joist Spacing: 1’-4”
Proposed Load: 19.5 psf – 5 psf (wood framing) = 14.5 psf * 1.33’ = 19.28 plf
Sub-purlin self-weight account for in the software
In accordance with the ANSI/AF&PA NDS-2018 using the LRFD method
Tedds calculation version 1.7.10
Applied loading
Beam loads
Dead self weight of beam ´ 1
Dead full UDL 19 lb/ft
Load combinations
1330 E Seventeenth
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7/19/2024
Sheet A.3
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
Load combination 1 Support A Dead ´ 1.40
Live ´ 0.00
Span 1 Dead ´ 1.40
Live ´ 0.00
Support B Dead ´ 1.40
Live ´ 0.00
Analysis results
Maximum moment;Mmax = 213 lb_ft; Mmin = 0 lb_ft
Design moment; M = max(abs(Mmax),abs(Mmin)) = 213 lb_ft
Maximum shear; Fmax = 111 lb; Fmin = -111 lb
Design shear; F = max(abs(Fmax),abs(Fmin)) = 111 lb
Total load on member; Wtot = 222 lb
Reaction at support A; RA_max = 111 lb; RA_min = 111 lb
Unfactored dead load reaction at support A; RA_Dead = 79 lb
Reaction at support B; RB_max = 111 lb; RB_min = 111 lb
Unfactored dead load reaction at support B; RB_Dead = 79 lb
Sawn lumber section details
Nominal breadth of sections; bnom = 2 in
Dressed breadth of sections; b = 1.5 in
Nominal depth of sections; dnom = 4 in
Dressed depth of sections; d = 3.5 in
Number of sections in member; N = 1
Overall breadth of member; bb = N ´ b = 1.5 in
Species, grade and size classification; Douglas Fir-Larch, No.1 grade, 2'' & wider
Bending parallel to grain; F b = 1000 lb/in 2
Tension parallel to grain; Ft = 675 lb/in2
Compression parallel to grain; Fc = 1500 lb/in2
Compression perpendicular to grain; Fc_perp = 625 lb/in2
Shear parallel to grain; F v = 180 lb/in 2
Modulus of elasticity; E = 1700000 lb/in2
Modulus of elasticity, stability calculations; Emin = 620000 lb/in2
Mean shear modulus; Gdef = E / 16 = 106250 lb/in2
Member details
Service condition; Dry
Length of span; Ls1 = 7.7 ft
Length of bearing; Lb = 1 in
The beam is one of three or more repetitive members
Section properties
Cross sectional area of member; A = N ´ b ´ d = 5.25 in2
Section modulus; Sx = N ´ b ´ d2 / 6 = 3.06 in3
Sy = d ´ (N ´ b)2 / 6 = 1.31 in3
Second moment of area; Ix = N ´ b ´ d3 / 12 = 5.36 in4
1330 E Seventeenth
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7/19/2024
Sheet A.4
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
I y = d ´ (N ´ b)3 / 12 = 0.98 in 4
Adjustment factors
Resistance factor for bending - Table 2.3.6; fb = 0.85
Resistance factor for tension - Table 2.3.6; ft = 0.80
Resistance factor for compression - Table 2.3.6; fc = 0.90
Resistance factor for shear - Table 2.3.6; fv = 0.75
Resistance factor for modulus of elasticity - Table 2.3.6
fs = 0.85
Format conversion factor for bending -Table 2.3.5; KFb = 2.54
Format conversion factor for tension -Table 2.3.5; KFt = 2.70
Format conversion factor for compression - Table 2.3.5
KFc = 2.40
Format conversion factor for shear -Table 2.3.5; KFv = 2.88
Format conversion factor for perp.compression - Table 2.3.5
KFc_perp = 1.67
Format conversion factor for modulus of elasticity - Table 2.3.5
KFE = 1.76
Time effect factor - Table N.3; l = 0.60
Temperature factor - Table 2.3.3; Ct = 1.00
Size factor for bending - Table 4A; CFb = 1.50
Size factor for tension - Table 4A; CFt = 1.50
Size factor for compression - Table 4A; CFc = 1.15
Flat use factor - Table 4A; Cfu = 1.10
Incising factor for modulus of elasticity - Table 4.3.8
CiE = 1.00
Incising factor for bending, shear, tension & compression - Table 4.3.8
Ci = 1.00
Incising factor for perpendicular compression - Table 4.3.8
Cic_perp = 1.00
Repetitive member factor - cl.4.3.9; Cr = 1.15
Bearing area factor - cl.3.10.4; Cb = 1.00
Depth-to-breadth ratio; dnom / (N ´ bnom) = 2.00
- Beam is fully restrained
Beam stability factor - cl.3.3.3; CL = 1.00
Bearing perpendicular to grain - cl.3.10.2
Design compression perpendicular to grain; Fc_perp' = Fc_perp ´ KFc_perp ´ fc ´ Ct ´ Cic_perp ´ Cb
= 939 lb/in2
Applied compression stress perpendicular to grain; fc_perp = RA_max / (N ´ b ´ Lb) = 74 lb/in2
fc_perp / Fc_perp' = 0.079
PASS - Design compressive stress exceeds applied compressive stress at bearing
Strength in bending - cl.3.3.1
Design bending stress; F b' = Fb ´ KFb ´ fb ´ l ´ Ct ´ CL ´ CFb ´ Ci ´ Cr = 2235 lb/in 2
Actual bending stress; f b = M / Sx = 836 lb/in 2
fb / Fb' = 0.374
PASS - Design bending stress exceeds actual bending stress
Strength in shear parallel to grain - cl.3.4.1
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Sheet A.5
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
Design shear stress; F v' = Fv ´ KFv ´ fv ´ l ´ Ct ´ Ci = 233 lb/in 2
Actual shear stress - eq.3.4-2; fv = 3 ´ F / (2 ´ A) = 32 lb/in2
fv / Fv' = 0.136
PASS - Design shear stress exceeds actual shear stress
Deflection - cl.3.5.1
Modulus of elasticity for deflection; E' = E ´ C ME ´ Ct ´ CiE = 1700000 lb/in 2
Design deflection; dadm = 0.0083 ´ Ls1 = 0.767 in
Total deflection; db_s1 = 0.178 in
db_s1 / dadm = 0.233
PASS - Total deflection is less than design deflection
Utilization: = 37.4 % ≤ 105% ⇒ OK
A.4. Purlins
A.4.1. 6x16 @ 16” o.c.
Span: 30’-0” (29.4 ft end to end)
Joist Spacing: 8’-0”
Proposed Loads are reactions from sub-purlin applied as point load to purlin:
DL from sub-purlin = 0.079k x 2 = 0.158k @ 1.33 ft o.c.
Purlin self-weight account for in the software
In accordance with the ANSI/AF&PA NDS-2018 using the LRFD method
Tedds calculation version 1.7.10
1330 E Seventeenth
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7/19/2024
Sheet A.6
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
Applied loading
Beam loads
Dead self weight of beam ´ 1
Dead point load 158 lb at 15.96 in
Dead point load 158 lb at 31.92 in
Dead point load 158 lb at 47.88 in
Dead point load 158 lb at 63.84 in
Dead point load 158 lb at 79.80 in
Dead point load 158 lb at 95.76 in
Dead point load 158 lb at 111.72 in
Dead point load 158 lb at 127.68 in
Dead point load 158 lb at 143.64 in
Dead point load 158 lb at 159.60 in
Dead point load 158 lb at 175.56 in
Dead point load 158 lb at 191.52 in
Dead point load 158 lb at 207.48 in
Dead point load 158 lb at 223.44 in
Dead point load 158 lb at 239.40 in
Dead point load 158 lb at 255.36 in
Dead point load 158 lb at 271.32 in
Dead point load 158 lb at 287.28 in
Dead point load 158 lb at 303.24 in
Span 1 loads
Dead point load 158 lb at 319.20 in
Dead point load 158 lb at 335.16 in
Dead point load 158 lb at 352.80 in
Dead point load 158 lb at 0.00 in
Load combinations
Load combination 1 Support A Dead ´ 1.40
Live ´ 0.00
Span 1 Dead ´ 1.40
Live ´ 0.00
Support B Dead ´ 1.40
Live ´ 0.00
Analysis results
Maximum moment;Mmax = 21095 lb_ft; Mmin = 0 lb_ft
Design moment; M = max(abs(Mmax),abs(Mmin)) = 21095 lb_ft
Maximum shear; Fmax = 2981 lb; Fmin = -2959 lb
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Sheet A.7
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
Design shear; F = max(abs(Fmax),abs(Fmin)) = 2981 lb
Total load on member; Wtot = 5940 lb
Reaction at support A; RA_max = 2981 lb; RA_min = 2981 lb
Unfactored dead load reaction at support A; RA_Dead = 2129 lb
Reaction at support B; RB_max = 2959 lb; RB_min = 2959 lb
Unfactored dead load reaction at support B; RB_Dead = 2114 lb
Sawn lumber section details
Nominal breadth of sections; bnom = 6 in
Dressed breadth of sections; b = 5.5 in
Nominal depth of sections; dnom = 16 in
Dressed depth of sections; d = 15.5 in
Number of sections in member; N = 1
Overall breadth of member; bb = N ´ b = 5.5 in
Species, grade and size classification; Douglas Fir-Larch, No.1 grade, Beams and stringers
Bending parallel to grain; Fb = 1350 lb/in2
Tension parallel to grain; F t = 675 lb/in 2
Compression parallel to grain; Fc = 925 lb/in2
Compression perpendicular to grain; Fc_perp = 625 lb/in2
Shear parallel to grain; F v = 170 lb/in 2
Modulus of elasticity; E = 1600000 lb/in2
Modulus of elasticity, stability calculations; Emin = 580000 lb/in2
Mean shear modulus; G def = E / 16 = 100000 lb/in 2
Member details
Service condition; Dry
Length of span; Ls1 = 29.4 ft
Length of bearing; Lb = 2 in
Section properties
Cross sectional area of member; A = N ´ b ´ d = 85.25 in2
Section modulus; Sx = N ´ b ´ d2 / 6 = 220.23 in3
Sy = d ´ (N ´ b)2 / 6 = 78.15 in3
Second moment of area; Ix = N ´ b ´ d3 / 12 = 1706.78 in4
Iy = d ´ (N ´ b)3 / 12 = 214.90 in4
Adjustment factors
Resistance factor for bending - Table 2.3.6; fb = 0.85
Resistance factor for tension - Table 2.3.6; ft = 0.80
Resistance factor for compression - Table 2.3.6; fc = 0.90
Resistance factor for shear - Table 2.3.6; fv = 0.75
Resistance factor for modulus of elasticity - Table 2.3.6
fs = 0.85
1330 E Seventeenth
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Sheet A.8
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
Format conversion factor for bending -Table 2.3.5; KFb = 2.54
Format conversion factor for tension -Table 2.3.5; KFt = 2.70
Format conversion factor for compression - Table 2.3.5
KFc = 2.40
Format conversion factor for shear -Table 2.3.5; KFv = 2.88
Format conversion factor for perp.compression - Table 2.3.5
KFc_perp = 1.67
Format conversion factor for modulus of elasticity - Table 2.3.5
KFE = 1.76
Time effect factor - Table N.3; l = 0.60
Temperature factor - Table 2.3.3; Ct = 1.00
Size factor for bending - Table 4D; CFb = 0.97
Size factor for tension - Table 4D; CFt = 1.00
Size factor for compression - Table 4D; CFc = 1.00
Flat use factor - Table 4D; Cfu = 1.00
Incising factor for modulus of elasticity - Table 4.3.8
CiE = 1.00
Incising factor for bending, shear, tension & compression - Table 4.3.8
Ci = 1.00
Incising factor for perpendicular compression - Table 4.3.8
Cic_perp = 1.00
Repetitive member factor - cl.4.3.9; Cr = 1.00
Bearing area factor - cl.3.10.4; Cb = 1.00
Depth-to-breadth ratio; dnom / (N ´ bnom) = 2.67
Effective laterally unsupported span length; le = 1.33 ft
Slenderness ratio for bending members - eq.3.3-5; R b = Ö[le ´ d / (N ´ b) 2] = 2.860
Adjusted bending design value for bending; F b * = Fb ´ KFb ´ fb ´ l ´ CMb ´ Ct ´ CFb ´ Ci ´
Cr = 1700 lb/in2
Adjusted modulus of elasticity for member stability; Emin' = Emin ´ CME ´ Ct ´ CiE ´ KFE ´ fs =
867680 lb/in2
Critical buckling design value for bending; F bE = 1.2 ´ Emin' / Rb 2 = 127321 lb/in 2
Beam stability factor - eq.3.3-6
C L = [1 + (FbE / Fb * )] / 1.9 - Ö[([1 + (FbE / Fb *)] / 1.9)2 - (FbE / Fb*) / 0.95] = 1.00
Bearing perpendicular to grain - cl.3.10.2
Design compression perpendicular to grain; Fc_perp' = Fc_perp ´ KFc_perp ´ fc ´ Ct ´ Cic_perp ´ Cb
= 939 lb/in2
Applied compression stress perpendicular to grain; f c_perp = RA_max / (N ´ b ´ Lb) = 271 lb/in 2
fc_perp / Fc_perp' = 0.289
PASS - Design compressive stress exceeds applied compressive stress at bearing
Strength in bending - cl.3.3.1
Design bending stress; F b' = Fb ´ KFb ´ fb ´ l ´ Ct ´ C L ´ CFb ´ Ci ´ Cr = 1699 lb/in 2
Actual bending stress; fb = M / Sx = 1149 lb/in2
fb / Fb' = 0.677
PASS - Design bending stress exceeds actual bending stress
Strength in shear parallel to grain - cl.3.4.1
Design shear stress; Fv' = Fv ´ K Fv ´ f v ´ l ´ C t ´ Ci = 220 lb/in 2
1330 E Seventeenth
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Sheet A.9
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
Actual shear stress - eq.3.4-2; f v = 3 ´ F / (2 ´ A) = 52 lb/in 2
fv / Fv' = 0.238
PASS - Design shear stress exceeds actual shear stress
Deflection - cl.3.5.1
Modulus of elasticity for deflection; E' = E ´ CME ´ Ct ´ C iE = 1600000 lb/in2
Design deflection; dadm = 0.0083 ´ Ls1 = 2.928 in
Total deflection; db_s1 = 0.857 in
db_s1 / dadm = 0.293
PASS - Total deflection is less than design deflection
Utilization: = 67.7 % ≤ 105% ⇒ OK
A.5. Girders
A.5.1. G1 - 7 x 38 7/8 (controlling girder)
Span: 77’-6”
Purlin Spacing: 8’-0”
Proposed Loads are reactions from purlin applied as point load to girder:
DL from Purlin = 2.129k x 2 = 4.258k @ 8 ft o.c.
Girder self-weight accounted for in the software
In accordance with the ANSI/AF&PA NDS-2018 using the LRFD method
Tedds calculation version 1.7.10
Applied loading
Beam loads
Dead self weight of beam ´ 1
Span 1 loads
Dead point load 4258 lb at 96.00 in
Dead point load 4258 lb at 192.00 in
Dead point load 4258 lb at 288.00 in
Dead point load 4258 lb at 384.00 in
Dead point load 4258 lb at 480.00 in
Dead point load 4258 lb at 576.00 in
Dead point load 4258 lb at 672.00 in
Dead point load 4258 lb at 768.00 in
1330 E Seventeenth
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Sheet A.10
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
Span 2 loads
Dead point load 4258 lb at 78.00 in
Dead point load 10765 lb at 144.00 in
Load combinations
Load combination 1 Support A Dead ´ 1.40
Live ´ 0.00
Span 1 Dead ´ 1.40
Live ´ 0.00
Support B Dead ´ 1.40
Live ´ 0.00
Span 2 Dead ´ 1.20
Live ´ 1.60
Support C Dead ´ 1.20
Live ´ 1.60
Analysis results
Maximum moment;Mmax = 348135 lb_ft; Mmin = -193943 lb_ft
Design moment; M = max(abs(Mmax),abs(Mmin)) = 348135 lb_ft
Maximum shear; Fmax = 21303 lb; Fmin = -32406 lb
Design shear; F = max(abs(Fmax),abs(Fmin)) = 32406 lb
Total load on member; Wtot = 72689 lb
Reaction at support A; RA_max = 21303 lb; RA_min = 21303 lb
Unfactored dead load reaction at support A; RA_Dead = 14861 lb
Reaction at support B; RB_max = 51386 lb; RB_min = 51386 lb
Unfactored dead load reaction at support B; RB_Dead = 39319 lb
Reaction at support C; RC_max = 0 lb; RC_min = 0 lb
Unfactored dead load reaction at support C; RC_Dead = 0 lb
Glulam section details
Net finished breadth of sections; b = 7 in
Net finished depth of sections; d = 38.875 in
Number of sections in member; N = 1
Overall breadth of member; bb = N ´ b = 7 in
Alignment of laminations; Horizontal
Stress class; 24F-V8 DF/DF
Tension parallel to grain; Ft = 1100 lb/in2
Compression parallel to grain; Fc = 1650 lb/in2
Bending about X-X axis properties (loaded perpendicular to wide faces of laminations):
Positive bending; Fbx_pos = 2400 lb/in2
Negative bending; Fbx_neg = 2400 lb/in2
Compression perpendicular to grain; Fc_perp = 650 lb/in2
Shear parallel to grain; Fv = 265 lb/in2
Modulus of elasticity; E = 1800000 lb/in2
Modulus of elasticity, stability calculations; Emin = 950000 lb/in2
Mean shear modulus; Gdef = E / 16 = 112500 lb/in2
Bending about Y-Y axis properties (loaded parallel to wide faces of laminations):
Bending; Fby = 1550 lb/in2
1330 E Seventeenth
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Sheet A.11
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
Modulus of elasticity; stability calculations; Eymin = 850000 lb/in2
Member details
Service condition; Dry
Length of span 1; Ls1 = 65 ft
Length of span 2; Ls2 = 12 ft
Length of bearing; Lb = 12 in
The beam is one of three or more repetitive members
Section properties
Cross sectional area of member; A = N ´ b ´ d = 272.13 in2
Section modulus; Sx = N ´ b ´ d2 / 6 = 1763.14 in3
Sy = d ´ (N ´ b)2 / 6 = 317.48 in3
Second moment of area; Ix = N ´ b ´ d3 / 12 = 34271.10 in4
Iy = d ´ (N ´ b)3 / 12 = 1111.18 in4
Adjustment factors
Resistance factor for bending - Table 2.3.6; fb = 0.85
Resistance factor for tension - Table 2.3.6; ft = 0.80
Resistance factor for compression - Table 2.3.6; fc = 0.90
Resistance factor for shear - Table 2.3.6; fv = 0.75
Resistance factor for modulus of elasticity - Table 2.3.6
fs = 0.85
Format conversion factor for bending -Table 2.3.5; KFb = 2.54
Format conversion factor for tension -Table 2.3.5; KFt = 2.70
Format conversion factor for compression - Table 2.3.5
KFc = 2.40
Format conversion factor for shear -Table 2.3.5; KFv = 2.88
Format conversion factor for perp.compression - Table 2.3.5
KFc_perp = 1.67
Format conversion factor for modulus of elasticity - Table 2.3.5
KFE = 1.76
Time effect factor - Table N.3; l = 0.60
Temperature factor - Table 2.3.3; Ct = 1.00
Flat use factor - Table 5A; Cfu = 1.04
Bearing area factor - cl.3.10.4; Cb = 1.00
Length of beam between points of zero moment; L0 = 55 ft
For species other than Southern Pine; x = 10
Volume factor - eq.5.3-1; CV = min((21 ft / L0)1/x ´ (12 in / d)1/x ´ (5.125 in / b)1/x, 1) = 0.78
Depth-to-breadth ratio; d / (N ´ b) = 5.55
Effective laterally unsupported span length; le = 8 ft
Slenderness ratio for bending members - eq.3.3-5; Rb = Ö[le ´ d / (N ´ b)2] = 8.727
Adjusted bending design value for bending; Fb* = Fbx_pos ´ KFb ´ fb ´ l ´ CMb ´ Ct ´ Cc = 3109
lb/in2
Adjusted modulus of elasticity for member stability; Eymin' = Eymin ´ CME ´ Ct ´ KFE ´ fs =
1271600 lb/in2
Critical buckling design value for bending; FbE = 1.2 ´ Eymin' / Rb2 = 20035 lb/in2
Beam stability factor - eq.3.3-6
CL = [1 + (FbE / Fb*)] / 1.9 - Ö[([1 + (FbE / Fb*)] / 1.9)2 - (FbE / Fb*) / 0.95] = 0.99
Bearing perpendicular to grain - cl.3.10.2
1330 E Seventeenth
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Sheet A.12
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
Design compression perpendicular to grain; Fc_perp' = Fc_perp ´ KFc_perp ´ fc ´ Ct ´ Cb = 977
lb/in2
Applied compression stress perpendicular to grain; fc_perp = RB_max / (N ´ b ´ Lb) = 612 lb/in2
fc_perp / Fc_perp' = 0.626
PASS - Design compressive stress exceeds applied compressive stress at bearing
Strength in bending - cl.3.3.1
Design bending stress; Fb' = Fbx_pos ´ KFb ´ fb ´ l ´ Ct ´ min(CL, CV) ´ Cc = 2433 lb/in2
Actual bending stress; fb = Mmax / Sx = 2369 lb/in2
fb / Fb' = 0.974
PASS - Design bending stress exceeds actual bending stress
Strength in shear parallel to grain - cl.3.4.1
Design shear stress; Fv' = Fv ´ KFv ´ fv ´ l ´ Ct = 343 lb/in2
Actual shear stress - eq.3.4-2; fv = 3 ´ F / (2 ´ A) = 179 lb/in2
fv / Fv' = 0.520
PASS - Design shear stress exceeds actual shear stress
Deflection - cl.3.5.1
Modulus of elasticity for deflection; E' = Ex ´ CME ´ Ct = 1800000 lb/in2
Design deflection; dadm = 0.0083 ´ 2 ´ Ls2 = 2.390 in
Total deflection; db_s2 = -0.904 in
db_s2 / dadm = -0.378
PASS - Total deflection is less than design deflection
Utilization: = 97.4% ≤ 105% ⇒ OK
1330 E Seventeenth
St4/10/2025
7/19/2024
Sheet A.13
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
B. Lateral Loads
As per the existing building code, the lateral load resistance system shall be permitted to remain unaltered
if the stresses are increased by 10% or less. Roof diaphragm is one of the lateral load-carrying members and
the reserved capacity will be governed by its capacity.
Total roof area = 107,370 ft2
Assumed Original Dead Load = 15 psf
DL = 15 psf x 107,370 ft2 = 1610.550 kips
Wall weight = 2 x ½ x 289 ft x 28.67 ft x 94 psf (12” CMU) = 630.2884kip
Roof Diaphragm Original Total Mass Dead Loads; Wpx-Orig. = 2,240.84 kip = 20.87psf
PV-System Max. Weight = 10% x 20.87 psf = 2.1 psf
PV-System Max. Weight = 2.1psf x 107,370 ft2 = 224,084 lbs
PV-System Max. Weight = 224,084 lbs
1330 E Seventeenth
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7/19/2024
Sheet A.14
Prepared by PB
Checked by AY
Target T0286- Santa Ana – Final Report PPE-05184.03
C. Roof Deck
1 ½” plywood roof deck
Span = 1’-4”
Max load = 3.5 psf roofing, insulation, and deck + 6+ psf solar = 9.5 psf
Plywood capacity = 91 psf/2.5 factor of safety = 36.4 psf
Allowable Load = 36.4 psf
Utilization = 9.5 / 36.4 = 26.1% ⇒ OK
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APPENDIX B
EXISTING DRAWINGS
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APPENDIX C
RACKING DRAWINGS
1330 E Seventeenth
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SETRACKING CONSTRUCTION SET
GENERAL NOTES:
1. ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION
PROVIDED BY CUSTOMER. PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING
DETAILS AND ARRAY LAYOUT CONFIGURATIONS. ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY
CUSTOMER AND INSTALLER. ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND
MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL.
2. REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS.
NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT
WARRANTY.
3. ARRAY SETBACKS: ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND
CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PAGE OR ON ADDITIONAL ARRAY BALLAST PAGES
4. REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION
5. SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST
BLOCKS. FOR MAXIMUM SYSTEM POINT LOAD SUMMARY (PLS), REFER TO CALCULATIONS.
6. PANELCLAW AND/OR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE
TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM. SUPPORT STRUCTURE TO BE CHECKED BY OTHERS
7. ALWAYS ALLOW 6” CLEARANCE BETWEEN NEIGHBORING SUBARRAYS, 6” BETWEEN SUBARRAYS AND ALL FIXED ROOF OBJECTS AND 4'
BETWEEN SUBARRAYS AND ROOF EDGES. REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH
MAY GOVERN DESIGN. SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PER SEAOC OR ASCE 7-16 HAVE THEIR OWN
CLEARANCE REQUIREMENTS. REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS.
8. BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS: 3-3/4” THICK MAX., 7-5/8” ± 1/8” WIDTH, 15-5/8” ± 1/8”
LENGTH.
9. IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON-LINEAR RESPONSE
ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT. THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE. PANELCLAW IS NOT
RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE
CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS.
10. DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX. 25% OF WIND SPEED DOCUMENTED IN SITE DESIGN
CRITERIA TABLE. DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES.
REQUIRED ARRAY CLEARANCES PER ASCE 7-16
CONDITION MINIMUM SEPARATION DISTANCE (IN.)
BETWEEN SEPARATE SOLAR ARRAYS OF SIMILAR CONSTRUCTION (0.5) (Mpv)4
BETWEEN A SOLAR ARRAY AND A FIXED OBJECT ON THE ROOF OR SOLAR ARRAY OF DIFFERENT
CONSTRUCTION
(Mpv)7
BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITH A QUALIFYING PARAPET (Mpv)7
BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITHOUT A QUALIFYING PARAPET (2.0) (Mpv) >= 4ft 48
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-22 BALLAST LAYOUT - 1 TO 15
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)1.303
Mapped Acceleration Parameter(S1)0.464
Seismic Site Class D
Design Spectral Acceleration Parameter (Sds)1.042
Design Spectral Acceleration Parameter (Sd1)0.568
Seismic Design Category (SDC)D
Basic seismic-force-resisting system(s)ASCE 7 sec. 13.6.12
Base Design Shear = Fp x W 0.50 W
Response Modification Factor (R)2.5
Analysis Procedure ASCE 7 sec. 13.6.12
Design Code (with local amendments)2022 CBC
-ASCE 7 - 16
ALTERNATE DESIGN METHOD
-SEAOC PV2
1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines
AERIAL PHOTO / SITE DIAGRAM
THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST
BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR
THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY. THE INSTALLER IS RESPONSIBLE FOR THE
SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION. THEREFORE, THE INSTALLER
MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS (SEE GENERAL NOTE #10)
TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED
IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL
(SEE GENERAL NOTE #2). THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, AND
TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS, REGULATIONS, AND
CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK.
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
COVER SHEET
PC-11
24.05.14.1 v3.0.9405.5.2
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Patrick Bair, PE 07/17/2024BY DATE
Review is only for general conformance with the design concept and the Contract
Documents. Corrections or comments made on this/these documents during review shall not
be construed as relieving the contractor from the requirements of the contract documents and
specifications. Review does not authorize changes to contract sum unless stated in separate
document. Contractor shall be responsible for all detailing, accuracy and correlating sizes,
quantities and dimensions for means of assembly.
REJECTED
SHOP DRAWING / SUBMITTAL REVIEW
REVISE AND RESUBMIT
REVIEWED AS NOTED
REVIEWED (NO EXCEPTIONS TAKEN)
APPROVED
Provide stamped copy for records.
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
SITE MAP A
PC-2NTS
RACKING CONSTRUCTION SET
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
PROJECT SUMMARY
PC-21
24.05.14.1 v3.0.9405.5.2
clawFRplus 10 Degree - 29 cm
PROJECT PART QUANTITY
ITEM PART NUMBER QTY
Base 500050202 1994
BASE, 02, CFR
Module Connector 500063304 1700
MODULE CONNECTOR, 1150, 10D, CFRP
Rail 2000895 2308
RAIL, 2500, CFR
Cam 5000630 1700
CAM, 10D, CFRP
Cam Claw 2000854 1700
CAM CLAW, CFRP
Deflector 200088705 850
DEFLECTOR, 10D, 2300, CFR
Bolt 2000697 8459
BLT, HEX FLG, TRI, M6X16, GR8.8, PATCH
Base Pad 2000678 0
PAD, BASE, CFR
CONCRETE MASONRY UNIT N/A 656
BLOCK, CONCRETE, 32.6 LB, - Xin x 8in x 16in NOMINAL, PARTNER SUPPLIED, SEE INSTALLATION MANUAL
APPROVED FOR CONSTRUCTION
PROJECT SUMMARY
MODULE TYPE CANADIAN SOLAR CS6W-530MB-AG
MODULE DIMENSIONS (IN.)89.21 X 44.65 X 1.38
NUMBER OF MODULES 850
MODULE WATTAGE (W STC)530
SYSTEM SIZE (kW STC)450.5
SYSTEM WEIGHT (LB)95399
SYSTEM AREA (SQ FT.)29146
AGGREGATE SYSTEM LOAD (PSF)3.27
NUMBER OF ARRAYS 15
ARRAY TILT (DEG)8.99
1
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Roof 1
1330 E Seventeenth
St4/10/2025
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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
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
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
ARRAY SITE MAP
PC-31
24.05.14.1 v3.0.9405.5.2
ROOF NAME ROOF SETBACK
(FT.)
ROOF HEIGHT
(FT)
PARAPET
HEIGHT (FT)
ROOF TILT
(DEG)
Roof 1 10.00 20.00 2.0 2
KEEPOUT NAME KEEPOUT
CLEARANCE
(FT.)
KEEPOUT
HEIGHT (IN.)
Group 1 4 24
Group 2 4 96
Group 3 4 72
Group 4 4 48
Group 5 0.5 6
Group 6 2 24
3
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180'
15'
79' 1' 60' 1' 39'
105'
40'
219'
319'
134'
23' 2'24'
56'
1'
9'
1'2'6'
51'
6'2'1'
9'
0'
12'
1'
33'
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1330 E Seventeenth
St4/10/2025
'L' RAIL INSTALLATION:
USE THE OUTER SET OF HOLES WHEN INSTALLING RAILS
BETWEEN MODULES.
RAIL ON L SPACING IS ALWAYS ON TOP OF RAIL ON S
SPACING. THIS INSTALLATION SEQUENCE IS CRITICAL TO
SYSTEM PERFORMANCE. FOR MORE INFORMATION
REVIEW THE INSTALLATION MANUAL AND VIDEOS.
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
18 mm (0.709 in) N
G
32
.
9
m
m
(
1
.
2
9
5
i
n
)
S
(ON-MODULE
BASE SPACING)
L
(BETWEEN-MODULE
BASE SPACING)
R
AEBE
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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
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
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
1
24.05.14.1 v3.0.9405.5.2
INSTALLED ARRAY DIMENSIONS
A B C D G J K M N O P R W X Theta (DEG) D/J (#:1)G.C.R.*
mm 2284 1398 121 278 116 177 209 1120 81 59 92 516 253 137 8.99 1.57 0.81UNITS
inches 89.92 55.05 4.75 10.96 4.56 6.97 8.23 44.10 3.20 2.31 3.61 20 5/16 9.95 5.39 8.99 1.57 0.81
* G.C.R = (PW) / B
INSTALLATION MEASUREMENTS
AEBE S L CAM SPACING*
mm 486 1234 1050 53UNITS
inches 19 1/8 48 9/16 41 5/16 2 1/8
*CAM SPACING SHOWN ON ASSEMBLIES PAGE.
MODULE DIMENSIONS
PL PW PT
mm 2266 1134 35UNITS
inches 89.21 44.65 1.38
PC-4 PC-4
PC-4
TYPICAL ARRAY
DIMENSIONS
PC-4
APPROVED FOR CONSTRUCTION
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1330 E Seventeenth
St4/10/2025
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
CAM SPACING
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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
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
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
ASSEMBLIES
PC-51
24.05.14.1 v3.0.9405.5.2
APPROVED FOR CONSTRUCTION
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5
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8
PC-5
PC-5 PC-5
PC-5 PC-5
PC-5
STANDARD ASSEMBLY QUANTITY
NORTH ASSEMBLY 274
SOUTH ASSEMBLY 274
MIDDLE ASSEMBLY 1132
NORTH SOUTH ASSEMBLY 20
NOTE: ASSEMBLIES IN THIS TABLE USE THE STANDARD 2-PAD BASE
CAM SPACING
mm 53UNITS
inches 2 1/8
1330 E Seventeenth
St4/10/2025
NOTE:
EXAMPLE BALLASTING SHOWN ON THIS
PAGE IS FOR REFERENCE ONLY AND DO NOT
REFLECT TYPICAL BALLAST PLACEMENT.
REFER TO BALLAST MAP SHEETS FOR ARRAY
SPECIFIC BALLAST REQUIREMENTS.
BASE
RAIL
DEFLECTOR
CAM BRACKET
AND CAM CLAW
TRANSPARENT MODULE
MODULE CONNECTOR
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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
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
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
1
APPROVED FOR CONSTRUCTION
PC-6
RACKING
COMPONENTS
24.05.14.1 v3.0.9405.5.2
PC-6
PC-6
PC-6
PC-6
PC-6
PC-6PC-6
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1330 E Seventeenth
St4/10/2025
MECHANICAL ATTACHMENT
AT INDICATED LOCATION
NOTE:
EXAMPLE BALLAST AND
ATTACHMENTS SHOWN ON THIS
PAGE ARE FOR REFERENCE
ONLY. REFER TO BALLAST MAP
SHEETS FOR ARRAY SPECIFIC
BALLAST/ATTACHMENT
REQUIREMENTS.
BALLAST QUANTITY:
"#"=QUANTITY OF BALLAST BLOCK INSTALLED
CENTERED 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 HOLD
BALLAST ON MODULES WITH NO BALLAST
SHOWN.
MODULES LONGER THAN 2100 MM
WITH 7 OR 8 BALLAST BLOCKS REQUIRE
TWO (2) RAILS.
6
2
2 2 4
2
85 5
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
ARRAY TOP VIEW B
NTSSCALE:
ARRAY CROSS SECTION VIEW A
NTS
RACKING CONSTRUCTION SET
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
1 PC-7
BALLAST LEGEND
APPROVED FOR CONSTRUCTION
24.05.14.1 v3.0.9405.5.2
PC-7 PC-7
1
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1330 E Seventeenth
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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
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)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 46
MODULE POWER (W)530
ARRAY OUTPUT (Kw)24.38
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 114
Module Connector 92
Rail 149
Cam 92
Cam Claw 92
Deflector 46
Base Pad 0
Ballast Block 113
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)7745
ARRAY AREA (SQ. FT)1576
ARRAY LOAD (PSF)4.92
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.1
PC-81
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.1
PC-8
1
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1/6" = 1'-0"
31
2
2
3
4
3
2
3
4
2
3
4
1
2
2
1
2
1
34
1
1
2
12
1
5
1
26
4
2
1
2 4
3
2
4
24
26
3
82.51'
44.90'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 16
SOUTH ASSEMBLY 16
MIDDLE ASSEMBLY 54
NORTH SOUTH ASSEMBLY 6
1330 E Seventeenth
St4/10/2025
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.2
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 196
MODULE POWER (W)530
ARRAY OUTPUT (Kw)103.88
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 436
Module Connector 392
Rail 488
Cam 392
Cam Claw 392
Deflector 196
Base Pad 0
Ballast Block 85
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)19724
ARRAY AREA (SQ. FT)6727
ARRAY LOAD (PSF)2.93
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.2
PC-91
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.2
PC-9
1
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1/12" = 1'-0"
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
2
1
1
2
2
1
1
2
1
211 2
21
2
73.33'
127.33'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 40
SOUTH ASSEMBLY 40
MIDDLE ASSEMBLY 308
NORTH SOUTH ASSEMBLY 4
1330 E Seventeenth
St4/10/2025
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.3
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 26
MODULE POWER (W)530
ARRAY OUTPUT (Kw)13.78
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 60
Module Connector 52
Rail 71
Cam 52
Cam Claw 52
Deflector 26
Base Pad 0
Ballast Block 25
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)3079
ARRAY AREA (SQ. FT)892
ARRAY LOAD (PSF)3.45
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.3
PC-101
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.3
PC-10
1
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v
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B
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RH
20
2
4
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0
6
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7
0
In
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L
a
y
o
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t
M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
2
1
1
1
2
1
1
1
1
1
1
1
1
2
1
2
1
2
2
45.81'
29.92'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 8
SOUTH ASSEMBLY 8
MIDDLE ASSEMBLY 36
NORTH SOUTH ASSEMBLY 0
1330 E Seventeenth
St4/10/2025
RE
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I
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PR
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P
CH
E
C
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DA
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.4
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 48
MODULE POWER (W)530
ARRAY OUTPUT (Kw)25.44
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 132
Module Connector 96
Rail 165
Cam 96
Cam Claw 96
Deflector 48
Base Pad 0
Ballast Block 48
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)5835
ARRAY AREA (SQ. FT)1641
ARRAY LOAD (PSF)3.56
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.4
PC-111
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.4
PC-11
1
Re
v
i
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e
d
B
a
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a
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M
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p
L
a
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o
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RH
20
2
4
-
0
6
-
0
7
0
In
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a
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L
a
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M
M
20
2
4
-
0
5
-
2
8
1/12" = 1'-0"
22
2
2
1
2
2
11
1
1
2
1 1
2
1 1 1
2
1 1 1
2
2 2
2
1 2
2
2
2
22.87'
134.82'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 34
SOUTH ASSEMBLY 34
MIDDLE ASSEMBLY 26
NORTH SOUTH ASSEMBLY 2
1330 E Seventeenth
St4/10/2025
RE
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N
PR
E
P
CH
E
C
K
DA
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E
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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.5
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 54
MODULE POWER (W)530
ARRAY OUTPUT (Kw)28.62
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 144
Module Connector 108
Rail 162
Cam 108
Cam Claw 108
Deflector 54
Base Pad 0
Ballast Block 26
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)5598
ARRAY AREA (SQ. FT)1847
ARRAY LOAD (PSF)3.03
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.5
PC-121
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.5
PC-12
1
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B
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a
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M
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L
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o
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RH
20
2
4
-
0
6
-
0
7
0
In
i
t
i
a
l
L
a
y
o
u
t
M
M
20
2
4
-
0
5
-
2
8
1/12" = 1'-0"
21
1
1
2
1 1 1 1 1 11 1 1 1 1 1 1 12
1
2
13.70'
134.82'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 36
SOUTH ASSEMBLY 36
MIDDLE ASSEMBLY 36
NORTH SOUTH ASSEMBLY 0
1330 E Seventeenth
St4/10/2025
RE
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C
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I
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N
PR
E
P
CH
E
C
K
DA
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.6
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 50
MODULE POWER (W)530
ARRAY OUTPUT (Kw)26.5
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 114
Module Connector 100
Rail 131
Cam 100
Cam Claw 100
Deflector 50
Base Pad 0
Ballast Block 35
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)5482
ARRAY AREA (SQ. FT)1715
ARRAY LOAD (PSF)3.20
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.6
PC-131
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.6
PC-13
1
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B
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a
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M
a
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L
a
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o
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RH
20
2
4
-
0
6
-
0
7
0
In
i
t
i
a
l
L
a
y
o
u
t
M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
2
2
1
1
1
2
1
1
1
1
1
2
1
1
2
2
1
1
1
1
1
2
1
1
2
2
50.40'
52.40'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 14
SOUTH ASSEMBLY 14
MIDDLE ASSEMBLY 72
NORTH SOUTH ASSEMBLY 0
1330 E Seventeenth
St4/10/2025
RE
V
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C
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T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.7
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 26
MODULE POWER (W)530
ARRAY OUTPUT (Kw)13.78
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 62
Module Connector 52
Rail 69
Cam 52
Cam Claw 52
Deflector 26
Base Pad 0
Ballast Block 19
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)2881
ARRAY AREA (SQ. FT)891
ARRAY LOAD (PSF)3.23
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.7
PC-141
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.7
PC-14
1
Re
v
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d
B
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a
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t
M
a
p
L
a
y
o
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RH
20
2
4
-
0
6
-
0
7
0
In
i
t
i
a
l
L
a
y
o
u
t
M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
2
1
1
1
1
1
2
1
1
1
2
1
2
2
27.46'
37.41'ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 10
SOUTH ASSEMBLY 10
MIDDLE ASSEMBLY 32
NORTH SOUTH ASSEMBLY 0
1330 E Seventeenth
St4/10/2025
RE
V
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C
R
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P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.8
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 186
MODULE POWER (W)530
ARRAY OUTPUT (Kw)98.58
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 422
Module Connector 372
Rail 490
Cam 372
Cam Claw 372
Deflector 186
Base Pad 0
Ballast Block 122
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)20128
ARRAY AREA (SQ. FT)6381
ARRAY LOAD (PSF)3.15
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.8
PC-151
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.8
PC-15
1
Re
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d
B
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a
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t
M
a
p
L
a
y
o
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RH
20
2
4
-
0
6
-
0
7
0
In
i
t
i
a
l
L
a
y
o
u
t
M
M
20
2
4
-
0
5
-
2
8
1/12" = 1'-0"
21
1
1
1
1
2
11
1
1
1
1
2
2
1
1
1
1
1
1
1
1
1
1
2
1
2
2
1
1
1
1
1
1 2
2
2
2
1
1
1
1
2
2
1
2
2
1
2
2
1
1
2
1
1
1
1
2
1
2
1
1
1
1
1
1
2
2
1
1
2
1
1 2
2
2
1
2
1
2 1
1
2
1
2
2
2
2
87.10'
134.82'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 50
SOUTH ASSEMBLY 50
MIDDLE ASSEMBLY 272
NORTH SOUTH ASSEMBLY 0
1330 E Seventeenth
St4/10/2025
RE
V
DE
S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.9
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 106
MODULE POWER (W)530
ARRAY OUTPUT (Kw)56.18
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 230
Module Connector 212
Rail 255
Cam 212
Cam Claw 212
Deflector 106
Base Pad 0
Ballast Block 48
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)10709
ARRAY AREA (SQ. FT)3639
ARRAY LOAD (PSF)2.94
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.9
PC-161
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.9
PC-16
1
Re
v
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e
d
B
a
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a
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M
a
p
L
a
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o
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RH
20
2
4
-
0
6
-
0
7
0
In
i
t
i
a
l
L
a
y
o
u
t
M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
2
1
1
2
1
2
2
2
1
1
1
1
2
1
1
1
1
1
2
1
1
1
1
1
1
1
1
1
1
2
2
1
1
2
1
1
2
73.33'
67.38'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 18
SOUTH ASSEMBLY 18
MIDDLE ASSEMBLY 176
NORTH SOUTH ASSEMBLY 0
1330 E Seventeenth
St4/10/2025
RE
V
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S
C
R
I
P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.10
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 18
MODULE POWER (W)530
ARRAY OUTPUT (Kw)9.54
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 46
Module Connector 36
Rail 53
Cam 36
Cam Claw 36
Deflector 18
Base Pad 0
Ballast Block 17
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)2134
ARRAY AREA (SQ. FT)616
ARRAY LOAD (PSF)3.46
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.10
PC-171
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.10
PC-17
1
Re
v
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s
e
d
B
a
l
l
a
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t
M
a
p
L
a
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o
u
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RH
20
2
4
-
0
6
-
0
7
0
In
i
t
i
a
l
L
a
y
o
u
t
M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
2
1
11
1
1
1
1
2
2
2
2
27.46'
37.41'ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 8
SOUTH ASSEMBLY 8
MIDDLE ASSEMBLY 18
NORTH SOUTH ASSEMBLY 2
1330 E Seventeenth
St4/10/2025
RE
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.11
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 34
MODULE POWER (W)530
ARRAY OUTPUT (Kw)18.02
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 80
Module Connector 68
Rail 95
Cam 68
Cam Claw 68
Deflector 34
Base Pad 0
Ballast Block 42
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)4336
ARRAY AREA (SQ. FT)1166
ARRAY LOAD (PSF)3.72
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.11
PC-181
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.11
PC-18
1
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B
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M
a
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RH
20
2
4
-
0
6
-
0
7
0
In
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L
a
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M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
21
2
1
1
1
1
2
2
1
21
12
22
22
22
22
12
1
2
59.57'
37.41'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 10
SOUTH ASSEMBLY 10
MIDDLE ASSEMBLY 46
NORTH SOUTH ASSEMBLY 2
1330 E Seventeenth
St4/10/2025
RE
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PR
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P
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DA
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.12
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 36
MODULE POWER (W)530
ARRAY OUTPUT (Kw)19.08
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 86
Module Connector 72
Rail 103
Cam 72
Cam Claw 72
Deflector 36
Base Pad 0
Ballast Block 32
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)4190
ARRAY AREA (SQ. FT)1234
ARRAY LOAD (PSF)3.40
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.12
PC-191
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.12
PC-19
1
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RH
20
2
4
-
0
6
-
0
7
0
In
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a
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L
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M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
21
2
1
2
1
2
1
1
1
1
2
2
1
1
1
1
1
2
2
1
1
2
27.46'
52.40'ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 14
SOUTH ASSEMBLY 14
MIDDLE ASSEMBLY 44
NORTH SOUTH ASSEMBLY 0
1330 E Seventeenth
St4/10/2025
RE
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PR
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P
CH
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K
DA
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.13
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 8
MODULE POWER (W)530
ARRAY OUTPUT (Kw)4.24
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 24
Module Connector 16
Rail 27
Cam 16
Cam Claw 16
Deflector 8
Base Pad 0
Ballast Block 16
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)1234
ARRAY AREA (SQ. FT)273
ARRAY LOAD (PSF)4.52
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.13
PC-201
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.13
PC-20
1
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M
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L
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RH
20
2
4
-
0
6
-
0
7
0
In
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t
i
a
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L
a
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o
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M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
3
2
3
2
222
13.70'
29.92'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 4
SOUTH ASSEMBLY 4
MIDDLE ASSEMBLY 4
NORTH SOUTH ASSEMBLY 4
1330 E Seventeenth
St4/10/2025
RE
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N
PR
E
P
CH
E
C
K
DA
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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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.14
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 10
MODULE POWER (W)530
ARRAY OUTPUT (Kw)5.3
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 26
Module Connector 20
Rail 30
Cam 20
Cam Claw 20
Deflector 10
Base Pad 0
Ballast Block 15
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)1368
ARRAY AREA (SQ. FT)342
ARRAY LOAD (PSF)4.00
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.14
PC-211
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.14
PC-21
1
Re
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B
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RH
20
2
4
-
0
6
-
0
7
0
In
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i
a
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L
a
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o
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M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
2
2
1
2
2
2
2
2
18.28'
22.42'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 6
SOUTH ASSEMBLY 6
MIDDLE ASSEMBLY 8
NORTH SOUTH ASSEMBLY 0
1330 E Seventeenth
St4/10/2025
RE
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C
R
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P
T
I
O
N
PR
E
P
CH
E
C
K
DA
T
E
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
C
D
A
B
C
D
RACKING CONSTRUCTION SET
SCALE:
A
RACKING CONSTRUCTION SET
ARRAY 1.15
ROOF INFORMATION
ROOF HEIGHT (FT)20.00
PARAPET HEIGHT (FT)2.0
ROOF TILT (DEG)2
ROOF TYPE PVC
SPECIFICATIONS
NUMBER OF MODULES 6
MODULE POWER (W)530
ARRAY OUTPUT (Kw)3.18
ARRAY AZIMUTH 180
PART QUANTITIES
ITEM QTY
Base 18
Module Connector 12
Rail 20
Cam 12
Cam Claw 12
Deflector 6
Base Pad 0
Ballast Block 13
LOADING DETAILS
SINGLE MODULE WT (LB)71.0
SINGLE CMU WT (LB)32.6
TOTAL ARRAY WT (LB)958
ARRAY AREA (SQ. FT)205
ARRAY LOAD (PSF)4.68
REQUIRED CLEARANCES PER ASCE 7-16
CONDITION 1 (in.)4
CONDITION 2 (in.)7
CONDITION 3 (in.)7
CONDITION 4 (in.)48
APPROVED FOR CONSTRUCTION
PowerFlex
CA Target T0286 Santa Ana
1330 17th Street, Santa Ana,
CA, USA
BALLAST LAYOUT - 1.15
PC-221
24.05.14.1 v3.0.9405.5.2
BALLAST LAYOUT - 1.15
PC-22
1
Re
v
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B
a
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a
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M
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L
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RH
20
2
4
-
0
6
-
0
7
0
In
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i
a
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L
a
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o
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M
M
20
2
4
-
0
5
-
2
8
1/6" = 1'-0"
3
3
23
2
9.11'
22.42'
ASSEMBLY QUANTITIES
ASSEMBLY QTY
NORTH ASSEMBLY 6
SOUTH ASSEMBLY 6
MIDDLE ASSEMBLY 0
NORTH SOUTH ASSEMBLY 0
1330 E Seventeenth
St4/10/2025
MORE POWER
MORE RELIABLE
Comprehensive LID / LeTID mitigation
technology, up to 50% lower degradation
Module power up to 545 W
545 W
Minimizes micro-crack impacts
Heavy snow load up to 5400 Pa,
wind load up to 2400 Pa*
Better shading tolerance
30
12
Years
Years
BiHiKu6
520 W ~ 545 W
BIFACIAL MONO PERC
CS6W-520|525|530|535|540|545MB-AG
FRONT BACK
Compatible with mainstream trackers,
cost effective product for utility power plant
Up to 12.3 % lower LCOE
Up to 5.2 % lower system cost
PRODUCT CERTIFICATES*
ISO 9001:2015 / Quality management system
ISO 14001:2015 / Standards for environmental management system
ISO 45001: 2018 / International standards for occupational health & safety
MANAGEMENT SYSTEM CERTIFICATES*
products you order or use. Please contact your local Canadian Solar sales representative
in which the products will be used.
*According to the applicable Canadian Solar Limited Warranty Statement.
Enhanced Product Warranty on Materials
and Workmanship*
Linear Power Performance Warranty*
1 st year power degradation no more than 2%
Subsequent annual power degradation no more than 0.45%
IEC 61215 / IEC 61730 / CE / INMETRO / MCS / UKCA
CEC listed (US California)
UL 61730 / IEC 61701 / IEC 62716 / IEC 60068-2-68
Take-e-way
1330 E Seventeenth
St4/10/2025
PARTNER SECTION
ELECTRICAL DATA | STC*
Nominal
Max.
Power
(Pmax)
Opt.
Operating
Voltage
(Vmp)
Opt.
Operating
Current
(Imp)
Open
Circuit
Voltage
(Voc)
Short
Circuit
Current
(Isc)
Module
CS6W-520MB-AG 520 W 40.5 V 12.84 A 48.4 V 13.70 A 20.2%
Bifacial
Gain**
5% 546 W 40.5 V 13.48 A 48.4 V 14.39 A 21.2%
10% 572 W 40.5 V 14.12 A 48.4 V 15.07 A 22.3%
20% 624 W 40.5 V 15.41 A 48.4 V 16.44 A 24.3%
CS6W-525MB-AG 525 W 40.7 V 12.90 A 48.6 V 13.75 A 20.4%
Bifacial
Gain**
5% 551 W 40.7 V 13.55 A 48.6 V 14.44 A 21.4%
10% 578 W 40.7 V 14.21 A 48.6 V 15.13 A 22.5%
20% 630 W 40.7 V 15.48 A 48.6 V 16.50 A 24.5%
CS6W-530MB-AG 530 W 40.9 V 12.96 A 48.8 V 13.80 A 20.6%
Bifacial
Gain**
5% 557 W 40.9 V 13.62 A 48.8 V 14.49 A 21.7%
10% 583 W 40.9 V 14.26 A 48.8 V 15.18 A 22.7%
20% 636 W 40.9 V 15.55 A 48.8 V 16.56 A 24.8%
CS6W-535MB-AG 535 W 41.1 V 13.02 A 49.0 V 13.85 A 20.8%
Bifacial
Gain**
5% 562 W 41.1 V 13.68 A 49.0 V 14.54 A 21.9%
10% 589 W 41.1 V 14.34 A 49.0 V 15.24 A 22.9%
20% 642 W 41.1 V 15.62 A 49.0 V 16.62 A 25.0%
CS6W-540MB-AG 540 W 41.3 V 13.08 A 49.2 V 13.90 A 21.0%
Bifacial
Gain**
5% 567 W 41.3 V 13.73 A 49.2 V 14.60 A 22.1%
10% 594 W 41.3 V 14.39 A 49.2 V 15.29 A 23.1%
20% 648 W 41.3 V 15.70 A 49.2 V 16.68 A 25.2%
CS6W-545MB-AG 545 W 41.5 V 13.14 A 49.4 V 13.95 A 21.2%
Bifacial
Gain**
5% 572 W 41.5 V 13.80 A 49.4 V 14.65 A 22.3%
10% 600 W 41.5 V 14.46 A 49.4 V 15.35 A 23.3%
20% 654 W 41.5 V 15.77 A 49.4 V 16.74 A 25.5%
* Under Standard Test Conditions (STC) of irradiance of 1000 W/m2, spectrum AM 1.5 and cell tempe-
rature of 25°C.
** Bifacial Gain: The additional gain from the back side compared to the power of the front side at
the standard test condition. It depends on mounting (structure, height, tilt angle etc.) and albedo of
the ground.
ENGINEERING DRAWING (mm)
Rear View
ELECTRICAL DATA | NMOT*
Nominal
Max.
Power
(Pmax)
Opt.
Operating
Voltage
(Vmp)
Opt.
Operating
Current
(Imp)
Open
Circuit
Voltage
(Voc)
Short
Circuit
Current
(Isc)
CS6W-520MB-AG 390 W 38.0 V 10.27 A 45.7 V 11.05 A
CS6W-525MB-AG 394 W 38.2 V 10.32 A 45.9 V 11.09 A
CS6W-530MB-AG 397 W 38.3 V 10.38 A 46.1 V 11.13 A
CS6W-535MB-AG 401 W 38.5 V 10.42 A 46.3 V 11.17 A
CS6W-540MB-AG 405 W 38.7 V 10.47 A 46.5 V 11.21 A
CS6W-545MB-AG 409 W 38.9 V 10.52 A 46.7 V 11.25 A
* Under Nominal Module Operating Temperature (NMOT), irradiance of 800 W/m2,
spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s.
35
23
Mounting Hole
CS6W-530MB-AG / I-V CURVES
7
10
R
9
14
R
ELECTRICAL DATA
Operating Temperature -40°C ~ +85°C
Max. System Voltage 1500 V (IEC/UL) or 1000 V (IEC/UL)
Module Fire Performance TYPE 29 (UL 61730)
or CLASS C (IEC61730)
Max. Series Fuse Rating 30 A
Class A
Power Tolerance
Power Bifaciality* 70 %
* Power Bifaciality = Pmaxrear / Pmaxfront, both Pmaxrear and Pmaxfront are tested under STC, Bifaciality
Tolerance: ± 5 %
MECHANICAL DATA
Data
Cell Type Mono-crystalline
Cell Arrangement
Dimensions
Weight 32.2 kg (71.0 lbs)
Front Glass 2.0 mm heat strengthened glass with anti-
Back Glass 2.0 mm heat strengthened glass
Frame Anodized aluminium alloy
J-Box IP68, 3 bypass diodes
Cable 4.0 mm² (IEC), 12 AWG (UL)
Cable Length
(Including Connector)
410 mm (16.1 in) (+) / 290 mm (11.4 in) (-)
or customized length*
Connector T4 or MC4 series
Per Pallet 30 pieces
Per Container (40 HQ) 600 pieces or 540 pieces (only for US)
* For detailed information, please contact your local Canadian Solar sales and technical
representatives.
Frame Cross Section A-A
TEMPERATURE CHARACTERISTICS
Data
-0.34 % / °C
-0.26 % / °C
0.05 % / °C
Nominal Module Operating Temperature 41 ± 3°C
V
A
V
A
1000 W/m2
800 W/m2
600 W/m2
400 W/m2
200 W/m2
5°C
25°C
45°C
65°C
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0
06 55 05 54 04 53 03 52 02 51 01 5 06 55 05 54 04 53 03 52 02 51 01 5
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0
0 ~ + 10 W
products due to the on-going innovation and product enhancement. CSI Solar Co., Ltd. reserves the
right to make necessary adjustment to the information described herein at any time without further
notice.
have professional skills and please carefully read the safety and installation instructions before using
our PV modules.
35
AA
1105
1134
50
50
6- 5
Grounding
Hole
40
0
79
0
11
5
5
8-10x7
Mounting
Hole(tracker)
4-14x9
Mounting
Hole
22
6
6
Feb. 2022 | All rights reserved | PV Module Product Datasheet v2.0_F42_J2_NACSI SOLAR (USA) CO., LTD.
1330 E Seventeenth
St4/10/2025
Presented by:
Feasibility Structural Analysis of Building for a Proposed
Rooftop Solar PV System
N Grand Ave & 17th St, Santa Ana, CA 92705
Target T0286 - Santa Ana
For The Project:
Presented to:
805 Third Avenue, 14th Floor
New York, NY 10022
Rev. 0
Pure Power Engineering, Inc.
111 River Street - Suite 1110
Hoboken, NJ 07030
www.PurePower.com
(201) 687-9975
December 7, 2022
Ying Liu, PE
Drit Sokoli, Ph.D
PPE Project No. PPE-05184.03
Ahmed Youssef, PE
1330 E Seventeenth
St4/10/2025
Table of Contents
Executive Summary
Reserved Load/Snow Drift Plan(s)
Standard Conditions for Engineering Services on Existing Structures
Codes and Design Criteria
Analysis Assumptions
Conclusion
Target T0286 - Santa Ana - Feasibility Report PPE-05184.03
Table of Contents
Checked by AY
Prepared by DS
12/7/2022
1.1
3.1 - 3.2
4.1
5.1
6.1
2.1
1330 E Seventeenth
St4/10/2025
Executive Summary
• Existing building is feasible for PV solar system.
• Reserved capacity and maximum allowable deck loads for the existing roof:
Reserved Capacity =
Maximum system weight =
Deck Downward = (controlled by 2x4 purlin for point load spaced at 4.0 ft o.c.)
Assuming using U-Anchor 2400/2600 with 8-#14 fasteners and w/ PanelClaw racking system with U-bracket
Uplift =
Shear =
0 (in a 2.0' wide strip X 6.5' long spans, point loads spaced at 3.0' and 3.7' o.c.)
Assuming using OMG PowerGrip Plus with 8-#14 fasteners and w/ PanelClaw racking system with U-bracket
Uplift =
Shear =
0
Assuming using Facet with 8-#14 fasteners and w/ PanelClaw racking system with U-bracket
Uplift =
Shear =
Notes:
Existing Structure
Target T0286 - Santa Ana - Feasibility Report PPE-05184.03
12/7/2022
A (PV) Solar Array is proposed to be installed with modules mounted to a ballasted (and/or mechanically attached)
racking system and supported on the rooftop of the subject building. Pure Power has performed a structural analysis
and determined the following:
320.0 lb
Sheet 1.1
Prepared by DS
315 lb
224,084 lb
Checked by AY
6.0 psf
The original structure is Target T0286 - Santa Ana building located at N Grand Ave & 17th St, Santa Ana, CA
92705. The referenced building is a one story wood frame structure, which was built circa 1966. The
approximate total area is 107370 square feet. Typical roof construction consists of 1/2 Plywood Deck (assumed)
supported by wood joists spaced at 1'-4" o.c., supported by wood purlins spaced at 8'-0" o.c. Purlins are
supported by girders spaced at 30' o.c.
350.0 lb
335 lb
200 lb
• The allowable deck loads will be dependent on the racking system used. At the time of the writing of this
report, this information was not available. The allowable deck loads are subject to change upon receiving this
information.
• Racking manufacturer shall select the racking system such that satisfies both the above specified uniform load
reserve capacities and the maximum allowable downward, uplift and shear loads on the roof deck, respectively.
All allowable capacities listed above are based on min. 0.5" penertration in existing plywood sheathing.
450 lb
200 lb
333 lb
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Reserved Load Plan
Target T0286 - Santa Ana - Feasibility Report
12/7/2022
Sheet 2.1
Prepared by DS
PPE-05184.03
Checked by AY
(Blue Shaded Area)
Reserved Capacity = 6 psf
No PV in the Red Shaded Areas
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Standard Conditions for Engineering Services on Existing Structures
Proposed PV-Panels and Preliminary Design
Target T0286 - Santa Ana - Feasibility Report
12/7/2022
Sheet 3.1
Prepared by DS
Checked by AY
• PV solar panels shall be installed on the roof as arrays on a ballasted racking system. A typical ballasted racking
system is designed to resist wind uplift and sliding by placing concrete blocks (ballast) as counterweight on the
racks. The system does not increase uplift on the building because the ballast should be designed to resist the
additional uplift in order to provide the code required factor of safety.
• If the PV racking system is mechanically attached to the roof deck, then the uplift and shear forces at each
mechanical attachment are not to exceed the capacity noted in this report under the conclusion section.
• It is assumed that the panels will be approximately 12 inches above the rooftop at the high end.
• It is assumed that the average design weight includes the weight of the panels, racking system and the ballast
and all required assemblies.
PPE-05184.03
• The analysis is based on the information gathered from the field and/or information provided to Pure Power
Engineering and is assumed to be current and accurate.
• Unless noted otherwise, the structure and the foundation system are assumed to be in good condition, free of
defects, and can achieve theoretical strength.
• It is assumed that the structure has been properly maintained and shall be properly maintained during its
service. The superstructure and the foundation system are assumed to be designed with proper engineering
practice and fabricated, constructed and erected in accordance with the design documents. Pure Power will
accept no liability which may arise due to any existing deficiency in design, material, fabrication, erection,
construction, etc. or lack of maintenance.
• The analysis results are only applicable for the proposed additions and alterations specified in this report. Any
deviation of the proposed equipment and placement, etc., will require Pure Power to generate an additional
structural analysis.
• The analysis does not include the design of the racking system or the ballast it requires. The analysis is
performed to verify the capacity of the main structural system. Connections are assumed to have the capacity of
the main structural members.
• Pure Power assumes that the existing building has NOT been modified or altered from its original design.
Building landlord/client shall inform PPE with any kind of modification and/or alteration that may have been
done to the existing building during its lifetime.
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Existing Building Code Allowance
Target T0286 - Santa Ana - Feasibility Report PPE-05184.03
Checked by AY
• Pursuant to CA Existing Building Code section 502.4, any existing gravity load-carrying structural element for
which additions and/or alterations cause an increase in design gravity load of no more than 5 percent, shall be
permitted to remain unaltered, thus considered to be code-compliant and adequate. Any existing gravity load-
carrying structural element for which additions and/or alterations cause an increase in design gravity loads
exceeding 5 percent is checked against the applicable Code criteria for new structures.
• Pursuant to CA Existing Building Code Sections 502.5, any existing lateral load-carrying structural element
whose demand-capacity ratio with the addition and/or alteration considered is no more than 10 percent greater
than its demand-capacity ratio with the addition and/or alteration ignored shall be permitted to remain
unaltered, thus considered to be Code-compliant and adequate. If the demand- capacity ratio increase is more
than 10 percent, the subject structural element is checked against the applicable Code criteria for new
structures.
• Pursuant International Building Code section 1607A.13.5.1, where PV panels are installed on building roof, it is
not necessary to include roof live load in the area(s) covered by the panels when these area(s) are inaccessible,
or signs are posted prohibiting storage under the panels. Therefore, Pure Power has applied the roof live/snow
load in all areas that are still accessible and subject to foot traffic, maintenance workers, storage, etc., but not
directly under the modules.
Sheet 3.2
12/7/2022
Prepared by DS
1330 E Seventeenth
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Codes and References
2019 California Building Code, Adopting 2018 International Building Code with Amendments
Minimum Design Loads for Buildings and Other Structures, ASCE 7-16
2018 National Design Specification, NDS, by the American Wood Council
Design Criteria
Snow Load (Service)
Ground Snow Load:
Risk Category:
Snow Exposure: Ce:
Snow Load Important Factor Is:
Thermal Factor Ct:
Flat Snow Load:
Roof Live Load (Service)
Wind Load
Risk Category:
Ultimate Wind Speed:
Exposure Category:
Seismic Load
Risk Category:
Ie, Seismic Importance Factor:
Site Class:
SS, Mapped spectral response acceleration at short periods:
SDS, Design spectral response acceleration at short periods:
S1, Mapped spectral response acceleration at 1s period:
SD1, Design spectral response acceleration at 1s period:
Seismic Design Category:
Target T0286 - Santa Ana - Feasibility Report
Checked by AY
12/7/2022
Sheet 4.1
Prepared by DS
0 psf
II
1.0
II
1.255
0.664
0.575
94 mph
1.0
1.0
20.0 psf
II
1.00
C
1.882
0.0 psf
B
Note: The racking manufacturer/the racking manufacturer’s structural engineer shall be responsible to verify the
design criteria when designing the racking system.
PPE-05184.03
D
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Analysis Assumptions for Existing Roof
The proposed PV system is to weigh a maximum
Therefore, the proposed loading, including the weight of the PV system is as follows:
Roofing & Insulation
Plywood Sheathing
Wood Framing
MEP, Sprinklers & Ceiling
Total Roof DL =
PV System Weight
Roof SL =
Total Roof Load =
Target T0286 - Santa Ana - Feasibility Report
Sheet 5.1
Prepared by DS
The building was analyzed based on the construction drawings by John E Mackel and Associates - Consulting
Structural Engineers dated 02/25/1966.
5.0 psf
12/7/2022
Checked by AY
PPE performed structural analysis for the roof elements. It was found that the weight of the proposed solar array
with ballasts plus the design roof dead load did not exceed the members capacity. Therefore, the structure may
remain unaltered.
PPE-05184.03
13.5 psf
6.0 psf
0.0 psf
19.5 psf
2.0 psf
1.5 psf
5.0 psf
PPE understands that the area where the clear space between the panels and rooftop is not more than 24 in.
Therefore, as per the current state code (section 1607A.13.5.1), roof live load does NOT need to be considered on
areas where the proposed PV system will be installed.
6.0 psf
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Conclusion
Sincerely,
Ying Liu, PE
Ahmed Youssef, PE
Drit Sokoli, Ph.D
Target T0286 - Santa Ana - Feasibility Report
12/7/2022
Sheet 6.1
Prepared by DS
Based on our experience and engineering analysis of the information available at the time of this writing, it is the
opinion of this organization that the added stresses due to the weight of the proposed PV modules are considered
acceptable and will not exceed the capacity of the existing roof structure. The proposed PV modules may be installed
at Target T0286 - Santa Ana under the conditions outlined in the body of this report.
Do not stage pallets on roof unless staging plan drawing is provided by PPE.
This report does not represent an approval of the proposed PV system design. It is the racking designer’s
responsibility to ensure any proposed racking system is within the limits stated in this report and their system is
designed in accordance with the requirements in the governing building code. PPE can review the existing framing
adequacy for anchorage reaction loads upon request and if the racking design are supplied to PPE by the racking
designer.
PPE-05184.03
Checked by AY
1330 E Seventeenth
St4/10/2025