Maxeon 6 66 cells Residen al Solar Panel
(SPR-MAX6-XXX)
0
153
TOP CLAMPS
Moun ng
Moun ng Configura on Diagram
Configura on
Front View
Descrip on
Back View
Long Side Moun ng,
Rails Perpendincular
to Moun ng Frame
Long Side Moun ng,
Point Supported
Long Side Moun ng,
Rails Parallel to
Moun ng Frame
(End Mount)
Short Side Moun ng,
Rails Perpendicular to
Moun ng Frame
(End Mount)
Short Side Moun ng,
Point Supported
(End Mount)
Short Side Moun ng,
Rails Parallel to
Moun ng Frame
(End Mount)
1 In the cases where hybrid moun ng is necessary (combina on of long and short side moun ng), the lowest
design load values should be considered as allowable design load.
2 Test loads are for informa on purposes only, design loads should be considered for the project design.
3 Design Load considers 1.5 Factor of Safety, Test load = Design load x 1.5. Product Warranty covers only design
load values. The design loads listed in this table supersede all other loads that may be defined by other
par es, unless there is a formal authoriza on by Maxeon.
©2024 Maxeon Solar Technologies, Ltd. All rights reserved. Specifications included in this manual are subject to change without notice.
Safety and Installation Instructions - Document 001-15497 Rev.AB
271
525
729
1100 mm
1872 mm
A - Ground Holes (4X Ø4.2mm)
B- Moun ng Holes (4X Ø6.8mm)
Measurement Tolerances are +/-3 mm for the Length and Width of the Module.
Moun ng Zone
Test Load
Design Load
Loca ons
(distance from corner
Downward/Upward
Downward/Upward
(Pa)
(Pa)
in mm)
0 - 153
+2400/-2400
+1600/-1600
153 - 271
+1600/-1700
+2400/-2550
271 - 525
+5400/-4050
+3600/-2700
525 - 729
+2400/-2550
+1600/-1700
+1600/-1600
0 - 153
+2400/-2400
153- 271
+2400/-2400
+1600/-1600
+5400/-3600
271 - 525
+3600/-2400
525 - 729
+2400/-2400
+1600/-1600
0 - 153
+1600/-1600
+2400/-2400
153- 271
+1600/-1600
+2400/-2400
271 - 525
+5400/-3600
+3600/-2400
525 - 729
+2400/-2400
+1600/-1600
0 - 350
+3600/-2400
+2400/-1600
+2400/-2400
+1600/-1600
0 - 350
0 - 350
+2400/-2400
+1600/-1600
MAXEON SOLAR TECHNOLOGIES, LTD.
271
525
729
B
GEN 5.2 FRAME PROFILE
SIDE FRAME PROFILE
40 mm
32 mm
BOLTS
Moun ng
Moun ng Configura on Diagram
Configura on
Front View
Back View
Descrip on
Long Side Moun ng,
Rails Perpendincular
to Moun ng Frame
Long Side Moun ng,
Rails Perpendincular
to Moun ng
Frame
Long Side Moun ng,
Point Supported
4
Rails must not be under the junc on box.
5
Bo om flange moun ng.
6
Range indicates the posi oning of the the clamps not the rails.
7
Slight bending may occur due to weight of the module.
8
For High Velocity Hurricane Zone (HVHZ), the modules achieved the required test loads. For hurricane zone
building code requirements, please check with your installer.
0
153
A
END FRAME PROFILE
40 mm
24 mm
Test Load
Design Load
Moun ng Holes
Downward/Upward
Downward/Upward
Loca on
(Pa)
(Pa)
+5400/-6000
1100mm Holes
+3600/-4000
Outer: Bolts
1100mm Holes
+
+9000/-6000
+6000/-4000
Middle: Clamps
886 - 986
1100mm Holes
+5400/-5400
+3600/-3600
EN