DELASAUX-JB-RevB

$3,767.53

This Pole Mount is designed to meet your site-specific inputs which are modules with dimensions of 83 inches by 41.3 inches and an array layout of 2 wide by 4 high.
This mount fits on 1 – 6in Pipe Sch 40 inch steel pole.
The package includes a rail kit with all hardware necessary to attach and bond the solar modules to the rack. A chain hoist and lift bracket are needed for each pole (not included).

SKU: 1P-0-6TOP-HD-24-L-4Hx2W Category:

Description

This Pole Mount is designed to meet your site-specific inputs which are modules with dimensions of 83 inches by 41.3 inches and an array layout of 2 wide by 4 high.
This mount fits on 1 – 6in Pipe Sch 40 inch steel pole.
The package includes a rail kit with all hardware necessary to attach and bond the solar modules to the rack. A chain hoist and lift bracket are needed for each pole (not included).

Additional information

Weight 672.19 lbs
Dimensions 90 × 24 × 24 in
SKU CODE

1P-0-6TOP-HD-24-L-4HX2W

DUTY SIZE

HD

POLE SIZE

6IN, PIPE, SCH, 40

PRODUCT TYPE

BEAM

NUMBER OF POLES

1.00

POLE SPACING

15.00

POLE HEIGHT

8.94

WING SPAN

24.00

FOUNDATION DEPTHS

[OBJECT, OBJECT]

TILT ANGLE

25.00

CANTILEVER

138.00

GROUND CLEARANCE

6.00

NO POLES

1.00

MODULE AREA

195.07

ARRAY WIDTH

14.00

ARRAY HEIGHT

13.93

RAIL LENGTH

167.20

MODULE LENGTH

83.00

PASSED OVERHANG CHECK

TRUE

MODULE WIDTH GAP

0.50

MODULE LENGTH GAP

1.00

TOTAL FRAME LENGTH

11.50

GROUND TO TOP

11.85

PROJECTED PANEL HEIGHT

5.82

WIND SPEED OVERRIDE

100.00

SNOW LOAD OVERRIDE

70.00

DIRECT SNOW LOAD

FALSE

PROJECT ID

DELASAUX-JB-REVB

SITE ADDRESS

18159, LASSO, LOOP, PENN, VALLEY, CA, 95946, USA

MODULE WIDTH

41.30

NUMBER ROWS

4.00

NUMBER COLUMNS

2.00

MAIN PIPE SECTION

2, 12GA

RISK CATEGORY

I

EXPOSURE CATEGORY

C

POLE OVERRIDE

AUTO

SOIL TYPE

SAND

FOUNDATION TYPE

ROUND

FOUNDATION SIZE

36.00

CHECK RAILS

TRUE

TOTAL PRICE

3767.53

TOTAL WEIGHT

672.19

TOTAL PALLETS

1.00

PDF

https://SKYCIVQUOTES.S3.AMAZONAWS.COM/29CF5554-0AE4-4A43-8BA0-37AA5F2F27C8.PDF

ID

240.00