YKK Design Manual - 1480

ThermaShade® Calculation Worksheet for E9-3111

MULLION SPACING (FT)

ALLOWABLE UNIFORM COMBINED
LOAD FOR THERMASHADE
ATTACHED TO E9-3111 MULLION

7
6
5

24"

4
30"

3

OUTRIGGER
PROJECTION

8

36"

2
20

40

60

80

100

ALLOWABLE COMBINED LOAD (PSF)

Chart B
ThermaShade
Length

24
24
24
24
30
30
30
30
36
36
36
36

Inch
Inch
Inch
Inch
Inch
Inch
Inch
Inch
Inch
Inch
Inch
Inch

Combined
Load

80
60
40
30
80
60
40
30
80
60
40
30

OBTAIN COMBINED LOAD

		*COMBINED LOAD: __________(example: 40 psf)
*Allowable combined load (in PSF) as required by the code of jurisdiction
and/or code referenced ASCE standard (Minimum Design Loads for
Buildings and Other Structures) and determined by the building engineer
of record (reference signed document) consisting of dead load plus other
load effects such as snow, snow surcharges and drifts, ice, wind, live load
roof, or others.

VALIDATE OUTRIGGER PROJECTION

0.84
0.87
0.91
0.93
0.77
0.81
0.87
0.90
0.70
0.75
0.82
0.86

Using Chart A, validate the desired sunshade depth (outrigger projection).
		 *COMBINED LOAD: __________
		 (Draw a vertical line at the Combined Load. Example: 40 psf)
		 VERTICAL MULLION SPACING: __________
		 (Draw horizontal line at Mullion Spacing. Example: 5')
		DESIRED OUTRIGGER PROJECTION: __________
(Example: 24")
Intersecting point must be below the curve of the Outrigger Projection.
In the example shown, the intersecting point is below the 24" Outrigger
Projection curve, therefore it is validated.

STEP 3

E9-3111
WITH HORIZONTALS
WITHOUT THERMASHADES

DETERMINE REDUCTION FACTOR

Determine Wind Load reduction factor from Chart B.
		 REDUCTION FACTOR: __________(example: .91)
		 Note: Interpolate the reduction factor for combined loads not shown.

19
18

V
E
R
T
I
C
A
L

STEP 1

STEP 2

Reduction
Factor

PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF

Use the following charts to validate outrigger projection, mullion
spacing, and vertical span. The following worksheet is for one
standard ThermaShade per mullion.
Use the following job requirements as an example:
Combined Load = 40 psf
Mullion Spacing = 5'
Desired Outrigger Projection = 24"
Vertical Span = 14'
Wind Load = 25 psf

STEP 4

17

APPLY REDUCTION FACTOR AND VALIDATE THE DESIRED
VERTICAL SPAN

16
15
14
13

25 PSF

12

35 PSF

S
11
P
A 10
N
9
(FT)

45 PSF
55 PSF
65 PSF

8
2

3

4

5

6

7

M U L L I O N S PA C I N G ( F T )
09-1000-07 | Effective Date: January 18, 2019

Using the standard Wind Load Chart to the left, apply the Reduction
Factor to the Vertical Span.
-Draw a vertical line at the Mullion Spacing until it intersects the desired
Wind Load curve. (Example: 5'/25psf)
-Draw a horizontal line at the intersecting point and determine the Vertical
Span (before applying the Reduction Factor). (Example: 14')
-Multiply the Vertical Span by the Reduction Factor to determine if the
reduced span is acceptable. For example:
14' (Vertical Span) X .91 (Reduction Factor) = 12.7'. Since 14' is
greater than 12.7', the desired Vertical Span has been validated.
If any of the data calculated above does not validate the desired job
requirements, consider reducing the outrigger projection, mullion spacing
or vertical span. Solutions may also be available to meet your specific
needs by contacting our engineering group at 1-866-955-2732.

Page-59
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