HomeMy WebLinkAboutSTRUCTURAL CALCULATIONS - 18-00253 - 441 Twisted Willow - Solar PanelsSnap Nrack-
01a, ounting So ut ons
775 Fiero La ne, Suite 200
San Luis Obispo, CA 93401
Email: contact@snapnrack.com
Phone Number: (877) 732-2860
SnapNrack Series 100 Roof Mount System
COVER LETTER
The loading criteria used in this report is from ASCE 7-10. For codes that reference ASCE 7-05,
Appendix A is provided to convert the wind speeds in ASCE 7-05 to the wind speeds used in this
report. Instructions for this conversion are provided in Appendix A. This report covers wind
speeds (Vuh) to 190 MPH, ground snow to 120 PSF, building heights to 60 feet, and tilt angles to
60 degrees.
The following codes are covered in this report:
• IBC2015
• mc2012
• IBC 2009
• IBC2006
The mounting system structural submittal package shall consist of the following:
• Pages 1-17 of the report (this includes this cover letter).
• Applicable page from the following:
o Cl -Cl5 for Oto 30 ft. Mean Roof Height an4 6063 alloy rail
o Cl 7 -C32 for 31 to 60 ft. Mean Roof Height and 6063 alloy rail
o C33 -C48 for Oto 30 ft. Mean Roof Height and 6005 alloy rail
o C49 -C64 for 31 to 60 ft. Mean Roof Height and 6005 alloy rail
• Appendix A (if applicable).
• The applicable installation details (listed on page 17 of this report).
This report provides structural engineering calculations and installation criteria for the mounting
system only. It does not certify the capacity of the supporting members. The capacity of the sup-
porting structure is to be certified by the licensed professional responsible for the building's
structural certification.
Please contact SnapNrack at (877) 732-2860, or Contact@snapnrack.com, for questions regard-
ing this report.
Norman Scheel , PE , SE
Fellow ASCE
Fellow SEAOC
LEED AP BD+C , LEED AP HOMES
E-mail : info@nsse.com
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 2
Structural Report and Calculations
Series 100
Roof Mount
For
SnapNrack
775 Fiero Lane, Suite 200
San Luis Obispo, CA 93401
Prepared By
Norman Scheel Structural Engineer
5022 Sunrise Boulevard
Fair Oaks, CA 95628
(916) 536-9585
July 6, 2016
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 3
Table of Contents
Section Page
Cover Letter 1
Summary Report 2 to 17
Building Department Support Calculations
Calculations 0 to 30 ft. Mean Roof Height (6063 Rail) C1 to C15
Wind Calculations
Velocity Pressures & MFRS C1
Component and Cladding C3
Seismic Calculations C7
Snow Loads C8
Rail Properties C9
65” PV Panel Connection to Rail C10
78” PV Panel Connection to Rail C11
Lag Bolt Connection to Roof C12
Rail Span Chart Tilt Angle 0-19 degrees C13
Rail Span Chart Tilt Angle 20-36 degrees C14
Rail Span Chart Tilt Angle 37-45 degrees C15
Rail Span Chart Tilt Angle 45-60 degrees C16
Building Department Support Calculations
Calculations 31 to 60 ft. Mean Roof Height (6063 Rail) C17 to C32
Wind Calculations
Velocity Pressures & MFRS C17
Component and Cladding C19
Seismic Calculations C23
Snow Loads C24
Rail Properties C25
65” PV Panel Connection to Rail C26
78” PV Panel Connection to Rail C27
Lag Bolt Connection to Roof C28
Rail Span Chart Tilt Angle 0-19 degrees C29
Rail Span Chart Tilt Angle 20-36 degrees C30
Rail Span Chart Tilt Angle 37-45 degrees C31
Rail Span Chart Tilt Angle 45-60 degrees C32
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 4
Building Department Support Calculations
Calculations 0 to 30 ft. Mean Roof Height (6005 Rail) C33 to C48
Wind Calculations
Velocity Pressures & MFRS C33
Component and Cladding C35
Seismic Calculations C39
Snow Loads C40
Rail Properties C41
65” PV Panel Connection to Rail C42
78” PV Panel Connection to Rail C43
Lag Bolt Connection to Roof C44
Rail Span Chart Tilt Angle 0-19 degrees C45
Rail Span Chart Tilt Angle 20-36 degrees C46
Rail Span Chart Tilt Angle 37-45 degrees C47
Rail Span Chart Tilt Angle 45-60 degrees C48
Building Department Support Calculations
Calculations 31 to 60 ft. Mean Roof Height (6005 Rail) C49 to C64
Wind Calculations
Velocity Pressures & MFRS C49
Component and Cladding C51
Seismic Calculations C55
Snow Loads C56
Rail Properties C57
65” PV Panel Connection to Rail C58
78” PV Panel Connection to Rail C59
Lag Bolt Connection to Roof C60
Rail Span Chart Tilt Angle 0-19 degrees C61
Rail Span Chart Tilt Angle 20-36 degrees C62
Rail Span Chart Tilt Angle 37-45 degrees C63
Rail Span Chart Tilt Angle 45-60 degrees C64
Appendix: ASCE-2010 to 2005 Conversion Sheet A1
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 5
Introduction
This report describes, illustrates, and explains the Structural Calculation Packet for
SnapNrack’s Series 100 Mounting System, dated 7/6/2016. The calculations have been
performed in accordance with the codes referenced in the cover letter. The racking
system has been designed to withstand code-prescribed forces due to its own weight, the
weight of the solar panels, the snow loads, and both the wind and seismic forces.
Rail Spans
This report covers two different material options for the system rails. Although they are
both aluminum, one rail option uses a 6063 alloy (25 ksi yield) and the other uses a 6005
alloy (35 ksi yield).
Despite having different yield strengths, both types of rails support the PV panels. As for
the rails themselves, they are supported by mounting hardware which attaches them to the
roof structure with spans that are expressed in inches. Refer to the tables below for rail
spans under varying conditions of rail alloy and roof height. Shaded cells require an edge
zone adjustment (see details following charts).
Notes for Tables 1A thru 2H
1. Determine the mean roof height, tilt angle, and rail alloy (if you are unsure, use
the 6063 alloy values). For mean roof heights less than 30 feet, use Table 1A/2A
for tilt angles less than 19 degrees, Table 1B/2B for tilt angles between 20 and 36
degrees, Table 1C/2C for tilt angles between 37 and 45 degrees, and Table 1D/2D
for tilt angles between 46 and 60 degrees. For mean roof heights between 31 and
60 feet use Table 1E/2E for tilt angles less than 19 degrees, Table 1F/2F for tilt
angles between 20 and 36 degrees, Table 1G/2G for tilt angles between 37 and 45
degrees, and Table 1H/2H for tilt angles between 46 and 60 degrees.
2. Determine the wind and snow load for the project site from the building
department. Make certain to use 2015 IBC wind loads. Locate the wind load in
the table across top rows and the snow load down the left columns to find
corresponding maximum rail span.
3. For snow loads, column Pg equals the ground snow.
4. Shaded cells require application of an edge zone adjustment (details to follow).
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 6
6063 Alloy Rail Tables
0-30 ft. Roof Height
Table 1A: Rail Spans (in) for Roof Slopes and Tilt Angles 0˚ to 19˚ 6063 Alloy
Wind Load
G
r
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Pg Ps -10.7 -11.7 -12.7 -13.8 -14.9 -16.1 -17.3 -18.6 -19.9 -21.2 -22.6 -25.5 -28.6 -31.9
0 0 116 110 104 99 95 91 87 83 80 77 75 70 65 62
10 8 114 110 104 99 95 91 87 83 80 77 75 70 65 62
20 15 89 89 89 89 89 89 87 83 80 77 75 70 65 62
30 23 75 75 75 75 75 75 75 75 75 75 75 70 65 62
40 31 66 66 66 66 66 66 66 66 66 66 66 66 65 62
50 39 60 60 60 60 60 60 60 60 60 60 60 60 60 60
60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55
70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51
80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48
100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43
120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40
0-30 ft. Roof Height
Table 1B: Rail Spans (in) for Roof Slopes and Tilt Angles 20˚ to 36˚ 6063 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Pg Ps -7.0 -7.6 -8.3 -9.0 -9.7 -10.5 -11.3 -12.1 -13.0 -13.8 -14.7 -16.6 -18.7 -20.8
0 0 120 120 120 120 120 118 112 108 103 99 95 89 83 78
10 8 112 111 110 109 108 107 105 104 103 99 95 89 83 78
20 15 89 89 89 89 89 89 88 88 87 87 86 85 83 78
30 23 75 75 75 75 75 75 75 75 75 75 75 75 74 73
40 31 66 66 66 66 66 66 66 66 66 66 66 66 66 66
50 39 60 60 60 60 60 60 60 60 60 60 60 60 60 60
60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55
70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51
80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48
100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43
120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 7
0-30 ft. Roof Height
Table 1C: Rail Spans (in) for Roof Slopes and Tilt Angles 37˚ to 45˚ 6063 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Pg Ps -6.7 -7.3 -7.9 -8.6 -9.3 -10.0 -10.8 -11.6 -12.4 -13.2 -14.1 -15.9 -17.8 -19.9
0 0 120 120 120 120 120 120 116 111 106 102 98 91 85 80
10 8 112 111 110 109 108 107 105 104 103 102 98 91 85 80
20 15 89 89 89 89 89 89 88 88 87 87 86 85 83 80
30 23 75 75 75 75 75 75 75 75 75 75 75 75 74 73
40 31 66 66 66 66 66 66 66 66 66 66 66 66 66 66
50 39 60 60 60 60 60 60 60 60 60 60 60 60 60 60
60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55
70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51
80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48
100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43
120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40
0-30 ft. Roof Height
Table 1D: Rail Spans (in) for Roof Slopes and Tilt Angles 46˚ to 60˚ 6063 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Pg Ps -6.3 -6.9 -7.6 -8.2 -8.9 -9.6 -10.3 -11.0 -11.8 -12.6 -13.4 -15.2 -17.0 -18.9
0 0 120 120 120 120 118 115 113 110 107 105 101 94 88 82
10 8 106 105 104 102 101 100 98 97 96 94 93 90 88 82
20 15 89 88 87 87 86 85 84 83 82 82 81 79 77 76
30 23 75 75 75 75 75 75 75 74 74 73 72 71 70 69
40 31 66 66 66 66 66 66 66 66 66 66 66 65 64 63
50 39 60 60 60 60 60 60 60 60 60 60 60 60 60 59
60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55
70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51
80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48
100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43
120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 8
31-60 ft. Roof Height
Table 1E: Rail Spans (in) for Roof Slopes and Tilt Angles 0˚ to 19˚ 6063 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg Ps -12.3 -13.5 -14.7 -15.9 -17.2 -18.6 -20.0 -21.4 -22.9 -24.5 -26.1 -29.4 -33.0 -36.7
0 0 106 101 96 91 87 83 80 77 74 71 69 64 61 57
10 8 106 101 96 91 87 83 80 77 74 71 69 64 61 57
20 15 89 89 89 89 87 83 80 77 74 71 69 64 61 57
30 23 75 75 75 75 75 75 75 75 74 71 69 64 61 57
40 31 66 66 66 66 66 66 66 66 66 66 66 64 61 57
50 39 60 60 60 60 60 60 60 60 60 60 60 60 60 57
60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55
70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51
80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48
100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43
120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40
31-60 ft. Roof Height
Table 1F: Rail Spans (in) for Roof Slopes and Tilt Angles 20˚ to 36˚ 6063 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg Ps -8.0 -8.8 -9.6 -10.4 -11.2 -12.1 -13.0 -14.0 -14.9 -16.0 -17.0 -19.2 -21.5 -24.0
0 0 120 120 120 119 113 108 103 99 95 91 88 82 77 72
10 8 110 109 108 107 106 104 103 99 95 91 88 82 77 72
20 15 89 89 89 89 89 88 87 86 86 85 84 82 77 72
30 23 75 75 75 75 75 75 75 75 75 75 75 74 73 72
40 31 66 66 66 66 66 66 66 66 66 66 66 66 66 66
50 39 60 60 60 60 60 60 60 60 60 60 60 60 60 60
60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55
70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51
80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48
100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43
120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 9
31-60 ft. Roof Height
Table 1G: Rail Spans (in) for Roof Slopes and Tilt Angles 37˚ to 45˚ 6063 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg Ps -7.7 -8.4 -9.1 -9.9 -10.7 -11.6 -12.4 -13.3 -14.3 -15.2 -16.2 -18.3 -20.6 -22.9
0 0 120 120 120 120 116 111 106 101 97 93 90 84 79 74
10 8 110 109 108 107 106 104 103 101 97 93 90 84 79 74
20 15 89 89 89 89 89 88 87 86 86 85 84 83 79 74
30 23 75 75 75 75 75 75 75 75 75 75 75 74 73 72
40 31 66 66 66 66 66 66 66 66 66 66 66 66 66 66
50 39 60 60 60 60 60 60 60 60 60 60 60 60 60 60
60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55
70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51
80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48
100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43
120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40
31-60 ft. Roof Height
Table 1H: Rail Spans (in) for Roof Slopes and Tilt Angles 46˚ to 60˚ 6063 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg Ps -7.3 -8.0 -8.7 -9.5 -10.2 -11.0 -11.9 -12.7 -13.6 -14.5 -15.5 -17.5 -19.6 -21.8
0 0 120 120 119 116 113 110 107 104 100 96 93 86 81 76
10 8 104 103 101 100 98 97 96 94 93 91 90 86 81 76
20 15 88 87 86 85 84 83 82 81 81 80 79 77 75 73
30 23 75 75 75 75 75 74 73 73 72 72 71 70 68 67
40 31 66 66 66 66 66 66 66 66 66 65 65 64 63 62
50 39 60 60 60 60 60 60 60 60 60 60 60 60 59 58
60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 54
70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51
80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48
100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43
120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 10
6005 Alloy Rail Tables
0-30 ft. Roof Height
Table 2A: Rail Spans (in) for Roof Slopes and Tilt Angles 0˚ to 19˚ 6005 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Pg Ps -10.7 -11.7 -12.7 -13.8 -14.9 -16.1 -17.3 -18.6 -19.9 -21.2 -22.6 -25.5 -28.6 -31.9
0 0 140 132 125 119 114 109 104 100 96 93 89 84 79 74
10 8 137 132 125 119 114 109 104 100 96 93 89 84 79 74
20 15 106 106 106 106 106 106 104 100 96 93 89 84 79 74
30 23 90 90 90 90 90 90 90 90 90 90 89 84 79 74
40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 74
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
0-30 ft. Roof Height
Table 2B: Rail Spans (in) for Roof Slopes and Tilt Angles 20˚ to 36˚ 6005 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Pg Ps -7.0 -7.6 -8.3 -9.0 -9.7 -10.5 -11.3 -12.1 -13.0 -13.8 -14.7 -16.6 -18.7 -20.8
0 0 144 144 144 144 144 141 135 129 124 119 114 107 100 94
10 8 134 133 132 130 129 128 127 125 124 119 114 107 100 94
20 15 106 106 106 106 106 106 106 105 105 104 103 101 100 94
30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 88
40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 11
0-30 ft. Roof Height
Table 2C: Rail Spans (in) for Roof Slopes and Tilt Angles 37˚ to 45˚ 6005 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Pg Ps -6.7 -7.3 -7.9 -8.6 -9.3 -10.0 -10.8 -11.6 -12.4 -13.2 -14.1 -15.9 -17.8 -19.9
0 0 144 144 144 144 144 144 139 133 127 122 118 109 102 96
10 8 134 133 132 130 129 128 127 125 124 122 118 109 102 96
20 15 106 106 106 106 106 106 106 105 105 104 103 101 100 96
30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 88
40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
0-30 ft. Roof Height
Table 2D: Rail Spans (in) for Roof Slopes and Tilt Angles 46˚ to 60˚ 6005 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Pg Ps -6.3 -6.9 -7.6 -8.2 -8.9 -9.6 -10.3 -11.0 -11.8 -12.6 -13.4 -15.2 -17.0 -18.9
0 0 144 144 144 144 142 139 135 132 129 126 121 113 105 99
10 8 128 126 124 123 121 120 118 116 115 113 112 109 105 99
20 15 106 106 105 104 103 102 101 100 99 98 97 95 93 91
30 23 90 90 90 90 90 90 90 89 88 88 87 85 84 82
40 31 79 79 79 79 79 79 79 79 79 79 79 78 77 76
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 71
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 12
31-60 ft. Roof Height
Table 2E: Rail Spans (in) for Roof Slopes and Tilt Angles 0˚ to 19˚ 6005 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg Ps -12.3 -13.5 -14.7 -15.9 -17.2 -18.6 -20.0 -21.4 -22.9 -24.5 -26.1 -29.4 -33.0 -36.7
0 0 128 121 115 109 105 100 96 92 89 86 83 77 73 69
10 8 128 121 115 109 105 100 96 92 89 86 83 77 73 69
20 15 106 106 106 106 105 100 96 92 89 86 83 77 73 69
30 23 90 90 90 90 90 90 90 90 89 86 83 77 73 69
40 31 79 79 79 79 79 79 79 79 79 79 79 77 73 69
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 69
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
31-60 ft. Roof Height
Table 2F: Rail Spans (in) for Roof Slopes and Tilt Angles 20˚ to 36˚ 6005 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg Ps -8.0 -8.8 -9.6 -10.4 -11.2 -12.1 -13.0 -14.0 -14.9 -16.0 -17.0 -19.2 -21.5 -24.0
0 0 144 144 144 142 135 129 123 118 114 109 105 98 92 87
10 8 132 131 129 128 127 125 123 118 114 109 105 98 92 87
20 15 106 106 106 106 106 105 105 104 103 102 101 98 92 87
30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86
40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 13
31-60 ft. Roof Height
Table 2G: Rail Spans (in) for Roof Slopes and Tilt Angles 37˚ to 45˚ 6005 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg Ps -7.7 -8.4 -9.1 -9.9 -10.7 -11.6 -12.4 -13.3 -14.3 -15.2 -16.2 -18.3 -20.6 -22.9
0 0 144 144 144 144 139 133 127 122 117 112 108 101 94 89
10 8 132 131 129 128 127 125 124 122 117 112 108 101 94 89
20 15 106 106 106 106 106 105 105 104 103 102 101 99 94 89
30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86
40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
31-60 ft. Roof Height
Table 2H: Rail Spans (in) for Roof Slopes and Tilt Angles 46˚ to 60˚ 6005 Alloy
Wind Load
Gr
o
u
n
d
S
n
o
w
L
o
a
d
(
p
s
f
)
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg Ps -7.3 -8.0 -8.7 -9.5 -10.2 -11.0 -11.9 -12.7 -13.6 -14.5 -15.5 -17.5 -19.6 -21.8
0 0 144 144 143 139 136 132 129 125 120 115 111 104 97 91
10 8 125 123 122 120 118 116 115 113 111 110 108 104 97 91
20 15 105 104 103 102 101 100 99 98 97 96 95 92 90 88
30 23 90 90 90 90 90 89 88 87 87 86 85 83 82 80
40 31 79 79 79 79 79 79 79 79 79 79 78 77 76 74
50 39 72 72 72 72 72 72 72 72 72 72 72 71 70 69
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 65
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 14
Rail Testing
The aluminum rails have been designed in accordance with the 2015 Aluminum Design
Manual (ADM) as referenced in the IBC. Testing was conducted per the standards set
forth by the IBC Section 1715; Preconstruction Load Test. The results of this testing
procedure were used in comparison with the calculated values to establish the maximum
uplift load allowed for the rails.
Racking Connections to the Existing Roof
Contained within the calculation packet are calculations for the connection of the rails to
the roof framing. Using the sizes provided by SnapNrack, we have calculated the
maximum forces that will be resisted based on the withdrawal value of the lag screws,
and the strength of the aluminum components which are involved in transferring these
forces from the rail to the roof framing. These components consist of the flashed L-foot
(SnapNrack Drawing PEN-D01), Standoff (PEN-D02, D03), Seam Clamp (PEN-D04),
Corrugated Block (PEN-D05), Metal Roof Base (PEN-D09, D10, D11, D12) and Hanger
Bolt (PEN-D06). All (6) options are acceptable under the parameters shown in
SnapNrack’s plans. The results from our analysis have been integrated into the summary
charts.
The connection of the PV racking system to the roof will use a 5/16” diameter Lag Bolt
installed with a minimum 2 ½” embedment into the framing member. Bolts shall be
installed to a rafter or blocking capable of supporting both wind and seismic loads along
with the weight of the PV system.
When PEN-D07 is involved, use minimum quantity 2 ¼-20 lag bolts with minimum
1.25” embedment. In addition, SnapNrack’s Tile Roof Hooks (Drawing PEN-D13, D14)
are also acceptable attachment components when the following limitations are followed:
1. tile roof hooks have been reviewed up to 120 mph, Design Wind Speed
2. rail span is limited to 6 feet with tile roof hooks
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 15
Summary Charts and Topographic Factors
The attached pages of this summary contain some of the most common building
configurations with varying wind speeds. These charts serve as quick references for
looking up maximum rail spans based on the building and site conditions. However, it
must be noted that for any building where a topographic factor is applied (e.g. hills,
mesas, seashore), the rail span lengths given might exceed what is allowed for the given
site condition. In that case, a registered structural engineer shall evaluate the exact
topographic conditions for the specific site.
End Zone and Edge Distances
The edge zones and/or end zones of the roof area shall be determined based on the
building’s least horizontal dimension (LDH). The edge zone, “a”, is equal to 10% of the
LDH where a = .1 * LDH. It should be noted that if the solar panels installed cross two
different roof sections, the smaller LDH shall be used.
Rail spans in the corner zone shall be a maximum of 24 inches and this restriction will
only apply to the rail attachments located in the end and edge zones (does not apply to
modulus or rails that overhang into the zone). Furthermore, all edge zones requiring an
adjustment (shaded cells in chart) shall be reduced by 24 inches to a minimum of 32
inches.
Detail 1 roof end /edge and corner zones
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 16
Site – Specific Analysis
A site-specific analysis is required if the location of the solar panel installation
corresponds to any of the following criteria:
The total pitch of the solar panel (solar panel pitch & roof pitch) is greater than 60
degrees above the horizontal.
A topographic factor applied to a location. Generally, topographic factors are
applied when the structure is on a hill, mesa or bluff, or is adjacent to a large body
of water. For complete descriptions of topographic factors, please refer to ASCE
7-10 section 26.8
The mean roof height of the structure that the solar panels will be installed on is
greater than 60 ft. above grade.
A combination of loads and/or site conditions applied that is not addressed in the
attached rail span charts.
If one or more of these factors corresponds to the project location, please contact NSSE,
and we will analyze the site conditions and recommend standoff spacing for each specific
site.
Existing Building Limitations
This summary letter addresses the structural adequacy of the solar racking system only
and does not investigate or validate the adequacy of the structure the racking system is
being placed upon. It does not address the ability of the existing roofing or roof framing
to support the new loads imposed upon them by the new system, nor does it address the
new localized forces between the roofing and the roof framing which might be imposed
by the new standoff connections. It also does not address the additional lateral forces
imposed upon the building due to the seismic and wind forces that the new system will
add to the existing roof. These various building-specific issues need to be evaluated by
the appropriate registered professional(s) prior to the addition of the photovoltaic and
racking systems. NSSE may be consulted for building-specific structural evaluation.
NSSE assumes the systems will be installed to the specifications presented here and the
installer will use good structural judgment.
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 17
Please note that all sizes, materials specifications, and weights have been provided by
SnapNrack. Installation must be in accordance with SnapNrack drawings as noted:
Drawing Title Revision
S100-D01 F
S100-D02 F
S100-D03 F
S100-D03 F
S100-D04 F
S100-D05 F
S100-D06 F
S100-D07 F
S100-D08 F
S100-D09 F
S100-D10 F
S100-D11 F
PEN-D01 F
PEN-D02 F
PEN-D03 F
PEN-D04 F
PEN-D05 F
PEN-D06 F
PEN-DO7 F
PEN-D08 F
PEN-D09 F
PEN-D10 F
PEN-D11 F
PEN-D12 F
PEN D13 F
PEN D14 F
Please see SnapNrack plans for limits on the bolt parameters. Torque all 5/16” diameter
hardware as specified in SnapNrack’s plans (10-16 ft-lbs for Silver Stainless Steel and 7-
9ft –lbs for black Stainless Steel, unless otherwise noted). All waterproofing, roofing and
drainage issues are the responsibility of SnapNrack’s customer(s) otherwise known as the
contractor(s) or the professional solar installer(s).
Please let us know if you have any questions.
Norman Scheel PE, SE
LEED-AP BD+C, LEED-AP Homes
Fellow SEAOC
Fellow A.S.C.E.
Series 100
Structural Report and Calculations
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page A1
Appendix A: ASCE-2010 to 2005 conversion sheet
The 100 Series report’s results have been calculated according to the ASCE-2010 guidelines. If
the results would rather be examined in terms of the ASCE-2005 codes, the following conversions
must be applied for the two codes’ results to be of equivalence.
This appendix also applies for converting to different years for IBC codes. For 2006 and 2009
IBC, use the ASCE-2005 codes, and for the 2012 and 2015 IBC, use the ASCE-2010 codes.
Factors specific to this report
1) The roof-mounted solar panels are in terms of Risk Category II
2) The importance factor for the ASCE-2005 code is I = 1.0
3) The ASCE-2010 code has no importance factor for the wind loads
4) The snow load’s importance factor remains the same for both the 2005 and 2010 codes
5) Thus, calculations that utilize wind loads are the ONLY ones that need conversions
Velocity Equivalence (mph)
V3-sec (ASCE7-05) Vult. (ASCE7-10)
85 100
90 116
100 129
110 142
120 155
130 168
140 181
150 194
The following velocities listed in the graph refer to some V2005 being equal to some V2010. In other
words, use the following velocities in accordance with either ASCE-2005 or ASCE-2010.
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 OVERVIEW, ON FLASHED
L-FEETS100 D01D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
SNAPNRACK SERIES 100 ON FLASHED L-FEET
FLASHED L-FEET ARE OPTIMIZED FOR QUICK
AND ROBUST INSTALLATION ON STANDARD
COMPOSITION SHINGLE ROOF SURFACES
FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED
SNAPNRACK
STANDARD RAIL
ROOF RAFTER TYP (ROOF ATTACHMENTS SHOULD
ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR
STRUCTURAL MEMBERS SUCH AS STEEL PURLINS)ROOF SHEATHING, UNDERLAYMENT,
AND ROOFING MATERIAL, TYP.
SNAPNRACK FLASHED L-FOOT
SNAPNRACK MODULE
ATTACHMENT HARDWARE
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 OVERVIEW, ON STANDOFFSS100 D02D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
SNAPNRACK MODULE
ATTACHMENT
HARDWARE
SNAPNRACK
STANDARD RAIL
ROOF RAFTER TYP (ROOF ATTACHMENTS
SHOULD ALWAYS BE EMBEDDED INTO ROOF
RAFTERS OR STRUCTURAL MEMBERS SUCH AS
STEEL PURLINS
ROOF SHEATHING, UNDERLAYMENT,
AND ROOFING MATERIAL, TYP.
SNAPNRACK STANDOFF
WITH CONE FLASHING, TYP.
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 ASSEMBLY DETAILS UECS100 D03D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
SNAPNRACK SERIES 100 RACKING
SYSTEM SHOWN MOUNTED ON
STANDOFFS WITH UNIVERSAL END
CLAMPS
NOTES:
- STANDARD LAG BOLT SPEC ASSUMES
5/16" LAG BOLTS WITH 2.5" EMBEDMENT
IN ROOF STRUCTURAL MEMBERS/RAFTERS
- TORQUE ALL 5
16" HARDWARE TO
THE FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
RAIL CAN MOUNT TO EITHER SIDE
OF POST (UPSLOPE vs. DOWNSLOPE)
- FOR UNEVEN ROOF SURFACES, USE
UP TO TWO LEVELING SPACERS PER
L FOOT OR STANDOFF. SEE DRAWING
"STANDARD RAIL LEVELING" FOR
DETAILS AND LIMITATIONS
ASSEMBLED SYSTEM
(SOLAR PANELS NOT SHOWN)
SYSTEM SHOWN WITH STANDOFF MOUNTING
COMPATIBLE WITH ALL ROOF TYPES
USE FLASHED L FOOT FOR FASTER INSTALLATION
ON COMPOSITION SHINGLE ROOFS
5
16" X 2.75" (TYP.) S.S. BOLT
WITH SPLIT LOCK WASHER
SNAPNRACK
UNIVERSAL
END CLAMP
ASSEMBLY
SNAPNRACK
CHANNEL NUT
5
16" X 1" S.S. BOLT WITH
SPLIT LOCK WASHER
SNAPNRACK
STANDARD
RAIL
SNAPNRACK STANDARD
RAIL SPLICE BASE
5
16" X 3
4" S.S. BOLTS WITH
SPLIT LOCK WASHERS
(3 PER SPLICE)
SNAPNRACK
STANDOFF CLAMP
5
16" X 2" TYP. (OR 1.5") S.S. BOLT
WITH SPLIT LOCK WASHER
SNAPNRACK STANDOFF SHAFT
(VARIOUS LENGTHS)5
16" LAG BOLT WITH WASHER
SNAPNRACK STANDOFF BASE STANDARD 1-HOLE
GAP RAILS 0.1"-0.2" FOR
THERMAL EXPANSION
AT SPLICES
SNAPNRACK
MID CLAMP ASSEMBLY
SNAPNRACK STANDARD
RAIL SPLICE INSERT
SNAPNRACK RUBBER RAIN COLLAR
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 TILT KITS 0-15 DEGS100 D04D.Ryan
F 12/02/15
REV
FDATE:
DNS
12/02/15
DRAFTER:
G.McPheeters
G.McPheeters
SNAPNRACK SERIES 100 RACKING SYSTEM
SHOWN MOUNTED ON STANDOFFS
WITH TOP MOUNT END CLAMP
NOTES:
- STANDARD LAG BOLT SPEC ASSUMES 5/16" LAG BOLTS
WITH 2.5" EMBEDMENT
IN ROOF STRUCTURAL MEMBERS/RAFTERS
- TORQUE ALL 5
16" HARDWARE TO THE FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
RAIL CAN MOUNT TO EITHER SIDE OF POST (UPSLOPE vs.
DOWNSLOPE)
- FOR UNEVEN ROOF SURFACES, USE UP TO TWO LEVELING
SPACERS PER L FOOT OR STANDOFF. SEE DRAWING
"STANDARD RAIL LEVELING" FOR DETAILS AND
LIMITATIONS
ASSEMBLED SYSTEM
(SOLAR MODUELS NOT SHOWN)
SYSTEM SHOWN WITH STANDOFF MOUNTING
COMPATIBLE WITH ALL ROOF TYPES
USE FLASHED L FOOT FOR FASTER INSTALLATION
ON COMPOSITION SHINGLE ROOFS
SNAPNRACK RAIL
STANDARD
SNAPNRACK STANDARD
RAIL SPLICE BASE
SNAPNRACK STANDOFF
CLAMP
SNAPNRACK STANDOFF SHAFT
(VARIOUS SIZES)
5
16" LAG BOLT
WITH WASHER
SNAPNRACK STANDOFF BASE STANDARD 1-HOLE
GAP RAILS 0.1"-0.15" FOR
THERMAL EXPANSION
AT SPLICES
SNAPNRACK
CHANNEL NUTS
SNAPNRACK STANDARD
RAIL SPLICE INSERT
SNAPNRACK
MID CLAMP ASSEMBLY
SNAPNRACK RUBBER RAIN COLLAR
CENTER SPLICE ON
RAIL GAP 1/4"
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 TYPICAL LAYOUTS100 D05D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
NOTES:
- STANDARD LAG BOLT SPEC ASSUMES
5/16" LAG BOLTS WITH 2.5"
EMBEDMENT IN ROOF STRUCTURAL
MEMBERS/RAFTERS
- TORQUE ALL 5
16" HARDWARE TO THE
FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
RAIL CAN MOUNT TO EITHER SIDE OF
POST (UPSLOPE vs. DOWNSLOPE)
- FOR UNEVEN ROOF SURFACES, USE
UP TO TWO LEVELING SPACERS PER L
FOOT OR STANDOFF. SEE DRAWING
"STANDARD RAIL LEVELING" FOR
DETAILS AND LIMITATIONS
SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT
STANDOFFS ARE BOLTED
INTO ROOF RAFTERS OR
STRUCTURAL MEMBER
ROOF RAFTERS OR
STRUCTURAL MEMBERS
SNAPNRACK MODULE
MID CLAMPS
"RAIL SPAN"
DISTANCE BETWEEN
ROOF ATTACHMENTS
"RAIL END OVERHANG" (NOT TO EXCEED
34% OF ACCEPTABLE RAIL SPAN)
MODULE OVERHANG
MODULE OVERHANG
(NOT TO EXCEED 30%
OR MANUFACTURER'S
RECOMMENDATIONS)
DETAIL A
SCALE 5:8
A
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 RAIL LEVELINGS100 D06D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
STANDARD SERIES 100
ATTACHMENTS FEATURE 3" OF
VERTICAL ADJUSTABILITY ON
ALL MOUNTING POINTS WITH
THE USE OF 1" LEVELING
SPACERS
THE FIRST INCH OF
ADJUSTABILITY IS
ACCOMPLISHED WITH SLIDING
FEATURES BUILT INTO BOTH L
FOOT AND STANDOFF CLAMP
COMPONENTS
FOR AN ADDITIONAL INCH OF
HEIGHT ADJUSTMENT, ADD
ONE LEVELING SPACER. USE
OF SINGLE LEVELING SPACER
NOT TO EXCEED 30% OF
ATTACHMENT POINTS ON
L-FEET OR 10" STANDOFFS.
FOR A SECOND ADDITIONAL
INCH OF HEIGHT
ADJUSTMENT, ADD ANOTHER
LEVELING SPACER. USE OF
TWO LEVELING SPACERS NOT
TO EXCEED 10% OF
ATTACHMENT POINTS ON
L-FEET OR 10" STANDOFFS.
RAIL HEIGHT =3.4"
ABOVE ROOF SURFACE
ONE L FOOT
RAIL HEIGHT =4.4"
ABOVE ROOF SURFACE
ONE L FOOT
RAIL HEIGHT =5.4"
ABOVE ROOF SURFACE
ONE L FOOT
PLUS ONE SPACER
UNDER L FOOT
RAIL HEIGHT =6.4"
ABOVE ROOF SURFACE
ONE L FOOT
PLUS TWO SPACERS
UNDER L FOOT
RAIL HEIGHT =7.5"
ABOVE ROOF SURFACE
7" STANDOFF
RAIL HEIGHT =8.5"
ABOVE ROOF SURFACE
7" STANDOFF
RAIL HEIGHT =9.5"
ABOVE ROOF SURFACE
7" STANDOFF
PLUS ONE SPACER
ON TOP OF STANDOFF
RAIL HEIGHT =10.5"
ABOVE ROOF SURFACE
7" STANDOFF
PLUS TWO SPACERS
ON TOP OF STANDOFF
3.4
4.4
5.4
6.4
7.5 8.5
9.5
10.5
USE CARE DURING
INSTALLATION TO ENSURE
THAT THE SET SCREW IS
ROUGHLY CENTERED BETWEEN
THE TWO PIECES BEING JOINED
- 1X SNAPNRACK
LEVELING SPACER
- 1X 5
16"-18 X 1" LONG
SET SCREW
- 2X SNAPNRACK LEVELING
SPACER
- 2X 5
16"-18 X 1" LONG
SET SCREW
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 RAIL LEVELING HD
STANDOFFS100 D07D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
STANDARD SERIES 100 ATTACHMENTS
FEATURE 3" OF VERTICAL ADJUSTABILITY ON
ALL MOUNTING POINTS WITH THE USE OF 1"
LEVELING SPACERS
THE FIRST INCH OF ADJUSTABILITY IS
ACCOMPLISHED WITH SLIDING FEATURES
BUILT INTO BOTH L FOOT AND STANDOFF
CLAMP COMPONENTS
FOR AN ADDITIONAL INCH OF HEIGHT
ADJUSTMENT, ADD ONE LEVELING SPACER.
USE OF SINGLE LEVELING SPACER NOT TO
EXCEED 30% OF ATTACHMENT POINTS.
FOR A SECOND ADDITIONAL INCH OF HEIGHT
ADJUSTMENT, ADD ANOTHER LEVELING
SPACER. USE OF TWO LEVELING SPACERS
NOT TO EXCEED 10% OF ATTACHMENT
POINTS.
THE LIMITS ABOVE APPLY WHEN YOU ARE AT
THE MAXIMUM STANDOFF HEIGHT
DEPENDING ON THE STANDOFF BASE BEING
USED. FOR HD STANDOFFS ON HD
STANDOFF BASES, THE MAXIMUM STANDOFF
HEIGHT (BEFORE APPLYING THE
LIMITATIONS ABOVE) IS 12".
12.2
13.2
14.2
15.2
RAIL HEIGHT =12.2"
ABOVE ROOF SURFACE
12" HD STANDOFF
RAIL HEIGHT =13.2"
ABOVE ROOF SURFACE
12" HD STANDOFF
RAIL HEIGHT =14.2"
ABOVE ROOF SURFACE
12" HD STANDOFF
PLUS ONE SPACER ON
TOP OF STANDOFF
RAIL HEIGHT =15.2"
ABOVE ROOF SURFACE
12" HD STANDOFF
PLUS TWO SPACERS
ON TOP OF STANDOFF
USE CARE DURING
INSTALLATION TO ENSURE
THAT THE SET SCREW IS
ROUGHLY CENTERED BETWEEN
THE TWO PIECES BEING JOINED
- 1X SNAPNRACK
LEVELING SPACER
- 1X 5
16"-18 X 1"
LONG SET SCREW
- 2X SNAPNRACK
LEVELING SPACER
- 2X 5
16"-18 X 1" LONG
SET SCREW
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 TILT KITS 0-15 DEGS100 D08D Ryan
F 12/02/15
REV
FDATE:
DNS
12/02/15
DRAFTER:
G McPheeters
G McPheeters
USE TILT KIT OPTION FOR INSTALLATIONS
THAT REQUIRE MODULES TO BE TILTED
ABOVE THE EXISTING ROOF SLOPE
LOW TILT SYSTEM SHOWN IS DESIGNED
FOR TILT ANGLES FROM 0 TO 15 DEGREES
ABOVE ROOF SURFACE
NOTES:
- TORQUE 5
16" HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
- REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT
ANGLE, WIND SPEED, AND SNOW LOAD
- FOR HIGHER TILT APPLICATIONS SEE "SERIES 100 TILT KIT 10-45 DEG"
SNAPNRACK RAIL
STANDARD
SNAPNRACK
CHANNEL NUT
SNAPNRACK L FOOT ALL-PURPOSE
OR L FOOT COMPOSITION
5
16" FLANGE NUT, USE ANTI-SEIZE
COMPOUND TO PREVENT STAINLESS
TO STAINLESS GALLING
SNAPNRACK
STANDOFF CLAMP
5
16" X 2" S.S. BOLT
WITH SPLIT LOCK
WASHER
STANDOFF ASSEMBLY
(THIS TILT-UP CONFIGURATION
IS ALSO COMPATIBLE WITH THE
FLASHED L FOOT MOUNTING
OPTION)
MAX. REAR STANDOFF
HEIGHT: 18 INCHES
USE SHORTEST POSSIBLE
FRONT STANDOFF TO MEET
FLASHING REQUIREMENTS
SNAPNRACK
MID CLAMP ASSEMBLY
USE OF ANTI-SEIZE ON TILT HARDWARE
IS RECOMMENDED (PARTICULARLY FOR
STAINLESS TO STAINLESS HARDWARE)
TO PREVENT GALLING
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 TILT KITS 10-45 DEGS100 D09D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
USE TILT KIT OPTION FOR INSTALLATIONS THAT REQUIRE
MODULES TO BE TILTED ABOVE THE EXISTING ROOF SLOPE
SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES FROM 10 TO
45 DEGREES ABOVE ROOF SURFACE
USE OF ANTI-SEIZE ON TILT HARDWARE IS RECOMMENDED
(PARTICULARLY FOR STAINLESS TO STAINLESS HARDWARE)
REFER TO S100 TKT SERIES 170 TILT KIT TOOL FOR A SIMPLE
TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT
INSTALLATION BY SUPPORTING THE UPPER RAIL AHEAD OF
MODULE INSTALLATION
NOTES:
- TORQUE 5
16" HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
- REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT
ANGLE, WIND SPEED, AND NOW LOAD
- BACK SUPPORT "LEG" IS FABRICATED FROM A SCRAP OF RAIL. CALCULATE
REQUIRED TILT LEG LENGTH AND CUT RAIL TO LENGTH
- FOR LOWER TILT APPLICATIONS SEE "SERIES 100 TILT KIT 0-15 DEG"
- SNAPNRACK RAIL COVER CAN BE USED TO COVER CHANNEL IN REAR TILT LEG
SNAPNRACK RAIL
STANDARD
5
16" X 3
4" (OR 1") S.S. BOLT
WITH SPLIT LOCK WASHER
SNAPNRACK
RAIL STANDARD
SNAPNRACK L FOOT
ALL-PURPOSE OR
L FOOT COMPOSITION
5
16" X 1" (OR 1.25") S.S. BOLT
WITH SPLIT LOCK WASHER
CUT REAR TILT LEG FROM SCRAP
OF STANDARD RAIL
SNAPNRACK STANDOFF
CLAMP
5
16" X 2" (OR 1.5")
S.S. BOLT WITH
SPLIT LOCK WASHER
SNAPNRACK STANDOFF
CLAMP
SNAPNRACK L FOOT ALL-PURPOSE
OR L FOOT COMPOSITION
5
16" FLANGE NUT
5
16" X 1" (OR 1.25") S.S. BOLT
WITH SPLIT LOCK WASHER
STANDOFF ASSEMBLY (THIS CONFIGURATION
ALSO COMPATIBLE WITH FLASHED L FOOT MOUNTING
SNAPNRACK
MID CLAMP ASSEMBLY
MAX LENGTH: 48"
WITH STANDARD
ENGINEERING
SNAPNRACK CHANNEL
NUTS, TORQUE TO
10-16 FT-LBS WHEN
USING WEEBS. WHEN
USING SNAPNRACK
BONDING CHANNEL
NUTS, TORQUE TO
14-16 FT-LBS. WEEBS
ARE NOT REQUIRED
WITH BONDING
CHANNEL NUTS.
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 TILT KITS 10-45 DEG WITH L
FOOT MOUNTS100 D10D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
USE TILT KIT OPTION FOR INSTALLATIONS
THAT REQUIRE MODULES TO BE TILTED
ABOVE THE EXISTING ROOF SLOPE
SYSTEM SHOWN IS DESIGNED FOR TILT
ANGLES FROM 10 TO 45 DEGREES
ABOVE ROOF SURFACE
USE OF ANTI-SEIZE ON TILT HARDWARE
IS RECOMMENDED (PARTICULARLY FOR
STAINLESS TO STAINLESS HARDWARE)
REFER TO S100 TKT SERIES 170 TILT KIT TOOL
FOR A SIMPLE TOOL THAT DRAMATICALLY
SIMPLIFIES TILT KIT INSTALLATION BY
SUPPORTING THE UPPER RAIL AHEAD OF
MODULE INSTALLATION
NOTES:
- TORQUE 5
16" HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
- REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT
ANGLE, WIND SPEED, AND SNOW LOAD
- BACK SUPPORT "LEG" IS FABRICATED FROM A SCRAP OF RAIL. CALCULATE
REQUIRED TILT LEG LENGTH. USE WEEB GROUNDING WASHERS AT JOINTS
BETWEEN L-FEET AND SNAPNRACK STANDARD RAIL SCRAP PIECE
- FOR LOWER TILT APPLICATIONS SEE "SERIES 100 TILT KIT 0-15 DEG"
- SNAPNRACK RAIL COVER CAN BE USED TO COVER CHANNEL IN REAR TILT LEG
SNAPNRACK L-FOOT
ALL-PURPOSE OR
L-FOOT COMPOSITION
SNAPNRACK
RAIL STANDARD
5
16" X 1" (OR 1.25") S.S. BOLT
WITH SPLIT LOCK WASHER
CUT REAR TILT LEG FROM SCRAP
OF STANDARD RAIL
SNAPNRACK
MID CLAMP ASSEMBLY
MAX LENGTH: 48"
WITH STANDARD
ENGINEERING
SNAPNRACK CHANNEL NUTS,
TORQUE TO 10-16 FT-LBS WHEN
USING WEEBS. WHEN USING
SNAPNRACK BONDING CHANNEL
NUTS, TORQUE TO 14-16 FT-LBS.
WEEBS ARE NOT REQUIRED WITH
BONDING CHANNEL NUTS.
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 TILT KITS 10-45 DEG SEAM
CLAMP MOUNTS100 D11D Ryan
REV
FDATE:
DNS
042514
DRAFTER:
G McPheeters
USE TILT KIT OPTION FOR INSTALLATIONS
THAT REQUIRE MODULES TO BE TILTED
ABOVE THE EXISTING ROOF SLOPE
SYSTEM SHOWN IS DESIGNED FOR TILT
ANGLES FROM 10 TO 45 DEGREES
ABOVE ROOF SURFACE ON STANDING
SEAM METAL ROOFS
USE OF ANTI-SEIZE ON TILT HARDWARE
IS RECOMMENDED (PARTICULARLY FOR
STAINLESS TO STAINLESS HARDWARE)
REFER TO S100 TKT SERIES 170 TILT KIT TOOL
FOR A SIMPLE TOOL THAT DRAMATICALLY
SIMPLIFIES TILT KIT INSTALLATION BY
SUPPORTING THE UPPER RAIL AHEAD OF
MODULE INSTALLATION
NOTES:
- TORQUE 5
16" HARDWARE TO THE
FOLLOWING UNLESS OTHERWISE
NOTED:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
- REFER TO ENGINEERING CHARTS
FOR RAIL SPAN BASED ON MODULE
TILT ANGLE, WIND SPEED, AND
SNOW LOAD
- BACK SUPPORT "LEG" IS
FABRICATED FROM A SCRAP OF
RAIL. CALCULATE REQUIRED TILT
LEG LENGTH AND CUT RAIL TO
LENGTH
- FOR LOWER TILT APPLICATIONS
SEE "SERIES 100 TILT KIT 0-15
DEG"
- SNAPNRACK RAIL COVER CAN BE
USED TO COVER CHANNEL IN REAR
TILT LEG
CUT REAR TILT LEG FROM SCRAP
OF STANDARD RAIL
SNAPNRACK
RAIL STANDARD
SNAPNRACK
CHANNEL NUT
SNAPNRACK SEAM CLAMP
WIDE OR STANDARD BASE
5
16" X 1" (OR 1.25") S.S. BOLTS
WITH SPLIT LOCK WASHERS
5
16" FLANGE NUT
5
16" X 1" (OR 1.25") S.S. BOLT
WITH SPLIT LOCK WASHER
5
16" X 1" S.S. BOLT
WITH SPLIT LOCK WASHER
SNAPNRACK SEAM CLAMP
WIDE OR STANDARD BASE
SNAPNRACK L FOOT ALL-PURPOSE
OR L FOOT COMPOSITION
SNAPNRACK
MID CLAMP ASSEMBLY
MAX LENGTH: 48"
WITH STANDARD
ENGINEERING
SNAPNRACK CHANNEL NUTS,
TORQUE TO 10-16 FT-LBS WHEN
USING WEEBS. WHEN USING
SNAPNRACK BONDING CHANNEL
NUTS, TORQUE TO 14-16 FT-LBS.
WEEBS ARE NOT REQUIRED WITH
BONDING CHANNEL NUTS.
SECTION A-A
SCALE 1 / 4
A A
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 FLASHING DETAIL,
STANDOFF WITH FLAT TILES100 D12D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
SNAPNRACK
STANDOFF
SHAFT
SNAPNRACK STANDOFF
BASE, 1 HOLE
ROOF SHEATHING TYP.
RAFTER TYP.
S-TILE STANDOFFATTACHMENTTOP VIEW
STEP 1:
REMOVE TILE AND IDENTIFY
RAFTER LOCATION WITH A
PILOT DRILL. MOUNT STANDOFF
ASSEMBLY TO ROOF SHEATHING
WITH A 5/16IN LAG BOLT
MINIMUM 2.5" EMBEDMENT TYP.
BE SURE LAG BOLT IS FULLY
SEATED
STEP 2:
SLIDE FLASHING OVER POST,
UNDER UPPER LAYER OF TILE
STEP 3:
USE CORING BIT OR OTHER METHOD TO DRILL CLEARANCE HOLE
IN TILE TO ALLOW IT TO BE REPLACED IN ORIGINAL LOCATION
PLACE SEALANT AROUND
LAG BOLT AND UNDER
STANDOFF BASE
FLAT ROOF TILE TYP.
STEP 4:
REPLACE TILES SEAL TOP OF CONE FLASHING WITH
RUBBER RAIN COLLAR, ALUMINUM
TAPE, OR ALTERNATE METHOD
FLASHING BASE
SECTION A-A
SCALE 1 / 4
A A
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 FLASHING DETAIL,
STANDOFF ON S-TILE ROOFS100 D13D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
DEADPAN ALUMINUM SOLAR
FLASHING. BEND FLASHING
TO MATCH CONTOUR OF S-TILES
SNAPNRACK
STANDOFF
SHAFT
SNAPNRACK STANDOFF
BASE, 1 HOLE
ROOF SHEATHING TYP.
RAFTER TYP.
TOP OF CONE FLASHING MAY
BE SEALED WITH SNAPNRACK
RUBBER RAIN COLLAR OR
ALUMINUM TAPE
S-TILE STANDOFFATTACHMENTTOP VIEW
STEP 1:
REMOVE TILE AND IDENTIFY
RAFTER LOCATION WITH A
PILOT DRILL. MOUNT STANDOFF
ASSEMBLY TO ROOF SHEATHING
WITH A 5/16IN LAG BOLT
MINIMUM 2IN EMBEDMENT TYP.
BE SURE LAG BOLT IS FULLY
SEATED
STEP 2:
SLIDE FLASHING OVER POST,
UNDER UPPER LAYER OF TILE,
AND FORM FLASHING TO
MATCH CONTOUR OF TILES
STEP 3:
USE CORING BIT TO
DRILL 2.5" HOLE IN
TILE TO ALLOW IT
TO BE REPLACED IN
ORIGINAL LOCATION
PLACE SEALANT AROUND
LAG BOLT AND UNDER
STANDOFF BASE
S-TILE TYP.
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 01, FLASHED L FOOT TO
RAFTERS100 PEN D01D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
5
16 X 1" (OR 1.25")
S.S. BOLT AND
SPLIT WASHER
5
16 S.S. FLANGE NUT
SNAPNRACK COMPOSITION
ROOF FLASHING
SNAPNRACK
STANDARD RAIL
SNAPNRACK
CHANNEL NUT
SNAPNRACK
COMPOSITION L FOOT
CAN BE MOUNTED IN
ANY ORIENTATION
SNAPNRACK L FOOT BASE
5
16" S.S. LAG SCREW
WITH FLAT WASHER
2.5" MINIMUM EMBEDMENT
IS STANDARD
FLASHED L FOOT MOUNTING POINT FOR
USE ON COMPOSITION ROOF SURFACES
WITH LOW TO MODERATE TILT
RAILS CAN BE LEVELED UP TO 3" USING
UP TO TWO LEVELING SPACERS AS
SHOWN IN "SERIES 100 RAIL LEVELING"
RAFTER TYP.
ROOF DECKING TYP.
STEP 3: PLACE L FOOT
ON TOP OF FLASHING
AND TIGHTEN NUT
STEP 2: SLIP FLASHING OVER
L FOOT BASE AND UNDER ROW
OF SHINGLES ABOVE
ROOF DECKING TYP.
NOTES:
- 5/16" LAG BOLTS MUST EMBED
2.5" INTO ROOF STRUCTURAL MEMBERS/RAFTERS
- TORQUE ALL 5/16" HARDWARE TO
THE FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
- RAILS CAN MOUNT TO EITHER SIDE
OF L FOOT (UPSLOPE VS DOWNSLOPE)
STEP 1: BOLT L FOOT
BASE TO ROOF WITH
LAG BOLT
COMPLETED INSTALLATION
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 02, STANDOFF TO RAFTERS100 PEN D02D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
NOTES:
- 5/16" LAG BOLTS MUST EMBED 2.5" INTO
ROOF STRUCTURAL MEMBERS/RAFTERS
- TORQUE ALL 5
16" HARDWARE TO
THE FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
- RAILS CAN MOUNT TO EITHER SIDE OF POST
(UPSLOPE VS. DOWNSLOPE)
- RAILS CAN BE LEVELED UP TO 3" USING UP
TO TWO LEVELING SPACERS AS SHOWN IN
"SERIES 100 RAIL LEVELING"
* A POURED SEALANT-STYLE FLASHING MAY
BE USED WITH SNAPNRACK STANDOFFS AS AN
ALTERNATIVE TO A TYPICAL CONE FLASHING
WHEN INSTALLED PER MANUFACTURER'S
INSTRUCTIONS ON LOW-SLOPE ROOF
SURFACES
SNAPNRACK
STANDARD RAIL
SNAPNRACK
CHANNEL NUT
SNAPNRACK
STANDOFF
CLAMP
5
16" X 2" S.S. BOLT AND
5
16" S.S. SPLIT WASHER
5
16" S.S. LAG SCREW
WITH FLAT WASHER.
2.5" MINIMUM EMBEDMENT
IS STANDARD
ROOF RAFTER OR
STRUCTURAL MEMBER
ROOF DECKING TYP.
SEAL PENETRATION AND
UNDER BASE WITH APPROPRIATE
ROOF SEALANT
SNAPNRACK STANDOFF
BASE STD 1-HOLE
5
16" X 1" S.S. BOLT AND 5
16" S.S. SPLIT
WASHER INSTALLED FROM BACK SIDE
OF STANDOFF BASE PRIOR TO
INSTALLATION ON ROOF
SNAPNRACK STANDOFF SHAFT,
STANDARD (VARIOUS SIZES)
SNAPNRACK RUBBER RAIN COLLAR
INSTALLS OVER TOP OF FLASHING
COMPLETE INSTALLATION
(SHOWN WITH FLASHING IN PLACE)
FLASH POST WITH STANDARD
GALVANIZED STEEL OR
DEAD SOFT ALUMINUM
ROOF FLASHING FOR
1" DIAMETER VENT PIPE*
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 03, STANDOFF TO PURLINS100 PEN D03D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
NOTES:
- TEK SCREWS MUST EMBED IN ROOF
STRUCTURAL MEMBERS/PURLINS
- TORQUE ALL 5
16" HARDWARE TO THE
FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
- RAILS CAN MOUNT TO EITHER SIDE OF POST
(UPSLOPE VS. DOWNSLOPE)
- RAILS CAN BE LEVELED UP TO 3" USING UP TO
TWO LEVELING SPACERS AS SHOWN IN "SERIES
100 RAIL LEVELING"
* A POURED SEALANT-STYLE FLASHING MAY BE
USED WITH SNAPNRACK STANDOFFS AS AN
ALTERNATIVE TO A TYPICAL CONE FLASHING
WHEN INSTALLED PER MANUFACTURER'S
INSTRUCTIONS ON LOW-SLOPE ROOF SURFACES
SNAPNRACK
STANDARD RAIL
SNAPNRACK
CHANNEL NUTSNAPNRACK
STANDOFF CLAMP
5
16" X 2" S.S. BOLT AND
5
16" S.S. SPLIT WASHER
1
4" TEK SCREW IS TYPICAL FOR SECURING
STANDOFFS TO ROOF PURLINS. PULLOUT
AND PULLOVER VALUES ARE DEPENDENT
ON SCREW SIZE AND MANUFACTURER AS
WELL AS GAUGE OF METAL PURLIN
ROOF DECKING TYP.
SEAL PENETRATION
AND UNDER BASE WITH
APPROPRIATE ROOF
SEALANT
SNAPNRACK STANDOFF BASE
STD 1-HOLE
5
16" X 1" S.S. BOLT AND 5
16" S.S.
SPLIT WASHER INSTALLED FROM
BACK SIDE OF STANDOFF BASE
PRIOR TO INSTALLATION ON ROOF
SNAPNRACK STANDOFF SHAFT,
STANDARD (VARIOUS SIZES)
SNAPNRACK RUBBER RAIN COLLAR
INSTALLS OVER TOP OF FLASHING
COMPLETE INSTALLATION
(SHOWN WITH FLASHING IN PLACE)
ROLL FORMED
STEEL PURLIN OR
STRUCTURAL MEMBER
FLASH POST WITH
STANDARD GALVANIZED
STEEL ROOF FLASHING FOR
1" DIAMETER VENT PIPE *
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 04, SEAM CLAMPS100 PEN D04D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
CAMMING SEAM CLAMPS ARE
SPECIFIED WITH A BLACK OXIDE
STAINLESS STEEL BOLT. IT IS
IMPORTANT TO USE THE PROVIDED
BOLT AND TO TIGHTEN TO 16
FT-LBS FOR FULL LOAD CAPABILITY
L FOOT OR SIMILAR TILT
BRACKETS CAN BE ATTACHED
TO THE TOP OF THE CLAMP
AND PROVIDE A MOUNTING
POINT FOR RAILS OR OTHER
STRUCTURAL MEMBERS
CLAMP CAN BE USED
TO SECURE RAILS OR
DIRECTLY SUPPORT
SOLAR MODULES
WITH MODULE CLAMPS
SEAM CLAMP BASE
(STD BASE SHOWN
BUT INSTALLATION
OF WIDE BASE IS
IDENTICAL)
1: INSTALLATION STARTS
WITH CLAMP IN
OPEN POSITION
WITH BOLT LOOSE
SEAM
CLAMP
CAM
SEAM
CLAMP
THREAD
INSERT
2: OPEN
CLAMP GETS
LOWERED
ONTO SEAM
3: BOLT IS
TIGHTENED,
SECURING
CLAMP AND L
FOOT AT THE
SAME TIME
TO DETERMINE BOLT SIZE ADD
1.17" TO THE "STACK" ON TOP
OF THE CLAMP (X) AND ROUND
UP TO NEAREST 1
4" BOLT SIZE
4: TORQUE BOLT
TO 10-16 FT-LBS
1 2 3 4
.5 TYP.
.9
"X"
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 05, CORRUGATED ROOF
BLOCKS100 PEN D05D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
USE THE SNAPNRACK CORRUGATED ROOF
BLOCK TO STRADDLE THE RAISED PORTIONS
OF CORRUGATED METAL ROOFING
MATERIALS. THIS ALLOWS AN L FOOT TO BE
MOUNTED WITH THE PENETRATION AT THE
HIGH POINT OF THE ROOFING MATERIAL
WITHOUT CRUSHING THE ROOF PROFILE.
SHOWN WITH A TEK SCREW ATTACHMENT
TYPICAL OF A METAL PURLIN STRUCTURE,
BUT THE SYSTEM WORKS WELL WITH A LAG
BOLT INTO A WOOD RAFTER AS WELL. BE
SURE TO USE PROPER SEALANT TO SEAL UP
THE HOLE IN THE METAL ROOFING MATERIAL
SNAPNRACK STANDARD RAIL
TEK SCREW SECURES L FOOT TO ROOF PURLINS
TEK SCREW SHOULD PENETRATE ROOF PROFILE
SNAPNRACK
CORRUGATED
ROOF BLOCK
SNAPNRACK L FOOT
CORRUGATED METAL
ROOFING (DETAILS
OF PROFILE VARY
SIGNIFICANTLY)
TOP FLANGE OF
ROOF PURLINS
(OR RAFTER)
CORRUGATED METAL ROOF
(TYPICAL 25
8" X 7
8" PROFILE SHOWN)
CORRUGATED METAL ROOF
(TYPICAL 25
8" X 1
2" PROFILE SHOWN)
PART DIMENSIONS
1.34
.90 1.21
2.42
2.67
ATTACHMENT HOLE SHOULD BE DRILLED
AT HIGH POINT AND BE SEALED WITH
AN APPROPRIATE SEALANT AS SHOWN
MIN 3 FULL THREADS SHOULD
CLEAR IF FASTENING TO STEEL
ROLL FORMS
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 06 L HANGER BOLTS100 PEN D06D Ryan
REV
FDATE:
DNS
120113
DRAFTER:
G McPheeters
HANGER BOLT CLAMPS HAVE BEEN DESIGNED
FOR USE WITH STANDARD 3
8" STAINLESS HANGER
BOLTS. THEY ARE COMPATIBLE WITH ANY 3
8"
STAINLESS BOLT OR THREADED ROD.
THE CLAMPS ARE 1.5" TALL AND ENGINEERED TO
HAVE A MINIMUM OF 1.25" OF THREAD IN THE
CLAMP AT ALL TIMES. MAXIMUM DESIGN LOAD
IS 1,000 LBS (AXIAL) OR 250 LBS IF A FACTOR
OF SAFETY OF 4 IS APPLIED.
- TORQUE ALL 5
16" HARDWARE TO
THE FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
SNAPNRACK
STANDARD RAIL
5
16"x 1.25-1.5" S.S. BOLT
W SPLIT LOCK WASHER
SNAPNRACK HANGER BOLT CLAMP
USE TWO PIECES "BACK TO BACK"
PER CLAMP ASSEMBLY, MINIMUM
OF 1.25" OF THREADS CLAMPED
3
8" STAINLESS HANGER BOLT
8" TYPICAL BUT SHORTER SIZES
MAY BE USED SO LONG AS
1.25" OF THREADS ARE ENGAGED
IN THE BOLT TO RAIL CLAMP
ASSEMBLED UNIT
SNAPNRACK
CHANNEL NUT
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 07, STANDOFF TO JOISTS100 PEN D07D Ryan
F 12/02/15
REV
FDATE:
DNS
12/02/15
DRAFTER:
G McPheeters
G McPheeters
COMPLETED
INSTALLATION (SHOWN
WITH FLASHING IN PLACE)
NOTES:
- WOOD SCREWS MUST EMBED IN ROOF
STRUCTURAL MEMBERS/JOISTS. TYPICAL DESIGN
UPLIFT LOAD REQUIREMENT IS 340 LBS PER
ATTACHMENT
- TORQUE ALL 5
16" HARDWARE TO THE FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
- RAILS CAN MOUNT TO EITHER SIDE OF POST
(UPSLOPE VS. DOWNSLOPE)
- RAILS CAN BE LEVELED UP TO 3" USING UP TO
TWO LEVELING SPACERS AS SHOWN IN "SERIES 100
RAIL LEVELING"
SNAPNRACK
STANDARD RAIL
SNAPNRACK
CHANNEL NUT
SNAPNRACK
STANDOFF CLAMP
5
16" X 2" S.S. BOLT AND
5
16" S.S. SPLIT WASHER
UP TO QTY (4) 1/4-20 LAG
SCREWS CAN BE USED TO
SECURE THE STANDOFF BASE
TO ROOF JOIST. THE HOLE
PATTERN ENSURES THAT
THE BASE CAN BE ORIENTED
TO AVOID RUNNING A LARGE
LAG BOLT INTO THE WEB
OF A COMPOSITE WOOD
JOIST AND CRACKING IT.
COMPOSITE WOOD ROOF JOIST OR SIMILAR
STRUCTURAL MEMBER
NOTE: THE 4 HOLE HAS BEEN DESIGNED
TO ALLOW THE INSTALLER TO AVOID
SPLITTING THE WEB OF THE JOIST WITH
A SINGLE LARGE LAG BOLT.
ROOF DECKING TYP.
SEAL PENETRATION AND
UNDER BASE WITH
APPROPRIATE
ROOF SEALANT
SNAPNRACK STANDOFF
BASE STD 4-HOLE
SNAPNRACK STANDOFF
SHAFT STD (VARIOUS SIZES)
SNAPNRACK RUBBER
RAIN COLLAR INSTALLS
OVER TOP OF FLASHING
FLASH POST WITH STANDARD GALVANIZED
STEEL OR DEAD SOFT ALUMINUM ROOF
FLASHING FOR 1" DIAMETER VENT PIPE.
A POURED SEALANT-STYLE FLASHING MAY BE
USED WITH SNAPNRACK STANDOFFS AS AN
ALTERNATIVE TO A TYPICAL CONE FLASHING
WHEN INSTALLED PER MANUFACTURER'S
INSTRUCTIONS ON LOW-SLOPE ROOF
SURFACES
QTY (2 TO 4) 1/4-20
LAG SCREWS, 1.25"
MIN. EMBEDMENT,
TYP. IF 2 SCREWS ARE
USED, LOCATE SCREWS
AT OPPOSITE DIAGONAL
CORNERS OF STANDOOF
BASE
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 08, HD STANDOFFS100 PEN D08D Ryan
F 12/02/15
REV
FDATE:
DNS
12/02/15
DRAFTER:
G McPheeters
G McPheeters
SNAPNRACK
STANDARD RAIL
SNAPNRACK
CHANNEL NUTSNAPNRACK
STANDOFF CLAMP
5
16" LAG SCREW IS TYPICAL
FOR SECURING STANDOFF
BASE TO ROOF RAFTER,
2.5" MIN EMBEDMENT INTO
RAFTER TYP.
SNAPNRACK RUBBER
RAIN COLLAR INSTALLS
OVER TOP OF FLASHING
SNAPNRACK STANDOFF SHAFT
HD (VARIOUS SIZES INCLUDING
7, 9.5, 12, AND 18" SHAFTS)
SNAPNRACK STANDOFF
BASE HD, 6-HOLE
SEAL PENETRATION AND
UNDER BASE WITH
APPROPRIATE
ROOF SEALANT
ROOF RAFTER OR
STRUCTURAL MEMBER
ROOF DECKING TYP.
SNAPNRACK STANDOFF MOUNTING POINT
FOR USE ON ALL ROOF SURFACES
NOTES:
- LAG BOLTS MUST EMBED IN ROOF STRUCTURAL MEMBERS/RAFTERS
- TORQUE ALL 5
16" HARDWARE TO THE FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
- RAILS CAN MOUNT TO EITHER SIDE OF POST (UPSLOPE VS.
DOWNSLOPE)
- RAILS CAN BE LEVELED UP TO 3" USING UP TO TWO LEVELING
SPACERS AS SHOWN IN DRAWING S100 D07 "SERIES 100 HD
STANDOFF LEVELING"
HD STANDOFFS ARE OFTEN
USED WITH FOAM ROOF
INSULATION
FLASH POST WITH STANDARD GALVANIZED
STEEL OR DEAD SOFT ALUMINUM ROOF
FLASHING FOR 1" DIAMETER VENT PIPE.
A POURED SEALANT-STYLE FLASHING MAY BE
USED WITH SNAPNRACK STANDOFFS AS AN
ALTERNATIVE TO A TYPICAL CONE FLASHING
WHEN INSTALLED PER MANUFACTURER'S
INSTRUCTIONS ON LOW-SLOPE ROOF
SURFACES
FOAM INSULATION,
TYP.
IF 2 LAG SCREWS ARE USED,
LOCATE SCREWS IN OPPOSITE
CENTER HOLES ON BASE
SECTION A-A
SCALE 3:4
AA
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 09, METAL ROOF BASE TO
RAFTERS100 PEN D09DRyan
REV
FDATE:
DNS
120113
DRAFTER:
GMcPHEETERS
SNAPNRACK
STANDARD
RAIL
METAL ROOF DECK
SHEATHING, TYPICAL
RAFTER, TYPICAL
SNAPNRACK
L FOOT
SNAPNRACK METAL
ROOF BASE CAP
5
16-18 STAINLESS FLANGE NUT
TORQUE 10-16 FT-LBS
5
16" X 3
4" STAINLESS WASHER
SNAPNRACK METAL
ROOF BASE BOTTOM
5
16" LAG BOLT WITH MIN 2.5"
EMBEDMENT TYP. ENSURE LAG
BOLT IS FULLY SEATED TO METAL
ROOF BASE BOTTOM
STEP 1:
DRILL 3/16" PILOT HOLE IN
RAFTER. ENSURE AREA
SURROUNDING HOLE IS
FREE FROM METAL
SHAVINGS AND DEBRIS.
STEP 2:
ATTACH METAL ROOF BASE
TO RAFTER WITH 5/16IN
LAG BOLT. TORQUE TO
10-16 FT LBS.
STEP 3:
THREAD METAL ROOF BASE
CAP ONTO METAL ROOF
BASE BOTTOM. TAKE CARE
TO ENSURE THE BASE DOES
NOT TWIST WHEN CAP IS
TIGHTENED. ENSURE CAP IS
FULLY SEATED TO BASE.
STEP 4:
ATTACH L-FOOT TO STUD IN
METAL ROOF BASE CAP
WITH FLANGE NUT.
SNAPNRACK STANDARD RAIL
SNAPNRACK L-FOOT
SNAPNRACK METAL
ROOF BASE CAP
SNAPNRACK METAL
ROOF BASE BOTTOM
5/16" LAG BOLT WITH 3/4" WASHER
UPPER SEALING WASHER
SEALS METAL ROOF BASE
CAP TO BOTTOM
LOWER SEALING WASHER
SEALS METAL ROOF BASE
BOTTOM TO ROOF SURFACE
SHEATHING,
TYPICAL
RAFTER,
TYPICAL
METAL ROOF
PANEL, TYPICAL
2.5" MINIMUM
EMBEDMENT
INTO RAFTER
5
16 -18 X 1" (OR 1.25") S.S.
BOLT AND SPLIT WASHER
5
16 -18 X 1" (OR 1.25") S.S.
BOLT AND SPLIT WASHER
SECTION A-A
SCALE 3:4
AA
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 10, METAL ROOF BASE TO
PURLINS100 PEN D10DRyan
REV
FDATE:
DNS
120113
DRAFTER:
GMcPHEETERS
SNAPNRACK STANDARD RAIL
METAL ROOF DECK
SNAPNRACK L-FOOT
SNAPNRACK METAL
ROOF BASE CAP
5
16-18 STAINLESS FLANGE
NUT TORQUE 10-16 FT-LBS
SNAPNRACK METAL
ROOF BASE BOTTOM
STEP 1:
DRILL 3/16" PILOT HOLE
IN PURLIN. ENSURE AREA
SURROUNDING HOLE IS
FREE FROM METAL
SHAVINGS AND DEBRIS.
STEP 2:
ATTACH METAL ROOF
BASE TO PURLIN WITH 1
4"
TEK OR EQUIVALENT SELF
DRILLING FASTENER.
TORQUE TO
MANUFACTURER
SPECIFICATIONS.
STEP 3:
THREAD METAL ROOF
BASE CAP ONTO METAL
ROOF BASE BOTTOM.
TAKE CARE TO ENSURE
THE BASE DOES NOT
TWIST WHEN CAP IS
TIGHTENED. ENSURE CAP
IS FULLY SEATED TO
BASE.
STEP 4:
ATTACH L-FOOT TO STUD
IN METAL ROOF BASE CAP
WITH FLANGE NUT.
STEEL PURLIN, TYPICAL
1
4-20 TEK OR EQUIVALENT
SELF DRILLING FASTENER.
TORQUE TO MANUFACTURER
SPECIFICATIONS
SNAPNRACK STANDARD RAIL
SNAPNRACK L FOOT
SNAPNRACK METAL
ROOF BASE CAP
SNAPNRACK METAL
ROOF BASE BOTTOM
ATTACHMENT FASTENER
1
4" TEK SCREW TYPICAL,
INTO ROOF PURLINS.
SELECT FASTENER FOR
A MINIMUM 350LB DESIGN
UPLIFT
STEEL PURLIN
FLANGE, TYP.
UPPER SEALING
WASHER SEALS
METAL ROOF BASE
CAP TO BOTTOM
LOWER SEALING
WASHER SEALS
METAL ROOF BASE
BOTTOM TO ROOF
SURFACE
METAL ROOF
PANEL, TYPICAL
SECTION A-A
SCALE 3:4
AA
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 11, METAL ROOF BASE WITH
STANDOFF TO RAFTERS100 PEN D11DRyan
REV
FDATE:
DNS
120113
DRAFTER:
GMcPHEETERS
SNAPNRACK
STANDARD
RAIL
METAL
ROOF
DECK
SHEATHING, TYPICAL
RAFTER, TYPICAL
SNAPNRACK METAL
ROOF BASE CAP
5
16" X 3
4" STAINLESS WASHER
SNAPNRACK METAL
ROOF BASE BOTTOM
5
16" LAG BOLT WITH MIN
2.5" EMBEDMENT. ENSURE LAG
BOLT IS FULLY SEATED TO
METAL ROOF BASE BOTTOM
STEP 1:
DRILL 3/16" PILOT HOLE IN RAFTER. ENSURE AREA SURROUNDING
HOLE IS FREE FROM METAL SHAVINGS AND DEBRIS.
STEP 2:
ATTACH METAL ROOF BASE TO RAFTER WITH 5/16IN LAG BOLT.
TORQUE TO 10-16 FT LBS.
STEP 3:
THREAD METAL ROOF BASE CAP ONTO METAL ROOF BASE BOTTOM.
TAKE CARE TO ENSURE THE BASE DOES NOT TWIST WHEN CAP IS
TIGHTENED. ENSURE CAP IS FULLY SEATED TO BASE.
STEP 4:
ATTACH STANDOFF TO METAL ROOF BASE CAP. STANDOFFS UP TO
7" IN LENGTH MAY BE USED.
SNAPNRACK STANDARD RAIL
SNAPNRACK METAL
ROOF BASE CAP
5
16" LAG BOLT WITH 3
4" WASHER
UPPER SEALING WASHER
SEALS METAL ROOF BASE
CAP TO BOTTOM
LOWER SEALING WASHER
SEALS METAL ROOF BASE
BOTTOM TO ROOF SURFACE
METAL ROOF
PANEL, TYPICAL
SNAPNRACK METAL
ROOF BASE BOTTOM
SHEATHING,
TYPICAL
RAFTER,
TYPICAL
SNAPNRACK
STANDOFF
SNAPNRACK STANDOFF
CLAMP WITH CHANNEL
NUT AND HARDWARE
SNAPNRACK STANDOFF
CLAMP WITH CHANNEL
NUT AND HARDWARE
SNAPNRACK STANDOFF
MAX HEIGHT: 7"
2.5" MINIMUM
EMBEDMENT
INTO RAFTER TYP.
SECTION A-A
SCALE 3:4
AA
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
PEN DETAIL 12, METAL ROOF BASE WITH
STANDOFF TO PURLINS100 PEN D12DRyan
REV
FDATE:
DNS
120113
DRAFTER:
GMcPHEETERS
SNAPNRACK
STANDARD
RAIL
METAL ROOF DECK
SNAPNRACK METAL
ROOF BASE CAP
SNAPNRACK METAL
ROOF BASE BOTTOM
STEP 1:
DRILL 3/16" PILOT HOLE IN
PURLIN. ENSURE AREA
SURROUNDING HOLE IS FREE
FROM METAL SHAVINGS AND
DEBRIS.
STEP 2:
ATTACH METAL ROOF BASE TO
PURLIN WITH 1/4" TEK OR
EQUIVALENT SELF DRILLING
FASTENER. TORQUE TO
MANUFACTURER
SPECIFICATIONS.
STEP 3:
THREAD METAL ROOF BASE
CAP ONTO METAL ROOF BASE
BOTTOM. TAKE CARE TO
ENSURE THE BASE DOES NOT
TWIST WHEN CAP IS
TIGHTENED. ENSURE CAP IS
FULLY SEATED TO BASE.
STEP 4:
ATTACH STANDOFF TO METAL
ROOF BASE CAP. STANDOFFS
UP TO 7" IN LENGTH MAY BE
USED.
STEEL PURLIN,
TYPICAL
1/4-20 TEK OR EQUIVALENT
SELF DRILLING FASTENER.
TORQUE TO MANUFACTURER
SPECIFICATIONS
SNAPNRACK STANDARD RAIL
SNAPNRACK METAL
ROOF BASE CAP
SNAPNRACK METAL
ROOF BASE BOTTOM
ATTACHMENT FASTENER
1
4" TEK SCREW TYPICAL,
INTO ROOF PURLINS.
SELECT FASTENER FOR
MINIMUM 350LB DESIGN
UPLIFT
STEEL PURLIN
FLANGE, TYP.
UPPER SEALING
WASHER SEALS
METAL ROOF BASE
CAP TO BOTTOM
LOWER SEALING
WASHER SEALS
METAL ROOF BASE
BOTTOM TO ROOF
SURFACE
METAL ROOF
PANEL, TYPICAL
SNAPNRACK
STANDOFF
MAX HEIGHT: 7"
SNAPNRACK STANDOFF
CLAMP WITH CHANNEL
NUT AND HARDWARE
SNAPNRACK
STANDOFF
SNAPNRACK STANDOFF
CLAMP WITH CHANNEL
NUT AND HARDWARE
SECTION B-B
SCALE 1 / 3
BB
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 PEN DETAIL 13, TILE HOOK
WITH FLAT TILES100 PEN D13D Ryan
REV
FDATE:
DNS
031615
DRAFTER:
G McPheeters
SNAPNRACK
STANDARD RAIL
SNAPNRACK
BONDING
CHANNEL
NUT
SNAPNRACK
TILE HOOK
5
16 -18 X 1.25" STAINLESS
FLANGE BOLT
2 QTY. 5
16" LAG BOLTS WITH
3
4" WASHERS. ENSURE 2.5"
MINIMUM EMBEDMENT INTO
RAFTER
NOTES:
- INSTALLATIONS OF SNAPNRACK TILE HOOKS ARE LIMMITED TO A MAXIMUM
WIND SPEED OF 120MPH (IBC2012) AND MAXIMUM ATTACHMENT SPAN OF 6FT.
- 5/16" LAG BOLTS MUST EMBED 2.5" INTO ROOF STRUCTURAL MEMBERS / RAFTERS
- TORQUE ALL 5
16" HARDWARE TO 10-16 FT-LBS
- RAILS CAN MOUNT TO EITHER SIDE OF TILE HOOK (UPSLOPE VS. DOWNSLOPE)
- RAILS CAN BE LEVELED UP TO 1.25" USING THE SLOT IN THE TILE HOOK
RAFTER OR STRUCTURAL
ROOF MEMBER
ROOF DECKING,
TYP.
COMPLETED INSTALLATION
SEAL PENETRATIONS
AND UNDER BASE
WITH APPROPRIATE
ROOF SEALANT
ROOF DECKING,
TYP.
RAFTER OR STRUCTURAL
ROOF MEMBER
FLAT ROOF TILE, TYP.
2.5" MINIMUM
EMBEDMENT
INTO RAFTER
SNAPNRACK
STANDARD RAIL
SNAPNRACK
CHANNEL NUT
5
16 -18 X 1.25" STAINLESS
FLANGE BOLT
2 QTY. 5
16" LAG BOLTS WITH
3
4" WASHERS. ENSURE 2.5"
MINIMUM EMBEDMENT INTO
RAFTER
SNAPNRACK
TILE HOOK
SEAL PENETRATIONS
AND UNDER BASE
WITH APPROPRIATE
ROOF SEALANT
FLAT TILE, TYP.
RAFTER, TYP.
ROOF DECKING, TYP.
SECTION A-A
SCALE 1 / 4
SECTION C-C
SCALE 7:24
DETAIL E
SCALE 1 /3
DETAIL F
SCALE 1 /4
A ACC
E
F
DESCRIPTION:PART NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
MAINSTREAM ENERGY CORP.
775 FIERO LANE, SUITE 200 Ɣ SAN LUIS OBISPO, CA 93401 USA
PHONE (805) 528-9705 Ɣ FAX (805) 528-9701
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION,
DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF
MAINSTREAM ENERGY CORPORATION.
SERIES 100 PEN DETAIL 14, S-TILE HOOKS100 PEN D14D Ryan
REV
FDATE:
DNS
031613
DRAFTER:
G McPheeters
S-TILE STANDOFFATTACHMENTTOP VIEW
STEP 1:
REMOVE TILES TO EXPOSE
ROOF DECKING.
S-TILE, TYP.
ENSURE 2.5" MINIMUM
EMBEDMENT INTO
RAFTER, TYP.
SNAPNRACK
BONDING
CHANNEL NUT
SNAPNRACK BONDING
CHANNEL NUT
RAFTER OR OTHER STRUCTURAL
ROOF MEMBER, TYP.
ROOF DECKING, TYP.
ROOF DECKING, TYP.
SNAPNRACK
STANDARD RAIL
5
16" LAG BOLTS WITH
FLAT WASHERS
SNAPNRACK
STANDARD RAIL
STEP 3:
SLIDE THE S-TILE HOOK ARM
INTO THE HOOK ON THE BASE
AND ROTATE THE ARM TOWARDS
THE BASE TO SNAP THE CHANNEL
NUT INTO THE CAHNNEL. TIGHTEN
FLANGE BOLT HAND TIGHT. ALIGN
THE ARM WITH THE NEAREST VALLEY
IN THE TILES AND TIGHTEN BOLT TO
10-16 FT-LBS
STEP 2:
DRILL TWO 3
16" PILOT HOLES INTO
RAFTER. SEAL ROOF PENETRATIONS
WITH APPROPRIATE SELANT.
FASTEN BASE TO ROOF WITH QTY. (2)
5
16" LAG BOLTS WITH FLAT WASHERS.
5
16" LAG BOLTS WITH FLAT WASHERS
TILE BATTEN, TYP.
SNAPNRACK S-TILE
HOOK BASE
SNAPNRACK S-TILE
HOOK ARM
RAFTER OR OTHER STRUCTURAL
ROOF MEMBER, TYP.
HOOK CAN BE OFFSET FROM
RAFTER UP TO 5" IN EITHER
DIRECTION TO LINE UP WITH
LOW POINT IN S-TILES.
5
16" LAG BOLTS WITH FLAT WASHERS
THE SNAPNRACK S TILE ROOF HOOK OFFERS A QUICK, COST EFFECTIVE
SOLUTION FOR MOUNTING ON S-TILE ROOFTOPS. THE SIMPLE DESIGN HAS BEEN
OPTIMIZED FOR SNAPNRACK AND THE HOOKS ARE BUILT INTO OUR SYSTEM
ENGINEERING AND UL LISTING. ONCE A TILE HAS BEEN REMOVED, THE BASE
PIECE IS BOLTED DOWN TO A RAFTER. ONCE THE BASE IS IN PLACE, THE TILE
HOOK ARM IS INSERTED INTO THE HOOK FEATURE IN THE BASE AND ROTATED
DOWN TOWARDS THE TRACK SO THAT THE BONDING CHANNEL NUT SNAPS INTO
THE CHANNEL. ONCE THE ARM IS ATTACHED TO THE BASE, SLIDE IT ON THE
BASE SO THAT IT ALIGNS WITH A LOW POINT IN THE S-TILES, SIMPLY TIGHTEN
IT IN PLACE AND REPLACE THE TILE THAT WAS REMOVED. WITH SOME TYPES OF
TILE YOU MAY WANT TO DO A LITTLE GRINDING TO HELP EVERYTHING FIT BACK
TOGETHER SMOOTHLY, BUT IN MANY CASES NO GRINDING IS REQUIRED.
INSTALLATIONS OF SNAPNRACK S TILE ROOF HOOKS ARE LIMITTED TO A
MAXIMUM WIND SPEED OF 120MPH (IBC 2012) AND A MAXIMUM
ATTACHMENT SPAN OF 6FT.
SNAPNRACK
S-TILE HOOK ARM
SNAPNRACK
S-TILE HOOK BASE
SNAPNRACK STANDARD RAIL
5
16" - 18 X 1.25" STAINLESS
STEEL FLANGE BOLT