44-059 (5) mounting
BOM
Item no. Description Weight Quantity add. Items Sum
707-0023 L-foot 11 mm fast attach 0.241 Ibs 11 0 11
702-0205 MEC CS RH 35mm 0.000 Ibs 12 0 12
712-0136 Weeblug Alpha+pa 0.000 Ibs 2 0 2
807-0131 ACC Wire Management Clip 0.000 Ibs 0 0 0
807-0134 Omega Wire Management Clip 0.000 Ibs 0 0 0
712-0148 Rail/Microinverter Attachment-M8x20mm T-Bol 0.000 Ibs 0 0 0
712-0147 Rail/Microinverter Attachment-M8x25mm T-Bol 0.000 Ibs 0 0 0
800-1085 BR 10/48 CS; 16ft 13.623 Ibs 2 0 2
800-1089 BR 10/48 CS; 12ft 13.623 Ibs 2 0 2
602-0050 Splice,insertable,f. BR 10/48 CS 0.697 Ibs 2 0 2
Total 58.533 Ibs
t
CL
Q
Developer: Page 9 of 9
Date 8/6/2015 MS Version 2.0.34.0
r0,0(D 0 u,
c:
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cn
Un
19.83 ft
3.34 ft ---
3.34 ft
3.32 ft /N ou 3.32 ft
3.34 ft
3.34 ft
3.00 ft 19.83 ft 3.00 ft
Field l Edges Corner
un
un
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o
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00
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Alpha*
mounting
Sy=stems
Construction
N
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E
Q uai Q tD
X=
R
Z
_a
I Q
m m
4
- I
Developer: Page 7 of 9
Date 8/6/2015 MS Version 2.0.34.0
mouniting
' Di Configuration
Fastener capacity
Description L-foot 11mm fast attach
Max. pressure load 816 Ibf
Max.suction load -816 Ibf
Max. lateral load 677lbf
fastener distance 48.00 in
Rail
Description GS 10/48
Moment of inertia Iz 0.16 in^4
Moment of inertia ly 0.24 in^4
m
Resistance moment Wz 0.21 in^3 s
a
Resistance moment Wy 0.24 in^3 a
Cross section area 0.55 in^2
yield stress 21.2 ksi
Modulus of elasticity 10100.0 ksi
Load
Rail Stress Deflection under load (%A=L/60) Length Load capacity
Roof area (%yield) Rail Cantilever Cantilever Attachment
Field 36.8% 17.5% 0.0 in 33.6 %
Edges 36.8% 17.5% 0.0 in 33.6 %
Comer 40.9% 19.4% 0.0 % 12.4 in 39.4 %
The system was successfully verified.
Notes
• Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with
cantilever, and uniform load distribution
• The values for material durability are taken from the technical manual of the manufacturer.
Developer: Page 6 of 9
Date 8/6/2015 MS Version 2.0.34.0
` bq
mounting
s,,,,s t e r'i
Module field layout
Module manufacturer TrinaSolar Module length 65.0 in
Module type TMS-260 PD05.08 Module width 39.0 in
Module power 260.00 Watt Frame height 1.4 in
Number of modules 3 Modul weight 41.01 Ibs
Module orientation Landscape Overall power output 0.8 kWp
ft 10.56`n tbft433,r 7` 736ir
a
C
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iU It+J,00 in 1
j Ift8,76m
1
3 ft 3,02.rt
Ii
41 11 05 t,
r
5 ft 0.23 n
I
0 ft" i:56 n 5 ft ln.Of !n
Developer: Page 5 of 9
Date 8/6/2015 MS Version 2.0.34.0
_~
Ww
mounting
Load combinations (ASD)
LFK1: Ed=D
LFK2: Ed=D+L
LFK3: Ed=D+(L,or S or R)
LFK4: Ed=D+0.75*L+0.75* (Lr or S or R)
LFK5: Ed=D+(0.6*W or 0.7* E)
LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(L,or S or R)
LFK6b: Ed=D+0.75*L+0.75 *(0.7*E)+ 0.75*S
LFK7: Ed=0.6* D+0.6*W
LFK8: Ed=0.6* D+0.7* E
max action [lb/ft2]
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 19.170 9.350 -6.944 0.625
Edges ( 19.170 9.350 -14.260 0.625
Corner I 19.170 9.350 -22.480 0.625
max action per unit length of rail [lb/ft]
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 62.350 30.410 -22.580 2.032
Edges 62.350 30.410 -46.360 2.032
Corner 62.350 30.410 -73.110 2.032
Developer: Page 4 of 9
Date 8/6/2015 MS Version 2.0.34.0
mounting
yStenis
Loads
Snow load
Importance factor II: 1.00
Ground snow load pg= 40.000 Ib/ftz
Shape factor Cs= 0.677
Snow load-flat pf= 28.000 Ib/ft2
Snow load-sloped ps= 18.950 Ib/ft2
Wind load
Basic wind speed v= 100.00 mph
Terrain category B: Urban and suburban areas,wooded areas,or other
terrain with numerous closely spaced obstructions
having the size of single-family dwellings or larger.
Wind Gust Velocity Pressure q= 15.230 Ib/ft2
t
fC
_a
Roof areas a
Distributed Wind Loading per Base Rail
Pressure [lb/ft] Suction [lb/ft]
Field 24.768 -44.583
Edges 24.768 -84.212
Corner 24.768 -128.795
Dead load
Module area Ati,= 17.60 ftz
Modul weight Gti,= 41.01 Ibs
Dead load gm= 2.376 lb/ft'
Developer: Page 3 of 9
Date 8/6/2015 MS Version 2.0.34.0
.,_��;`
mounting
Building data
Site data
Country USA IBC 2012
Terrain height 0 ft
Building specifications
Rooftype Gable roof
Building length 25 ft 10.00 in
Building width 17 ft 11.71 in
Building height 20 ft 0.00 in
Roof specifications
Roofing Composition shingle Rafter width 2.0 in
Roof pitch 26' Rafter height 6.0 in
Rafter spacing 24.0 in c.
a
�I
Developer: Page 2 of 9
Date 8/6/2015 MS Version 2.0.34.0
Awl-
*1w
mounting
ystems
Project Information
Contact
Name 4526649
Street address 107 Old Wilson Rd
City,State,ZIP Florence,MA,01062
Phone
Email
co
t
CL
<[
Developer: Page 1 of 9
Date 8/6/2015 MS Version 2.0.34.0
mounting
BOM
Item no. Description Weight Quantity add. Items Sum
707-0023 L-foot 11 mm fast attach 0.241 Ibs 22 0 22
702-0205 MEC CS RH 35mm 0.000 Ibs 12 0 12
700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 12 0 12
712-0136 Weeblug Alpha+pa 0.000 Ibs 4 0 4
807-0131 ACC Wire Management Clip 0.000 Ibs 0 0 0
807-0134 Omega Wire Management Clip 0.000 Ibs 0 0 0
712-0148 Rail/Microinverter Attachment-M8x20mm T-Bol 0.000 Ibs 0 0 0
712-0147 Rail/Microinverter Attachment-M8x25mm T-Bol 0.000 Ibs 0 0 0
800-1085 BR 10/48 CS; 16ft 13.623 Ibs 4 0 4
800-1089 BR 10/48 CS; 12ft 13.623 Ibs 4 0 4
602-0050 Splice,insertable,f.BR 10/48 CS 0.697 Ibs 4 0 4
Total 117.067 Ibs
m
.c
a
Q
Developer: Page 9 of 9
Date 8/6/2015 MS Version 2.0.34.0
00
W (D
e, 0,
(D (D 3
0
0
00 CD =
O
In
52.33 ft
-7,
3.14 3.14 ft
1
T T T
I T T I
It
8.26 ft 8.26 ft
T T F T I T T I T
3,14 It
3.14 ft
3.00 ft 52.33 ft 3,00 ft
Field 1 Edges 0 Corner
CD
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Alpha'
mounting
Construction
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t
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Developer: Page 7 of 9
Date 8/6/2015 MS Version 2.0.34.0
s+
mounting
systems
Configuration
Fastener capacity
Description L-foot 11mm fast attach
Max. pressure load 816 lbf
Max.suction load -816 Ibf
Max. lateral load 677lbf
fastener distance 48.00 in
Rail
Description GS 10/48
Moment of inertia Iz 0.16 in^4
Moment of inertia ly 0.24 in^4
Resistance moment Wz 0.21 in^3 a
Resistance moment Wy 0.24 in^3 Q
Cross section area 0.55 in^2
yield stress 21.2 ksi
Modulus of elasticity 10100.0 ksi
Load
Rail Stress Deflection under load (%A=L/60) Length Load capacity
Roof area (%yield) Rail Cantilever Cantilever Attachment
Field 34.7% 16.7% 0.0% 11.3 in 36.5%
Edges 34.7% 16.7% 0.0% 11.3 in 36.5%
The system was successfully verified.
Notes
• Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with
cantilever, and uniform load distribution
• The values for material durability are taken from the technical manual of the manufacturer.
Developer: Page 6 of 9
Date 8/6/2015 MS Version 2.0.34.0
mounting
Module field layout
Module manufacturer TrinaSolar Module length 65.0 in
Module type TMS-260 PD05.08 Module width 39.0 in
Module power 260.00 Watt Frame height 1.4 in
Number of modules 9 Modul weight 41.01 lbs
Module orientation Landscape Overall power output 2.3 kWp
ib Ft 4,36 4 11 n
Developer: Page 5 of 9
Date 8/6/2015 MS Version 2.0.34.0
mounting
systems
Load combinations (ASD)
LFK1: Ed=D
LFK2: Ed=D+L
LFK3: Ed=D+(L,or 5 or R)
LFK4: Ed=D+0.75 *L+0.75 *(L,or S or R)
LFK5: Ed=D+(0.6*W or 0.7*E)
LFK6a: Ed=D+0.75 *L+0.75*(0.6*W)+0.75*(Lr or S or R)
LFK6b: Ed=D+0.75*L+0.75*(0.7*E)+ 0.75*S
LFK7: Ed=0.6*D+0.6*W
LFK8: Ed=0.6* D+0.7* E
max action [Ib/ft2]
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 20.810 6.362 -6.862 0.417
s
Edges I 20.810 6.362 -14.170 0.417
max action per unit length of rail [lb/ft]
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 67.680 20.690 -22.320 1.355
Edges 67.680 20.690 -46.090 1.355
Developer: Page 4 of 9
Date 8/6/2015 MS Version 2.0.34.0
._• W_*1W
mounting
Loads
Snow load
Importance factor II: 1.00
Ground snow load pg= 40.000 Ib/ftZ
Shape factor Cs= 0.692
Snow load-flat pr= 28.000 Ib/ftZ
Snow load-sloped ps= 19.380 Ib/ftZ
Wind load
Basic wind speed V= 100.00 mph
Terrain category B: Urban and suburban areas,wooded areas,or other
terrain with numerous closely spaced obstructions
having the size of single-family dwellings or larger.
Wind Gust Velocity Pressure q= 15.230 Ib/ft2
CL
ro
t
Roof areas
a
Distributed Wind Loading per Base Rail
Pressure [lb/ft] Suction[lb/ft]
Field 24.768 -44.583
Edges 24.768 -84.212
Dead load
Module area Ati,= 17.60 ftZ
Modul weight Gti,= 41.01 Ibs
Dead load gm= 2.376 Ib/ft2
Developer: Page 3 of 9
Date 8/6/2015 MS Version 2.0.34.0
amounting
systen-is
Building data
Site data
Country USA IBC 2012
Terrain height 0 ft
Building specifications
Roof type Gable roof
Building length 58 ft 4.00 in
Building width 27 ft 9.52 in
Building height 30 ft 0.00 in
Roof specifications
Roofing Composition shingle Rafter width 2.0 in
Roof pitch 17' Rafter height 6.0 in
Rafter spacing 24.0 in a
a
/l
-C
O
/�
/ hro
OP
ti
Developer: Page 2 of 9
Date 8/6/2015 MS Version 2.0.34.0
._.r
*1w
mounting
Project Information
Contact
Name 4526649
Street address 107 Old Wilson Rd
City,State,ZIP Florence,MA,01062
Phone
Email
�o
t
a
Q
Developer: Page 1 of 9
Date 8/6/2015 MS Version 2.0.34.0
mounting
BOM
Item no. Description Weight Quantity add. Items Sum
707-0023 L-foot 11 mm fast attach 0.241 Ibs 44 0 44
702-0205 MEC CS RH 35mm 0.000 Ibs 24 0 24
700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 28 0 28
712-0136 Weeblug Alpha+pa 0.000 Ibs 7 0 7
807-0131 ACC Wire Management Clip 0.000 Ibs 0 0 0
807-0134 Omega Wire Management Clip 0.000 Ibs 0 0 0
712-0148 Rail/Microinverter Attachment-M8x20mm T-Bol 0.000 Ibs 0 0 0
712-0147 Rail/Microinverter Attachment-M8x25mm T-Bol 0.000 Ibs 0 0 0
800-1089 BR 10/48 CS;12ft 13.623 Ibs 7 0 7
800-1085 BR 10/48 CS;16ft 13.623 Ibs 6 0 6
706-0057 Splice,external,f.BR 10/48 CS 0.427 Ibs 6 0 6
Total 190.251 Ibs
t
a
a
Developer: Page 9 of 9
Date 8/6/2015 MS Version 2.0.34.0
00
M! (D
(D 0,
0 3
'a
CD
Fl
00
CY)
Ul
52.33 ft
3.14 It m 3.14 ft
9.06 ft 9.06 ft
I I T I I I I I I T I I' I
4— A
3.14 It 3.14 ft
3.00 ft 52.33 ft 3.00 It
LI Field I Edges 0 Corner
(D
0 (D
D
00
O
uj 0
:P. —
0
�0
Alpha*
v v
rD 0
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o O
u Ln
CD rNr C
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to
1 f d I ! I d I ID I J I I t I I I I I x Attachment
D splice
� IIIIII � iIiDIIiIil1 (
( I I I I I I I I ( I I I I I ( I
3.31 ft A=GS 1014812it[10ft 10.671n:
C C D B=GS 10/4812R[10ft11.83in]
C-GS 10148 16 ft
I
I I I I I ( I I I I I 1 ( I D GS 10148 12 ft[0 ft 11.98 in]
( � II T I I 1 I
< �
0
N p
W
A
O to
Alpha'
mounting
Configuration
Fastener capacity
Description L-foot 11mm fast attach
Max. pressure load 816 Ibf
Max. suction load -816 Ibf
Max. lateral load 677lbf
fastener distance 48.00 in
Rail
Description GS 10/48
Moment of inertia Iz 0.16 in^4
Moment of inertia ly 0.24 in A4 ,
M
Resistance moment Wz 0.21 in^3 a
Resistance moment Wy 0.24 in^3
Cross section area 0.55 in^2
yield stress 21.2 ksi
Modulus of elasticity 10100.0 ksi
Load
Rail Stress Deflection under load (%A=L/60) Length Load capacity
Roof area (%yield) Rail Cantilever Cantilever Attachment
Field 40.2% 19.4% 0.0% 10.7 in 42.3%
Edges 40.2% 19.4% 0.0% 10.7 in 42.3%
Comer 40.6% 19.6% 0.0 in 42.9%
The system was successfully verified.
Notes
• Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with
cantilever, and uniform load distribution
• The values for material durability are taken from the technical manual of the manufacturer.
Developer: Page 6 of 9
Date 8/6/2015 MS Version 2.0.34.0
mounting
s-sterns
Module field layout
Module manufacturer TrinaSolar Module length 65.0 in
Module type TMS-260 PD05.08 Module width 39.0 in
Module power 260.00 Watt Frame height 1.4 in
Number of modules 20 Modul weight 41.01 Ibs
Module orientation Landscape Overall power output 5.2 kWp
s
n.
G
Developer: Page 5 of 9
Date 8/6/2015 MS Version 2.0.34.0
1
mounting
to ,
Load combinations (ASD)
LFK1: Ed=D
LFK2: Ed=D+L
LFK3: Ed=D+(L,or S or R)
LFK4: Ed=D+035*L+0.75 *(L,or S or R)
LFK5: Ed=D+(0.6*W or 0.7* E)
LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75* (Lt or S or R)
LFK6b: Ed=D+0.75* L+0.75*(0.7* E)+ 0.75*S
LFK7: Ed=0.6*D+0.6*W
LFK8: Ed=0.6* D+0.7* E
max action [Ib/ftz]
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 24.110 7.370 -7.567 0.417
t
m
s
Edges 24.110 7.370 -15.510 0.417 G
Corner I 24.110 7.370 -24.440 0.417
max action per unit length of rail [lb/ft]
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 78.390 23.970 -24.610 1.355
Edges 78.390 23.970 -50.420 1.355
Corner 78.390 23.970 -79.470 1.355
Developer: Page 4 of 9
Date 8/6/2015 MS Version 2.0.34.0
mounting
Loads
Snow load
Importance factor 11: 1.00
Ground snow load pg= 40.000 Ib/ftZ
Shape factor C5= 0.815
Snow load-flat pr= 28.000 Ib/ftZ
Snow load-sloped ps= 22.830 Ib/ftZ
Wind load
Basic wind speed v= 100.00 mph
Terrain category B: Urban and suburban areas,wooded areas,or other
terrain with numerous closely spaced obstructions
having the size of single-family dwellings or larger.
Wind Gust Velocity Pressure q= 16.540 Ib/ftZ
M
s
_4
Roof areas a
Distributed Wind Loading per Base Rail
Pressure [Ib/ft] Suction [lb/ft]
Field 26.891 -48.404
Edges 26.891 -91.430
Corner 26.891 -139.834
Dead load
Module area AN,= 17.60 ftZ
Modul weight GN,= 41.01 Ibs
Dead load gm= 2.376 Ib/ftZ
Developer: Page 3 of 9
Date 8/6/2015 MS Version 2.0.34.0
mounting
S`,f`Ste n,S
Building data
Site data
Country USA IBC 2012
Terrain height Oft
Building specifications
Rooftype Gable roof
Building length 58 ft 4.00 in
Building width 29 ft 3.92 in
Building height 30 ft 0.00 in
Roof specifications
Roofing Composition shingle Rafter width 2.0 in
Roof pitch 17* Rafter height 6.0 in
Rafter spacing 24.0 in a
a
s
1
3p�d'9�in Ii
tig
Developer: Page 2 of 9
Date 8/6/2015 MS Version 2.0.34.0
mounting
Sy`5IL-enIs
Project Information
Contact
Name 4526649
Street address 107 Old Wilson Rd
City,State,ZIP Florence,MA,01062
Phone
Email
s
a
Q
Developer: Page 1 of 9
Date 8/6/2015 MS Version 2.0.34.0