23D-087 (2) L
13/52 Rail LRFDAllowable Uplift Wind Force(plf)
Rail Span(ft) 70 so 90 100 110 130 150 170 200 240 300 360 480 650 900
3.0 13/52 Rail
3.5 13/52 Rail
4.0 13/52 Rail
4.5 13/52 fall
$.a 13152 Rail
5.5 13/52 Rail
6.0 13/52 Rail
6.5 13/52 Rill
7.0 13/52 Rail
7.5 13/52 Rail
6.0 13152 Rail
8.5 13152 Rail
9.0 13/52 Rail
9.5 13/52 Rail
10.0 13/52 Reif
13/52 Rail LRFD Allowable Uplift
Span(g) Force(lb)
3.0 1764
3.S 1460
4.0 1243
4.5 1101
5.0 960
5.5 838
6.0 756
6.5 690
7.0 651
7.5 598
8.0 533
8.5 510
9.0 480
9.5 444
10.0 402
r
13/52 Rail Zone 3 Span Chart
Exposure Wind Ground Snow Load
Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
85 65 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5
100 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5
110 515 5.5 5.5 5.5 S.0 4.5 4.5 4.0 4.0 3.5
Category 120 5.0 5.0 S.0 5.0 5.0 44 4.5 4.0 4.0 3.5
8 130 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5
140 4.5 4.5 4.5 45 4.5 4.5 4.5 4.0 4.0 3.5
150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5
160 4.0 4.0 40 4.0 4.0 4.0 4.0 4.0 4.0 3.5
Exposure Wind Ground Snow Load
S eed 0 psf 10 sf 20 psf 30 psf 40 sf 50 sf 60 sf 70 sf 80 sf 90 sf
Exposure Wind Ground Snow Load
Speed 0 Vsf 10 Vsf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 pst 90 psf
3S
E 3.5
3 S
All
3
3.s
3.5
160 3ff0 ,` # N. _ W, .. 90
a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check
b. Wind importance factor perASCE7-OS
C. Topographic factor,kzt is 1.0
d. Maximum mean roof height is 30 ft.
e. Average parapet height Is 0 ft
f. Roof pitch is between 7 degree and 27 degree
B. Maximum solar panel weight is 60 Ibs
h. Height of solar panel is between 2"and 10"to roof
i. Deflection criteria of L/60 per AC428 Section 4.3
j. The wind speeds above are AS values
k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to
exceed the maximum span indicated on the chart
I. The span length applies to a seismic design category E or less
M. Maximum cantilever Is L/3
t
13/52 Rail Zone 2 Span Chart
Exposure Wind Ground Snow Load
Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 pst 80 nsf 90 psf
as 8.5 810 7.0 6.0 S.S 5.0 4.5 Co 4.0 3.5
100 7.5 7.5 7.0 6.0 5.5 5.0 45 4.0 4.0 3.5
110 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5
Category 120 6.5 6.5 6.5 5.5 5.0 5.0 4.S 4.0 410 3.5
6 130 6.0 6.0 1 6.0 5.5 1 S.0 4.5 4.5 4.0 4.0 3.5
140 515 5.5 5.5 S.S 5.0 1 4.5 4.5 4.0 1 4.0 3.S
150 5.0 5.0 5.0 5.0 5.0 4.5 4.S 4.0 1 4.0 3.S
160 5.0 5.0 S.0 5.0 S.0 4.5 4.5 4.0 4.0 3.5
Exposure Wind Ground Snow Load
Speed 0 sf 30 psf 20 psf 30 psf 40 psf 50 psf 60 sf 70 psf 80 's 90 psf
Exposure Wind Ground Snow Load
Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
85, 6S, .. 6-S '_: 6.5" `S.S
.500 S: m 4 3.5
3S
`A0 43 3.5
4S"ti +Y' S 4.5 ? 3 40-: 35
751}, 0 v0_: : e, Qi i.0`.. ;40`• 4:1tt1- .u ::.#0". 3.S
160. 4A �' 4 0 4.0: 4.0� 4.0 " 40 4.0 -4.6'- ' 3.5
a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check
b. Wind importance factor per ASCE7-05
C. Topographic factor,kzt is 1.0
d. Maximum mean roof height is 30 ft.
e. Average parapet height is 0 ft
IF. Roof pitch is between 7 degree and 27 degree
g. Maximum solar panel weight Is 60lbs
h. Height of solar panel Is between 2"and 10"to roof
i. Deflection criteria of L/60 per AC428 Section 4.3
j. The wind speeds above are ASE)values
k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the
maximum span indicated on the chart
I. The span length applies to a seismic design category E or less
M. Maximum cantilever is L/3
13/52 Rail Zone 1 Span Chart
Exposure Wind Ground Snow Load
Seed 0 psf 10 psf 20 psi 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
85 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5
100 10.0 8.5 7.0 6.0 5.5 5.0 4,5 4.0 4.0 3.5
110 9.5 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5
Category 120 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5
B 130 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5
140 7.5 7.5 5.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5
150 7.0 7.0 6.5 6.0 5.5 5.0 4.5 CO 4.0 3.5
160 7.0 7.0 6.S 6.0 5.5 5.0 4.5 4.0 4.0 3.5
Exposure Wind Ground Snow Load
Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 sf 60 sf 70 sf 80 sf 90 psf
Exposure Wind Ground Snow Load
Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 sf 60 psf 70 psf 80 psf 90 psf
85 94 8.5 7.0 6.0 5.5 5,0 . 4.5 4,0 4.0 3.5
100 8.5 8.0 7.0 6.0 5.5 S.0 4.5 4.0 4.0 3.5
110 7,5_ 7's lA 0
Category 120 7.0 7.0 as 6111 5S 3.0 -44.111 4.0
D 130 5.5 6.5" 65° 5:0 'S4 �:Vs 4.0 40 W15 140 6.0 6.0 ci S.5 -S;0 3 u 4.0 "�; *0 ISO 5 5.5 .� S5 5Q` '�S ,'...160 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 _ 0 ,
a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check
b. Wind importance factor per ASCE7-05
C. Topographic factor,kzt is 1.0
d. Maximum mean roof height is 30 ft.
L. Average parapet height is Oft
f. Roof pitch is between 7 degree and 27 degree
g. Maximum solar panel weight is 60lbs
h. Height of solar panel is between 2"and 10"to roof
i, Deflection criteria of L/60 per AC428 Section 43
I. The wind speeds above are ASO values
k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the
maximum span indicated on the chart
1, the span length applies to a seismic design category E or less
M, Maximum cantilever is L/3
tt"-C
STRUCTURAL ENGINEERS
July 21,2014
Mounting Systems,Inc.
820 Riverside Pkwy
Sacramento,California 95606
TEL:(855) 731-9996
FAX:(916)287-2269
Attn.:Mounting Systems, Inc.-Engineering Department
Re: Engineering Certification for the Mounting Systems, Inc. 13/52 Rail Alpha+System
PZSE,Inc.-Structural Engineers has reviewed Mounting Systems, Inc.'s 13/52 rail span charts,rail allowable
uplift wind force and performed rail component capacity check including L foot bracket,end clamp and mid-
clamp.All information,data and analysis contained within the Mounting Systems, Inc.rail span charts are
based on,and comply with Mounting Systems, Inc.'s Alpha Engineering and Technical Data and the following
codes:
1. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-05
2. 2009 International Building Code,by International Code Council, Inc.
3. 2005 Aluminum Design Manual,by The Aluminum Association
4. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic(PV)Panels,
November 1,2012 by ICC-ES
This letter certifies that the loading criteria and design basis for the Mounting Systems,Inc. 13/52 rail span
charts,rail allowable uplift wind force table and rail components capacity check are in compliance with the
above document and codes.
If you have any questions on the above,do not hesitate to call.
Sincerely, ZN of gSgS�
PAUL K. 'W
ZACHER
RUCTURAL y
No,50 100
Paul Zacher,SE-President GIST
SSfONAt.E '
EKP 6/30/701.6
8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com
2/2012015 Power Optimizer I SolarEdge
Feature highlights of SolarEdge Power optimizers:
• Per-module Maximum Power Point Tracking(MPPT)
• Superior efficiency(99.5%peak efficiency,98.8%weighted efficiency)
• Mitigates all types of modules mismatch-loss,from manufacturing tolerance to partial shading
• Designed for extreme environmental conditions
• 25 year reliability and warranty
• Advanced,real-time performance measurement
• Automatic module DC voltage shut-down for installer and firefighter safety
• Embedded by module manufacturers,or connected by installers to c-Si and thin-film modules
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Power Optimizer
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The SolarEdge power optimizer is a DC/DC converter which is connected by installers to each PV module or embedded by module manufacturers,
replacing the traditional solar junction box. The SolarEdge power optimizers increase energy output from PV systems by constantly tracking the
maximum power point (MPPT) of each module individually. Furthermore, the power optimizers monitor the performance of each module and
communicate performance data to the SolarEdge monitoring portal for enhanced,cost-effective module-level maintenance.Each power optimizer is r
equipped with the unique SafeDC7M feature which automatically shuts down modules'DC voltage wheneverthe inverteror grid power is shut down.
The MPPT per module allows for flexible installation design with multiple orientations,tilts and module types in the same string. When working with SolarEdge
Inverters,SolarEdge power optimizers automatically maintain a fixed string voltage,allowing installers even greater flexibility with longer strings and strings of different
lengths in order to design optimal PV systems.
The SolarEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year warranty.
The following power optimizer models are available:
PAGr),gs M95h9l Add-QU Ptar 911SAmli
Connected by installers to the PV module and compatible with a wide range of modules
Power Optimizer P Model Module Power Module Voc
P300 5300W <48V
P400 5400W <80V
P405 5405W <125V
Download datasheet
P-Serita GammArylal Power OotNnizer
Commercial solution connecting two modules per power optimizer
Power Optimizer Model Module Power y Module Voc
i
P600 j
5600W' <96V
P700 5700W' <125V
!!!`Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed.
Download datasheet
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solar=ve Single Phase Invertersfor North America
SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/
SE760OA-US/SE1000OA-US/SE11400A-US
SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760DA-US SE10000A-US SE114COA-US
OUTPUT
Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA
10000l240V
Max.AC Power Output 3300 4150 5400 idd 208V 10800 @ 208V 6000 8350 12000 VA
5450 i`24uv 10950.@240V
AC Output Voltage Min:Nom.-Max M ✓ ✓
183-208-229 Vac
AC Output Voltage Min.-Nam Max."' 1 ✓ ✓ ✓ f
211-240-264 Vac
AC Frequency Min:Nom.-Max.('I 59.3-60-60.5(with HI country setting 57-60-60.5) Hz
24 6'208v 48 @ 208V
Max.Continuous Output Current 12.5 tFi 25 32 47.5 A
GFDI ..._.. ;...... _........ A
Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes
INPUT
Recommended Max.DC Power'" 3750 4750 6250 7500 9500 12400 14250 W
(STC)
Transformer-less,Ungrounded Yes
Max Input Voltage 500 Vdc
Nom.DC Input.Voltage 325 @ 208V/350 @ 240V Vdc
Max.Input Current131 95 13 16.5 @ 208V 18 23 33 @ 208V 345 Adc
AS(-&240V 305 Q 240V
Max.In ut Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-fault Isolation Detection 600ku Sensitivity
Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 %
CEC Weighted Efficiency 97.5 98 97 5 @ 208V 975 975 97 @ 208V 975 %
98,@.240V 97.5 @ 240V
Nighttime Power Consumption <2.5 <4 W
ADDITIONAL FEATURES
Supported Communication Interfaces R5485,R5232,Ethernet,ZigBee(optional)
Revenue Grade Data,ANSI C12.1 Optional("
Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installel
STANDARD COMPLIANCE
Safety UL1741,UL1699B,UL1998,CSA 22.2
Grid Connection Standards IEEE1547
Emissions FCC part 15 class B
INSTALLATION SPECIFICATIONS
AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG
DC input conduit size/q of strings/
AWG range 3/4"minimum/1-2 strings/16-6 AWG 3j4"minimum/1-2 strings/14-6 AWG
Dimensions with Safety Switch 30.5 x 12.5 x 7/ 30.5 x'12.5 x'7.5'/ 30 5 x 12.5 x 10.5/775 x 315 x 260 in/
Weight with Safety Switch 51.2/23.2 ........I..,..... ..54.7%24191 rnrn
HxWxD 775 x 315 x 172 775 x 315 x
....� ....... y......_. �. .. 88.4J40.1 Ib/kg
Cooling Natural Convection Fans(user replaceable)
Noise <25 <50 dRA
Min.-Max.Operating Temperature
Range -13 to+140/-25 to+60(-40 to+60 version available(") F/°C
Protection Rating NEMA 3R
�tl For other regional settings please contact Solarldge support
!'!Limited to 125-A for locations where the yearly average high temperature is above 77'F/25 Cand to 135%for locations where It is below 77'F/25'C
I.rdetailed information,re(.,to hill//www solaredpe usPilesloulfshriverter dc uveisinne eulde,odt
A higher current source maybe used;the inverter will limit its input current to the values stated
1 4I Revenue grade inverter P/N:SEx000k-LISOOONN142
Isl Ra pld shutdown kit P/N:SE1000-M-51
Icl-411 version P/N:SExxxxA-115000NN114 -
_iliflSPEI.' �
r
sola =ee •
SolarEdge Single Phase Inverters
For North America
SE3000A-US / SE380OA-US/ SE5000A-US/SE600OA-US/
SE760OA-US/ SE1000OA-US/ SE1140OA-US
P
'dr
25 7
t
1
The best choice for SolarEdge enabled systems
Integrated arc fault protection)Type 1)for NEC 2011 690.11 compliance
Superior efficiency(98%)
Small,lightweight and easy to install on provided bracket
Built-in module-level monitoring
Internet connection through Ethernet or Wireless
Outdoor and indoor installation
Fixed voltage inverter,DC/AC conversion only
Pre-assembled Safety Switch for faster installation
Optional—revenue grade data,ANSI C12.1
USA GERMANY-ITALY-FRANCE-IAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us
Solar - • e SolarEdge Power Optimizer
Module Add-On for North America
P300 / P400 / P405
P300 P400 P405
(for 60-cell modules) (for 72&96-cell modules) (for thin film modules)
INPUT
Rated Input DC Powert'I 300 400 405 W
Absolute Maximum Input Voltage 48 80 125 Vdc
(Voc at lowest temperature)
MPPT Operating Range 8-48 8 84 12.5 105 Vdc
Maximum Short Circuit Current(Isc) t0 Adc
Maximum DC Input Current 12.5 Adc
Maximum Efficiency 99.5 %
Weighted Efficiency 98,8 %
Overvoltage Category if
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 1s Adc
Maximum Output Voltage 60 85 Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power Optimizer 1 Vdc
STANDARD COMPLIANCE
EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1(class 11 safety},UL1741
RoHS Yes ......
INSTALLATION SPECIFICATIONS
Maximum Allowed System Voltage 1000 Vdc
Pxxx-2 series 141 x 212 x 40.5 J 5.55 x 8.34 x 1.59 mm/in
Dimensions(W x L x H) 5/128x152x27.5/ 128x152x3 128x15248/
Pzxx-5 series x mm/in
5 x5.97x1.08 5x5.97x1.37 5x5.97x1.89
Weight(including cables) Pxxx-2 series 950/2.1 gr/lb
Pxxx-5 series 770/1.7 ( 930/2.65 I 930/2.OS gr/lb
Input Connector MC4 Compatible
Output Wire Type/Connector Double insulated;MC4 Compatible
Output Wire Length 0.95/3.0 1.2/3.9 m/ft
Operating Temperature Range -40-+85/-40-+185 'C/'F
Pxxx-2 series IP65/NEMA4
Protection Rating -
Pxxx-5 series IP68/NEMA6P
Relative Humidity 0-100 %
uI Rated SIC power or[lu rnadule Module of up to t5%power tolerance allowed
PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V
A SOLAREDGE INVERTER"'
Minimum String Length 8 10 t8
(Power Optimizers)
Maximum String Length 25 25 50
(Power Optimizers)
Maximum Power per String 5250 6000 12750 W
Parallel Strings of Different Lengths Yes
or Orientations
°I It 15 not allowed to mix P405 with P30U/P400/PG00/P700 in one string
71
solar - • .
SolarEdge Power Optimizer
Module Add-On For North America
P300 / P400 / P405 •
r
•
w •:
PV power optimization at the module-level
— Up to 25%more energy
— Superior efficiency(99.5%)
- Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading
— Flexible system design for maximum space utilization
— Fast installation with a single bolt
— Next generation maintenance with module-level monitoring
— Module-level voltage shutdown for installer and firefighter safety
USA - GERMANY - ITALY FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us
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leln,t- N't DO NOT and eight (1f;0f Jegs or longer' may. m -
1 Y PRO DhC ED BY 1 ieement and reqquiie You t r Ufa,the Dcfault Patimenc
S bbe arc not a utility 1t FOR(1 N1111 LRF If l ou n N e are unable to pert rrm any of the obhuixions
rr this \ereement because of n Force Mateute Eyent.such Xected party will be
than is teguired bs the Force M%.ure F.vent. "Force Majeure Evem"shall mean any
event,condition or cucumstanceevond the control of the affected party which,by the
- exercise of due foresight such party could not reasonably brave been expected to avoid,
-lug t w u .�; t i went e i au e i ne.cp uuw uam a t rant, uccris onsent of approval iptov[ueo mat sucn pmry nas inane
th Se tens;um 5 st n Inter flee ram all lien ai i�'ericumb ances 7h)I ersop:Cl tar I% and icasonable commercial efforts to obtanl and maintain[he,;tine), labor
f npcn Vmur I tl ti.st m. tiotHi nst utdin the manner m�,hich the Sv tun Is dtsp 1c.stiik wnrk-au ppagc,slow-dtmn.lock-out,flood,earthquake.fire,lighming,
auacna ur t'�n Gc party,nor nny fiylurc Ltinc y I,. Yon and 61 c hereby agree that isind,epidemic,tmaj terrorism.riot,economic sanction or cmbarco.civil disturbance.
cite S+�stem and the System Interests shill rcmnin(fur sole personal pmperip and shall act , god. unavailabilit} of electricity front the t,tilitl, cquiPinent, +applies itr
NOTWITI]ST.ANDING ANY BREACH OF THIS AGREEMENT,
ANY FAILURE OF THE SYSTEM,OR ANY NEGLIGENT ACT
THAT CALISFD .ANY INJURY OR LOSS (VIW'HETHFR
PROPERTY DAMAGE, PERSONAL INJURY OR DEATH) TO
ANYONE, WE AND YOU AGREE THAT, UNLESS SUCH
INJURY OR LOSS \k AS CAUSED BY A PARTY"S GROSS
NFGLTGF,NCF.,, FRAUD, OR WILLFUL INJURY, SUCH
PARTY'S LIABILITY ARISING OUT OF OR RELATING TO
THIS AGRFFNIFNT SHALL IN NO EVENT EXCL ED THI
DEFAULT PAYN1F.NT YOU AND WE AGREE THAT THIS
AMOUNT IS A FAIR REPRESENTATION OF THE DAMAGES
THA F YOU OR WE EXPECT TO INCUR IN THE CASE OF ANY
INJURY OR LOSS HEREUNDER.
NO CLAIM SHALL BF MADE BY YOU AGAINST US OR ANY
,
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NOTICE:BY INITIALING IN THE SPACE BELOW YOU ARE AGREEING TO HAVE ANY DISPUTE ARISING OUT OF THE
:MATTERS INCLUDED IN THE"ARBITRATION OF DISPUTES"PROVISION DECIDED BY NEUTRAL ARBITRATION AS
PROVIDED BY APPLICABLE LAW AND YOU ARE GIVING UP ANY RIGHTS YOU MIGHT POSSESS TO HAVE THE
DISPUTE LITIGATED IN A COURT OR JURY TRIAL. BY INITIALING IN THE SPACE BELOW YOU ARE GIVING UP
YOUR JUDICIAL RIGHTS TO DISCOVERY AND APPEAL. IF YOU REFUSE TO SUBMIT TO ARBITRATION AFTER
AGREEING TO THIS PROVISION, YOU MAY BE COMPELLED TO ARBITRATE. YOUR AGREEMENT TO THIS
ARBITRATION PROVISION IS VOLUNTARY. YOU HAVE READ AND UNDERSTAND THE FOREGOING AND AGREE TO
SUBMIT DISPUTES ARISING OUT'OF THE MATTERS INCLUDED IN THE"ARBITRATION OF DISPUTES"PROVISION
TO NEUTRAL ARBITRATION Cuero ens,Ill'-6
UWE AGREE TO ARBITRATION AND WAIVE T'HE RIGHT TO A JURY TRIAL:
6.NOTICE TO CUSTOME:RS
A. LIST OF DOCUMENTS TO BE INCORPORATED INTO'I'HE CONTRACT: (i)this Agreement,(ii)the Additional Terms and
Conditions,(iii)the Customer Packet,and(iv)the Work Order. These documents are expressly incorporated into this Agreement and apply
to the relationship between You and Us.
B. IT IS NOT LFGAL FOR US TO ENTER YOUR PREMISES UNLAWFULLY OR COMMIT ANY BREACH OF THE PEACE
TO REMOVE GOODS INSTALLED UNDER THIS AGREEMENT.
C. DO NOT SIGN THIS AGREEMENT'BEFORE YOU HAVE READ ALL OF ITS PAGES. You acknowledge that You have read
and received a legible copy ot.thi I Agreement,that We have signed the Agreement,and that You have read and received a legible copy of
every document that We have signed during the negotiation_
D. DO NOT SIGN THIS AGREEMENT IF THIS AGREEMENT CONTAINS ANY BLANK SPACES. You are entitled to a
completely filled in copy of this Agreement,signed by both You and Us,before any work may be started.
E. YOU MAY CANCEL THIS TRANSACTION AT ANYTIME PRIOR TO THE LATER OF: (1)MIDNIGHT OF THE THIRD
(311111)BUSINESS DAY AFTER THE TRANSACTION DATE,OR(11)THE START OF INSTALLATION OF THE SYSTEM. SEE
THE NOTICE OF CANCELLATION BELOW FOR AN EXPLANATION OF THIS RIGHT. !
VIVINT SOLAR DEVELOPER,LLC CUSTOMER(S): Jj
By: , By 4,
Printed Namc: C c.__ ? Printed Name:
T
? - ?
rice: L't � - LG<�Zt2`i ay.
4. Printed Name:
Transaction Date:
FOR INFORMATION ABOUT CONTRACTOR REGISTRATION REQUIREMENTS, CONTACT THE MASSACHUSETTS
OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION: TEN PARK PLAZA,SUITE 5170, BOSTON,MA 02116,
(617)973-8700 OR 888-283-3757.
-----------------------------------------------------------------------------
NOTICE OF CANCELLATION
Transaction Date: AR No.:
YOU MAY CANCEL THIS TRANSACTION,WITHOUT ANY PENALTY OR OBLIGATION,WITHIN THREE(3)BUSINESS
DAYS OF THE ABOVE DATE, OR (IF LATER) UNTIL THE START OF INSTALLATION OF THE SYSTEM. IF YOU
CANCEL,ANY PROPERTY TRADED IN,ANY PAYMENTS MADE;BY YOU UNDER THE CONTRACT OR SALE,AND ANY
NEGOTIABLE INSTRUMENT EXECUTED BY YOU WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS
FOLLOWING RECEIPT BY THE SELLER OF YOUR CANCELLATION NOTICE, AND ANY SECURITY INTEREST
ARISING OUT OF THE TRANSACTION WILL BE CANCELLED. IF YOU CANCEL, YOU MUST MAKE, AVAILABLE TO
THE SELLER AT YOUR RESIDENCE, IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED,ANY GOODS
DELIVERED TO YOU UNDER THIS CONTRACT OR SALE, OR YOU MAY, IF YOU WISH, COMPLY WITH THE
INSTRUCTIONS OF THE SELLER REGARDING THE RETURN SHIPMENT OF THE GOODS AT"THE SELLER'S EXPENSE
AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP
WrrHIN TWENTY(20)DAY'S OF THE DATE OF YOUR NOTICE OF CANCELLATION,YOU MAY RETAIN OR DISPOSE
OF THE GOODS WITHOUT ANY FURTHER OBLIGATION. IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE
SELLER,OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO,THEN YOU REMAIN
LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCEL THIS TRANSACTION,
MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN
NOTICE,OR SEND A TELEGRAM,TO VIVINT SOLAR DEVELOPER,LLC,AT 4931 N 300 W,PROVO,UT 84604 PRIOR TO
THE LATER OF: (I)MIDNIGHT OF THE THIRD(3"n)BUSINESS DAY AFTER T'HE TRANSACTION DATE,OR(II)THE
START OF INSTALLATION OF THE SYSTEM. I HEREBY CANCEL THIS TRANSACTION:
Date: Customer's Signature: _ _
.�
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T 3301 N thanksgiving Way,Ste,500,Lchi,Uh 84043 Employer Identification No.: 80-0756438
TM
V������ solar Phone:(R',i)404-4129 Fax (801)765-5758 'Massachusetts EIIC License No. 170848
L Mail: supptirrtcvtvintsolar.com �� �
www.vivintsolar.cont AR No
RESIDENTIAL POWER PURCHASE AGREEMENT
This RESIDENTIAL POWER PURCHASE AGREhMENT(this"AgreemenP')is entered into by and between VIVINT SOLAR DEVELOPER,LLC,a
Delaware limited liability company("We h'.c",'Our")and the undersigned Customer(h)(')ou Yous ) as of the Transaction Date set forth below
till'Nara n Full Name
( uetornertsf; a �1,. �. C, men rarer e ❑yo 2 t I011-k f I
__.
l ((4 LA DC ' J1 E-Mail: �.4�1 t- -c2II C",C
Properlti
Yd Iry Ns. C tty County,State,/1)i 3C,L,p"C (_ y al'1 O /0 Lo
1 SERVICES
V 1)I"VIN 1N1)INS I V1 I V 1111V 'o , I t n I t ,
I`ul t m ui t„Ui 1 1)h {ki hr� l.r
8-Ilitelit 1 t will-I d," d,co m Ill, c .t i k, 1 lnc Al t + d it is LC6
;ail tn.,, ,u N t k lc a;tu
V, s1 ,11 Iii s.,. r 'I - .aihJ Dui�.1 ,,Ed,t i ism i..I 1,.iifJoi,.
1 n 11 1 r i tt d n,
,II i�.it rd., 1.w�hr r Fir t- : ,i. 01..11 tic n.a ,h1.t n ,csr
i ) In i . )'I 1•+ n ltlhl. 1 'I Will 1 I'l'l o l dc I it, 'I ur E t "T, 1, n.l•,
1 111t,11 U, a,.t tt11 I,'. i „..tu1 ill ti a+tl Ir Nl „l ❑ n 1;1 ui ti "i"I >s ti N
B AC 11\A fiOV You agree to pay Us a one-time activation tee in lheamokiw c.1 u , ul +'.
cause the System to generate energy measured m kilowatt hours ("kWh ) 0 I i+ t,{r Ir.ta;Lt1 n ,I ;!:� �. r,l ,.
anticipated to begin and be substantially complete between two(2)and six(6)„cot, In 1,aft0
C. OWNERSHIP OF SYSTEM. We shall own the System as Our sole personal property You will have no property interest in the System
D, OPERATIONS AND MAINTENANCE: We will operate and maintain the System(a)at Our sole cost and expense;(ii)in good condition:and(iii)in I
material compliance with all applicable laws and permits and the Utility's requirements
E. INSURANCE We carry commercial general h ability insurance,workers'compensation Insuranc, and property insurance on the System For truare
nformation concerning Our insurance,and to obtain a utpv of Our certihc ate of insurance,please visit: vvwvy.vivmtsolar.coam insurance.
�_2, 11•KNL I ItiCF_P�1\11F:11 ti, 1Nf)F11A\t i�1 OISC f OSI KCS
A. ENERGi'PRiCE, For all Energy produced by the System,You pad• ''$0 i I per kWh(the"Energy Price"),plus applicable taxes.
The Energy Price shall increase each year by two and nine-tenth,pert nt( 9/07. A g�or tint estimate of the System output,measured m kilowatt hours,
Will be provided to You iu the Customer Packet. l HIS AGRhLME sT!�SALE Of ENERGY BY US TO YOU AND NOT FOR THE SALE OF
A SOLAR ENERGY DEVICE
B. TERM, This Agreement shall be effective as of the Transaction Date and continue until the twentieth(20thI anniversary of the In-Service Date(the i
"Terri'). The"In-,Service Dare"shall be the first day after all of the following have been achieved: (i)the System has been installed and is capable of
generating Energy,(if)all permits necessary to operate the System have been obiamed,(iii)the System has been interconnected with the Utility,and(Iv)all
inspections and certificates required under applicable law or 6y the Utility have been completed or received.
C. PAYMENTS Beginning with the First month following the in-Senice Date and throughout the Tcmi,We will send You an invoice rellceting the
charges for Energy produced Fiy the System in the previous month. You shall make monthly payments to I Is by automatic p%}ment deduction from Your
designated checking account or credit card_ It as Your responsibility to ensure that there are adequate funds or adequate credit Ilmit- There is no financing
charge associated with this Agreement For all pa)�mcuts more than ten(10)days past due.We may impose a late charge equal to'Twenty-Five Dollars($25)
and interest at an annual rate of ten percent(10°/n),plus applicable taxes. If You continue to fail-to make any payment within ten(10i days after We give
You written notice then We may exercise all remedies available to Us pursuant to Section 13(b)
1
:nil"Pi"'! thi I gill, 1 urthavt Option`s t v t c tit I lilt,
1_t<e ctrl..,id hate 11.,1,.I,.n 1:,n,,,.t �r o11 t ,e. i 1 N„u, ,v, lnih,hi. Itn„t 1, .h, l:nd
I itn. I'm' II 1 u t t 11 i toil +it n,1 11 PornRa I)pO rn I rice- ui I ..h k .cut l 11ii l rnt du it,,: ,, a• 1 to
n iclicl I ui r(i{{a 1 i r.•i W t i 1 +v t I i t,r.+Ii a .i.i t 1 tl iii s t� [I it 11-: .ihrlu td h, I i h l 1 1 11.
a. 'n ❑i l !II i m h 11
me e I 1.i1 e �h ni!, 1 .il n ..+ Wl lh t n? Al'11 1 d .1 ill, [,!-M P} t kt l i, tic`
,,:0u-1 -.&y(90)days after the end of the Term. IF YOU DO NOT NOTIFY US OF
I'm R i,1.1 I ION TO ( \N(1 1 RV 11LNDI11G \ N RI I 111,N NOT ICE '10 CIS, 'THEN THiS AGREEMENT WILL AUTOMATICALLY
RENEW ON A YEAR-TO-YEAR BASIS UNTIL YOU NOTIFY US iN WRITING OF YOUR ELECTION TO CANCEL AT LEAST SIXTY(60)
DAYS PRIOR TO THE END OF THE RENEWAL TERM.
E. CREDIT CHECK. in connection with the execution of this Agreement and at any time during the Term.You hereby authorize Us to(i)obtain Your
credit rating and report from credit reporting agen ies_(it)to report Your payment perti,rmance under this Agreement to credit repotting agencies; and
(iii)disclose this and other information to Our alfiliatcs and actual or prospeaave lenders,financing parties,investors,insurers,and acquirers.
WE MAY HAVE PRESCREFNFD YOUR CREDIT. PRESCRFFNING OF CREDIT DOES NOT IMPACT YOUR
CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM
US AND OTHER COMPANIES BY CALLING TOLL-FREE (888) 567-8688. SEF PRESCREEN & OPT-OUT
NOTICE(SECTION 29)BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS,
3.LIMITED WARRANTY
A. LIMITED INSTALLATION 91'ARRANTN We provide a workmanship warrant,,that the System shall be tree from material detects in design and
workmanship under normal o orating conditions tor the Tenn. We further warrant that all rooftop penetrations We install shall he watertight as of the date of
installation. We do not provide any warranty to You with respect to any component of the S stern Any manufacturer's warranty is in addition to,not in lieu
of this limited installation warranty. This warranty does not cover problems resulting horn exposure to harmful materials and chemicals• fire, flood,
earthgU ake,or other acts of god,vandalism,alteration of systern by anyone nut authorized by i)N,or any other cause heyond Our control.
B. MANUFACTURERS'WARRANTIES. The System's solar modules carry a minimum manufacturer's warranty of twenty(20)years as follows:
(a)during the first ten(10)years of use,the modules'electrical output will not degrade by more than ten percent(10%)Gom[he oribinal((y rated outptit;and
(h)during the first twenty(20)years of use,the modules'electrical output will not degrade by more than twenty percent(20!)from the originally rated
outptit. fhe System's invieners carry a minimum manufacturer's warranty of!en(I0)years against defects or component breakdowns. During the Term,We
will enforce these warranties to the fullest extent possible.
C. DISCLAIMER OF WARRANTY' EXCEPT AS SET FORTH iN THiS SECTION 3, WE MAKE NO OTHER WARRANTY TO
YOU OR ANY OTHER PERSON, WHETHER EXPRESS, IMPLIED OR STATUToRV, AS TO THE MERCHANTABILITY OR
FITNESS FOR ANY PURPOSE. OF THE EQUIPMENT, I\STALi.ATION, DESIGN, OPF;RATiON.. OR MAINTENANCE, OF THE
SYSTEM, THE PRODUCTION OR DELIVERY OF ENERGY, OR ANY OTHER ASSOCIATED SERVICE OR MATTER
HEREUNDER, ALL OF WHICH WE HEREBY EXPRESSLY DiSC'L,AIM. OUR LIABILITY FOR ANY BREACH OF ANY
WARRANTY IS LIMITED TO REPAIRING THE SYSTEM OR YOUR PROPERTY CO THE EXTENT REQUIRED UNDER THIS
AGREEMENT. YOU ACKNOWLEDGE,THAT WE ARE RELYING ON THiS SECTION 3.C. AS A CONDITION AND MATERIAL
INDUCEMENi TO ENTER INTO THiS AGREEMENT- THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE
DESCRIPTION OF THE FACE HEREOF. _
4.KEMOVAL OF T HE SYS7-EM I
\ ,u aii 1 n,11. ,nn .Ali r iii us 1,� I 1 , i u 1 y: t„di, '+ 1u! a u ., parr, :h,i1 r„hnlc
'I'ht ti, _nt,. n,v;,.vid -i1i<< ,'it, t�hcl nu,rc,.a ,(: c;innr-sou nnt.t ,1 .tE tca,..hi1t- +til,let• r.,n rv±`ittcn,1,a1..
isarunrr-Reyue•c)ed.Aiturdun11 1. '11 t,r:; ha'.tilt 2pur.'I <lul`mu`oldnt la N,nu 1'r.lion ,hale71"t tit:rrlI'llo-, 'dwr Nn;1t o"i- iicrc;tic°wq,sol u
utaradr,t 1.e,+tnnci h:u 1,ill 11 r i lilt ruin,,,.11. ttor:_c-ai„:o i-i tit-1'1„n,-ih,'`+,-ta n; 1,+t. t. :, u,pa, n.f .,1 Fat a,uel tot-.tilt llwidn•.1-.:nt,Vox•ty-Alnr
111 1iai� �-#'>'11 liri�rre W:roiu„ir th, titi.ttm } ..1,!I he t.,lullc"cl, t, •I:r�."1�eie,n I'.;t^Went i,i,,ic9inrd+il s,.:uor, f�i 1!thr`;;�1,�1r�i.n„1 rr Tl�,dlr,i
t'.iiinn shirt: i;111 d;r,�,il rein„vet In !tic,rt rta -.f ,tn ,;lr,t.r.vrrc, ,�Rc,linu Ilzc �;,ion1 l+ i ,h;ll! crvn,itl ? � +n nncllydlt•It 11 44`r,ire !ulal�lr ir, tin+rh
Ili,'I'w_c•1, V 4 It 11 am:d.n cq.,t,: tic ,.Icrr liet tv,Uh,irran do 1,1 t:a6an 1 y 5„ur r,nura:l,.r
5.ARBITRATION OF DISPUTES
Most customer concerns can be resolved quickly and amicably by calling Our customer service department at (877) 404-4129. If Our
customer service department is unable to resolve Your concern,You and We agree to resolve any Dispute(as defined below)through bindin&
arbitration or small claims court instead of courts of general jurisdiction. BY SIGNING BELOW,YOU ACKNOW LEDGE AND AGREE.
THAT(I)YOU ARE HEREBY WAIVING THE RI(1iHT TO 1A TRIAL BY.FURY;AND(11)YOU MAY BRING CLAIMS AGAINST US
ONLY IN YOUR INDIVIDUAL CAPACITY,AND NOT AS A PLAINTIFF OR CLASS MEMBER IN ANY PURPORTED CLASS OR
REPRESENTATIVE PROCEEDING. You and We agree to arbitrate all disputes, claims and controversies arising out of or relating to
._�:
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BOM
Item no. Description Weight Quantity add. Items Sum
707-0023 L-foot 11 mm fast attach 0.241 Ibs 6 0 6
702-0205 MEC CS RH 35mm 0.000 Ibs 4 0 4
700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 4 0 4
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
800-1089 BR 10/48 CS; 12ft 13.623 Ibs 2 0 2
Total 28.690 Ibs
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Developer: Page 9 of 9
Date 6/9/2015 MS Version 2.0.32.0
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3.71 ft 3.71 ft
VI 3.00 ft 9.83 ft 3.00 ft
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Construction
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Developer: Page 7 of 9
Date 6/9/2015 NIS Version 2.0.32.0
mounting
.`',ystet,ns
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 24.02 in
Rail
Description GS 10/48
U)
'r
Moment of inertia Iz 0.16 in A4 N
Moment of inertia ly 0.24 in A4
m
Resistance moment Wz 0.21 in^3
Resistance moment Wy 0.24 in A3 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 65.6% 47.0% 0.0 in 37.2 %
Edges 65.6% 47.0% 0.0 in 37.2 %
Comer 65.6% 47.0% 0.1 % 4.1 in 37.2 %
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 6/9/2015 MS Version 2.0.32.0
mounting
Module field layout
Module manufacturer Trina Module length 65.0 in
Module type TSM 260-PD05.08 Module width 39.1 in
Module power 193.00 Watt Frame height 1.4 in
Number of modules 3 Modul weight 41.00 Ibs
Module orientation Portrait Overall power output 0.6 kWp
0 ft 8.02 in 9 ft t0.80 in 5 ft 3,19 in
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0ft10.48in
i� ft
OCftfl6.84 in i S fit 10.00 in
Developer: Page 5 of 9
Date 6/9/2015 MS Version 2.0.32.0
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*(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* (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/ft']
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 16.970 10.000 -7.989 0.835
ro
Edges I 16.970 10.000 -9.817 0.835 g
Corner I 16.970 10.000 -9.817 0.835
max action per unit length of rail [lb/ft]
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 45.980 27.090 -21.640 2.263
Edges 45.980 27.090 -26.590 2.263
Corner 45.980 27.090 -26.590 2.263
Developer: Page 4 of 9
Date 6/9/2015 MS Version 2.0.32.0
mounting
Loads
Snow load
Importance factor 11: 1.00
Ground snow load pg= 40.000 Ib/ft2
Shape factor C,= 0.523
Snow load-flat Pf= 28.000 Ib/ft2
Snow load-sloped Ps= 14.650 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 N
having the size of single-family dwellings or larger. Ln
Wind Gust Velocity Pressure q= 15.230 Ib/ft2
r4
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a
Roof areas a
Distributed Wind Loading per Base Rail
Pressure [lb/ft] Suction [lb/ft]
Field 37.137 -41.264
Edges 37.137 -49.516
Corner 37.137 -49.516
Dead load
Module area Ati,= 17.65 ft2
Modul weight GM= 41.00 Ibs
Dead load gm= 2.369 Ib/ft2
Developer: Page 3 of 9
Date 6/9/2015 MS Version 2.0.32.0
mounting
{stem
Building data
Site data
Country USA IBC 2012
Terrain height 0 ft
Building specifications
Rooftype Gable roof
Building length 15 ft 10.00 in
Building width 16 ft 2.16 in
Building height 19 ft 8.22 in
Roof specifications
Roofing Composition shingle Rafter width 2.0 in
Roof pitch 36° Rafter height 8.0 in M
Rafter spacing 24.0 in a
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Developer: Page 2 of 9
Date 6/9/2015 MS Version 2.0.32.0
mounting
Project Information
Project data
Project description 4264152
Contact
Name 4264152
Street address 29 Warner St
City,State,ZIP Florence, MA 01062
Phone
Email
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Developer: Page 1 of 9
Date 6/9/2015 MS Version 2.0.32.0
mounting
syste n is
BOM
Item no. Description Weight Quantity add. Items Sum
706-0061 Cross rail connector 48x31 0.157 Ibs 10 0 10
707-0023 L-foot 11 mm fast attach 0.241 Ibs 9 0 9
702-0205 MEC CS RH 35mm 0.000 Ibs 8 0 8
700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 6 0 6
712-0136 Weeblug Alpha+pa 0.000 Ibs 8 0 8
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 I 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 6 0 6
800-1087 BR 10/48 CS;14ft 13.623 Ibs 2 0 2
Total 112.726 Ibs
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Developer: Page 11 of 11
Date 6/9/2015 MS Version 2.0.32.0
00
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20.00 It
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3.12 ft 7
3.12 ft
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8.67 ft 8.67 ft
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3.12 ft
3.12 ft
3.00 ft 20.00 It 3.00 ft
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Top layer
¢ a
3.13 ft A=GS 10/4812 R[3 ft 5.46 in]
B=GS 14/4814 ft[13RS.OLin:
C Lower Layer
C=GS 10148 12 It[3 R 0.44 In]
0=GS 10/4812 ft[8 ft 6.19 in]
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Rail Stress Deflection under load (%A=L/60) Length Load capacity
Roof area (%yield) Rail Cantilever Cantilever Attachment
Field 69.5% 73.4% 0.0 in
Edges 69.5% 73.4 % 0.0 in
Comer 69.5 % 73.4% 0.0 in
Cross rail Stress Deflection under load (% A=L/60) Length Load capacity
Roof area (%yield) Rail Cantilever Cantilever Attachment
Field 82.2 % 39.8 % 0.0% 9.7 in 87.9 %
Edges 82.2% 39.8% 0.0 % 9.0 in 87.9%
Comer 82.2% 39.8 % 0.0 in 87.9%
The system was successfully verified.
Notes
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• 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. a
a
Developer: Page 8 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
syst.en is
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 24.02 in
Rail
Description GS 10/48 N
v
Moment of inertia Iz 0.16 in A4
Moment of inertia ly 0.24 in^4
Resistance moment Wz 0.21 in^3 s
_a
Resistance moment Wy 0.24 in 13
Cross section area 0.55 in^2
yield stress 21.2 ksi
Modulus of elasticity 10100.0 ksi
Cross rail
Description GS 10/48
Moment of inertia Iz 0.16 in A4
Moment of inertia ly 0.24 in"4
Resistance moment Wz 0.21 in A3
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
Developer: Page 7 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
Module field layout
Module manufacturer Trina Module length 65.0 in
Module type TSM 260-PD05.08 Module width 39.1 in
Module power 193.00 Watt Frame height 1.4 in
Number of modules 5 Modul weight 41.00 Ibs
Module orientation Landscape Overall power output 1.0 kWp
13`t7.02 r 10 ft.10.75in ift 6.24in vN
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i
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Oft 6.27 in j
Uft 0¢' 1.45ir
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ft 13ft7.02in ft 0051
Developer: Page 6 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
max action [lb/ft] (Lower Layer)
usability validation [lb/ft]
Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel
Field 162.900 46.710 -45.350 2.590 162.900 46.710 -45.350 2.590
Edges 162.900 46.710 -93.690 2.590 162.900 46.710 -93.690 2.590
Corner 162.900 46.710 -148.100 2.590 162.900 46.710 -148.100 2.590
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Q.
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Developer: Page 5 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
Load combinations (ASD)
LFK1: Ed=D
LFK2: Ed=D+L
LFK3: Ed=D+(L.orSor R)
LFK4: Ed=D+0.75* L+0.75 *(L,or S or R)
LFK5: Ed=D+(0.6*Wor0.7*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/ft']
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 24.640 7.065 -6.859 0.392 v
Edges I 24.640 7.065 -14.170 0.392 Q
Corner I 24.640 7.065 -22.400 0.392
max action [lb/ft] (Top layer)
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 66.740 19.140 -18.580 1.061
Edges 66.740 19.140 -38.390 1.061
Corner 66.740 19.140 -60.670 1.061
Developer: Page 4 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
s�/stems
Loads
Snow load
Importance factor II: 1.00
Ground snow load pg= 40.000 Ib/ft2
Shape factor Cs= 0.831
Snow load-flat pr= 28.000 Ib/ft2
Snow load-sloped ps= 23.260 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 N
Ln
having the size of single-family dwellings or larger.
v
Wind Gust Velocity Pressure q= 15.230 Ib/ft2 ti
�r
t
a
Roof areas a
Distributed Wind Loading per Base Rail
Pressure [lb/ft] Suction [lb/ft]
Field 20.632 -37.137
Edges 20.632 -70.148
Corner 20.632 -107.286
Dead load
Module area Ati,= 17.65 ft2
Modul weight GM= 41.00 Ibs
Dead load gm= 2.369 Ib/ft2
Developer: Page 3 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
Building data
Site data
Country USA IBC 2012
Terrain height Oft
Building specifications
Roof type Gable roof
Building length 26 ft 0.00 in
Building width 28 ft 8.13 in
Building height 19 ft 8.22 in
Roof specifications
Q0
Roofing Composition shingle Rafter width 2.0 in Q0
N
Roof pitch 16° Rafter height 8.0 in
m
Rafter spacing 24.0 in fl.
a
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-c
A o-
�o�
c
Developer: Page 2 of 11
Date 6/9/2015 MS Version 2.0.32.0
'r►
mounting
systeliis
Project Information
Project data
Project description 4264152
Contact
Name 4264152
Street address 29 Warner St
City,State,ZIP Florence,MA 01062
Phone
Email
Ln
N
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s�.
Q
Developer: Page 1 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
S""Ste-tiI`a
BOM
Item no. Description Weight Quantity add. Items Sum
707-0023 L-foot 11 mm fast attach 0.241 Ibs 10 0 10
702-0205 MEC CS RH 35mm 0.000 Ibs 4 0 4
700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 14 0 14
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
706-0057 Splice,external,f.BR 10/48 CS 0.427 Ibs 2 0 2
Total 57.753 Ibs
N
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N
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Developer: Page 9 of 9
Date 6/9/2015 MS Version 2.0.32.0
0,
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0 V� 0 �64
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29.00 ft
4.25
4.25 ft
ft
6.51 It 6.51 ft
4.24 ft 4.24 ft
3.00 ft 29.00 ft 3.00 ft
Field Edges Corner
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Alpha' 4264152
mounting
Construction
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Developer: Page 7 of 9
Date 6/9/2015 MS Version 2.0.32.0
mounting
systems
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 24.02 in
Rail
Description GS 10/48 N
Ln
v
Moment of inertia Iz 0.16 in^4
ry
<r
Moment of inertia ly 0.24 in A4
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 99.2% 95.9% 0.1 % 6.9 in 39.6%
Edges 99.2 % 95.9% 0.0 in 39.6%
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 6/9/2015 MS Version 2.0.32.0
_'"i�►
*IW
mounting
"Y', ir_';11-
Module field layout
Module manufacturer Trina Module length 65.0 in
Module type TSM 260-PD05.08 Module width 39.1 in
Module power 193.00 Watt Frame height 1.4 in
Number of modules 8 Modul weight 41.00 Ibs
Module orientation Portrait Overall power output 1.5 kWp
N
LP
SRii -, N
L
a
Q
i
........................_.............
Developer: Page 5 of 9
Date 6/9/2015 MS Version 2.0.32.0
mounting
sySt-:I'llS
Load combinations (ASD)
LFK1: Ed=D
LFK2: Ed=D+L
LFK3: Ed=D+(Lr or S or R)
LFK4: Ed=D+0.75* L+0.75*(LrorSor 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/ft']
Roof area Pressure Pressure Suction Suction N
orthogonal parallel orthogonal parallel
N
Field 13.560 9.290 -8.134 1.005
m
t
Edges I 13.560 9.290 -9.962 1.005 a
max action per unit length of rail [Ib/ft]
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 36.720 25.170 -22.040 2.723
Edges 36.720 25.170 -26.990 2.723
Developer: Page 4 of 9
Date 6/9/2015 MS Version 2.0.32.0
mounting
"S rr;S
Loads
Snow load
Importance factor II: 1.00
Ground snow load pg= 40.000 Ib/ft2
Shape factor CS= 0.385
Snow load-flat Pr= 28.000 Ib/ft2
Snow load-sloped ps= 10.770 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. H
Wind Gust Velocity Pressure q= 15.230 Ib/ft2
N
a
(0
Roof areas o
a
Distributed Wind Loading per Base Rail
Pressure [lb/ft] Suction [lb/ft]
Field 37.137 -41.264
Edges 37.137 -49.516
Dead load
Module area Ati,= 17.65 ft2
Modul weight GM= 41.00 Ibs
Dead load gm= 2.369 Ib/ft2
Developer: Page 3 of 9
Date 6/9/2015 MS Version 2.0.32.0
..•►,, ,,
1
mounting
systems
Building data
Site data
Country USA IBC 2012
Terrain height Oft
Building specifications
Roof type Gable roof
Building length 35 ft 0.00 in
Building width 21 ft 2.56 in
Building height 19 ft 8.22 in
Ln
N
Roof specifications
Roofing Composition shingle Rafter width 2.0 in
Roof pitch 45° Rafter height 8.0 in
Rafter spacing 24.0 in o
a
b$
Developer: Page 2 of 9
Date 6/9/2015 MS Version 2.0.32.0
mounting
Project Information
Project data
Project description 4264152
Contact
Name 4264152
Street address 29 Warner St
City,State,ZIP Florence,MA 01062
Phone
Email
N
Ln
r,
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N
M
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Developer: Page 1 of 9
Date 6/9/2015 MS Version 2.0.32.0
•tir
mounting
S','Ste iS
BOM
Item no. Description Weight Quantity add. Items Sum
706-0061 Cross rail connector 48x31 0.157 Ibs 20 0 20
707-0023 L-foot 11 mm fast attach 0.241 Ibs 12 0 12
702-0205 MEC CS RH 35mm 0.000 Ibs 20 0 20
712-0136 Weeblug Alpha+pa 0.000 Ibs 12 0 12
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 I Microinverter Attachment-M8x20mm T-Bol 0.000 Ibs 0 0 0
712-0147 Rail I Microinverter Attachment-M8x25mm T-Bol 0.000 Ibs 0 0 0
800-1089 BR 10/48 CS; 12ft 13.623 Ibs 12 0 12
800-1085 BR 10/48 CS; 16ft 13.623 Ibs 2 0 2
602-0050 Splice,insertable,f. BR 10/48 CS 0.697 Ibs 2 0 2
Total 198.156 Ibs
N
v
w
N
fi
t
a
d
Developer: Page 11 of 11
Date 6/9/2015 MS Version 2.0.32.0
00
0) (D
M (D 1
0 3
0,
-4
4
U
Ln OIQ
29.00 ft
-----------
4.25 ft 4.25 ft
6.51 ft
6.51 ft
4.24 ft ------ 4.24 ft
1
3.00 ft LL—LI-A
29.00 ft 3.00 It
LU Field Edges Comer
V)
(D -V
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2.71 ft
X splice
Attachment
Top layer
A=GS 10/48 12 ft[3 R 5.46 in]
Lower Layer
B=GS 10/48 16 It
C=GS 10/48 12 ft[10 ft 4.13 in]
C
a a a a < a 3.13 ft
g C
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Alpha` 4264152
mounting
Rail Stress Deflection under load (% A=L/60) Length Load capacity
Roof area (%yield) Rail Cantilever Cantilever Attachment
Field 12.4% 9.8 % 0.0 in
Edges 12.4% 9.8 % 0.0 in
Comer 12.4% 9.8 % 0.0 in
Cross rail Stress Deflection under load (%A=L/60) Length Load capacity
Roof area (%yield) Rail Cantilever Cantilever Attachment
Field 99.1 % 73.7% 0.0 in 48.9%
Edges 99.1 % 73.7% 0.0 in 48.9%
Comer 99.1 % 73.7% 0.0 in 48.9%
The system was successfully verified.
Notes
Ln
• 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. a
a
Developer: Page 8 of 11
Date 6/9/2015 MS Version 2.0.32.0
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 24.02 in
Rail
Description GS 10/48
N
Gn
Moment of inertia Iz 0.16 in^4
N
ct
Moment of inertia ly 0.24 in^4
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
Cross 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
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
Developer: Page 7 of 11
Date 6/9/2015 MS Version 2.0.32.0
lwlqw_- Alp-
*IW
mounting
s,;stenis�
Y
Module field layout
Module manufacturer Trina Module length 65.0 in
Module type TSIVI 260-PD05.08 Module width 39.1 in
Module power 193.00 Watt Frame height 1.4 in
Number of modules 5 Modul weight 41.00 lbs
Module orientation Landscape Overall power output 1.0 kWp
ti
Ln
334
I ft 10.65 in I
ft 10.65 in
Developer: Page 6 of 11
Date 6/9/2015 IVIS Version 2.0.32.0
mounting
s,Vstem s
max action [lb/ft] (Lower Layer)
usability validation [lb/ft]
Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel
Field 59.070 50.130 -26.510 3.275 59.070 50.130 -26.510 3.275
Edges 59.070 50.130 -32.470 3.275 59.070 50.130 -32.470 3.275
Corner 59.070 50.130 -32.470 3.275 59.070 50.130 -32.470 3.275
N
Ln
C
N
d'
t
(0
t
CL
Q
Developer: Page 5 of 11
Date 6/9/2015 MS Version 2.0.32.0
'' w-
W
mounting
Y
Load combinations (ASD)
LFK1: Ed=D
LFK2: Ed=D+L
LFK3: Ed=D+(Lr or S or R)
LFK4: Ed=D+0.75*L+0.75*(Lr or S or R)
LFK5: Ed=D+(0.6*Wor0.7* 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/ft']
Roof area Pressure Pressure Suction Suction
Ln
orthogonal parallel orthogonal parallel
Field 18.120 15.380 -8.134 1.005
Edges I 18.120 15.380 -9.962 1.005
Corner I 18.120 15.380 -9.962 1.005
max action [lb/ft] (Top layer)
Roof area Pressure Pressure Suction Suction
orthogonal parallel orthogonal parallel
Field 49.100 41.670 -22.040 2.723
Edges 49.100 41.670 -26.990 2.723
Corner 49.100 41.670 -26.990 2.723
Developer: Page 4 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
sVstem
Loads
Snow load
Importance factor 11: 1.00
Ground snow load pg= 40.000 Ib/ftZ
Shape factor C5= 0.692
Snow load-flat pr= 28.000 Ib/ftZ
Snow load-sloped ps= 19.380 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
Ln
having the size of single-family dwellings or larger.
v
Wind Gust Velocity Pressure q= 15.230 Ib/ftZ
a
Roof areas a
Distributed Wind Loading per Base Rail
Pressure [lb/ft] Suction [lb/ft]
Field 37.137 -41.264
Edges 37.137 -49.516
Corner 37.137 -49.516
Dead load
Module area AN,= 17.65 ftZ
Modul weight G,,= 41.00 Ibs
Dead load gm= 2.369 Ib/ftZ
Developer: Page 3 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
`,V`tt--iI ES
Building data
Site data
Country USA IBC 2012
Terrain height Oft
Building specifications
Rooftype Gable roof
Building length 35 ft 0.00 in
Building width 21 ft 2.56 in
Building height 19 ft 8.22 in
Roof specifications
Ln
Roofing Composition shingle Rafter width 2.0 in 6
N
Roof pitch 45° Rafter height 8.0 in
M
Rafter spacing 24.0 in fl
a
/c
Developer: Page 2 of 11
Date 6/9/2015 MS Version 2.0.32.0
mounting
systems
Project Information
Project data
Project description 4264152
Contact
Name 4264152
Street address 29 Warner St
City,State,ZIP Florence, MA 01062
Phone
Email
N
Un
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N
M
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Developer: Page 1 of 11
Date 6/9/2015 MS Version 2.0.32.0
DC Safety Switch Notes:
Rated for max operating condition of inverter
NEC 690.35 compliant
*opens all ungrounded conductors U o
C o
Notes: SE6000A-US-U Inverter Specs: -0 o
CEC ALL CONDUCTORS AC 240V NEM3
AC Operating Voltage 240V �3 tiZ
Continuous Max Output 25A _�oz
SHALL BE COPPER DC Maximum Input Current 18A N LLg
Solar Edge Optimizer Specs: CU i~
P300 DC Input Power 30OW (�
DC Max Input Voltage 8-48V
DC Max Input Current 12.5A
Design Conditions: DC
Max Output Current 15A
ASHRAE 2013 Max String Rating 525OW
Highest Monthly 2%DB Design Temp 32.5°C. Module Specs:
21 PV MODULES PER INVERTER=5460 WATTS STC Lowest Min.Mean Extreme DB -26.9°C
1 STRING OF 11 PV MODULES VOC Temp coefficient V/°C Trina Solar TSM-260PDO5.08
1 STRING OF 10 PV MODULES SOLAREDGE Short Circuit Current(Isc) 9.00A
SE6000A-US-U Open Circuit Voltage
oc)
wvERrER System SpeCS: Operating Current(imp) 8.50A
= Max DC Voltage 500V Operating Voltage(Vmp) 30.6V
DCSAF DGE
' 0 � 10 ti DC SAFETY Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A
SWITCH Max.DC Current per String 15A STC Rating(Pmax) 260W o
Nominal AC Current 25A Power Tolerance -01+3%
SOLAREDGE- - - - - EXISTING
P300 OPTIMIZERS — SUPPLY-SIDE a L2 N ENTRANCE
SOLAR TAP CONDUCTORS o
° ° �s NEC 705.12(A) M RATED: 100A ^ d
1 0 -
O U Q
m S
Siem ns*LNF222R Z M Q
_ - - 60A/240V FUSED NEMA3
SOLAREDGE OR EQUIVALENT TWA � Z W
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P300 OPTIMIZERS -- ——" -- VisionMetenng W J Z M
V2S-2S H 2
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EXISTING SHEET
_ 240V/1OOA AC NAME:
------------------------------ ----------------------- -- LOAD-CENTER z_ T
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SREC/ANSI VISIBLE J 0
METER LOCKABLE (� Q
2 'KNIFE'A/C —
DISCONNECT
SHEET
NUMBER:
O PV WIRE IN FREE AIR INTO THWN4 IN 3/4"EMT O MINIMUM 8 AWG CU WIRE(RATED 90 DEG C)IN 3/4"EMT
1 CONDUIT.KEEP UNDER 2%VOLTAGE DROP.MINIMUM CONDUIT.L1,L2,AND NEUTRAL;8 AWG GROUND WIRE.
10 AWG CU WIRE EACH(RATED 90 DEG C).6AWG BARE 5%VOLTAGE DROP.
COPPER EGC OR 8AWG INSULATED GEC IN CONDUIT. KEEP UNDER 1. C?
W
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N °
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PV MODULE,TYP.MOUNT qq °
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TO RAFTERS OF COMP. tl .N Q m
SHINGLE ROOF, o
PARALLEL LOOT WITH CONNECTION rn E
WITH PLANE OF ROOF Z
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F 1 YL"MINIMUM
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13±2 M1-Ibs.
PV ARRAY TYP. ELEVATION END CLAMP DETAIL
NOT TO SCALE 2 L—FOOT DETAIL N
NOT TO SCALE NOT TO SCALE 3 ;3 ai
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PERMITTED LEVELING L-FOOT WITH CONNECTION w
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FOOT SPACING
END CLAMP �
N
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FRAMING BELOW SHOWN END CLAMP
DASHED FOR CLARITY
2 ° N
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PHOTOVOLTAIC MODULE
PV4.0 gm �
I I I I END CLAMP � U 4J
I I I I I I PHOTOVOLTAIC MODULE ;E ED
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I I I I I I I I I CANTILEVER=U3 L=PERMITTED SPAGING
I I I I I I Z J
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I I I I I I I J -1 UJ m
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I I I I I I I I I I I I co a w
I I I I I I I ? ? °
I I I I I I I I I I I I SHEET
I I I I I I I I I I I I I NAME:
I I I I I I I I I I I I I Z J
L-FOOT WITH MID CLAMP L-FOOT WITH CONNECTION Q
Q
I CONNECTION w
I I 1
PV4.0 ROOF FRAMING
MID CLAMP C
PERMITTED LEVELING PV SYSTEM MOUNT DETAIL SHEET
FOOT SPACING NUMBER:
SCALE:N.T.S. C)
MODULES IN PORTRAIT/LANDSCAPE M
NOT TO SCALE >
n
m
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INSTALLER:VIVINT SOLAR
Cassel Residence
INSTALLER NUMBER:1.877.404.4129
ROOF m m
VIV I
to
29 Warner St
MA LICENSE:MAHIC 170848
PL/'1N
Florence,MA 01062
DRAWN BY:LK S-4264152
Last Modified:6/9/2015
UTILITY ACCOUNT NUMBER:63209-53004
� .
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1 JUNCTION BOX ATTACHED TO
ARRAY USING ECO HARDWARE TO
KEEP JUNCTION BOX OFF ROOF N °m
�E22
1 1 �N01Z
7
LLU
N a
Cn PV SYSTEM SIZE:
5.460 kW DC
I I
105'OF 1"PVC CONDUIT I
FROM JUNCTION BOX TO ELEC PANEL
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ANSI METER LOCATION, Z
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SHEET
NAME:
I 21)Trina TSM-260 PD05.08 MODULES I W Z
— — — — — — — I SHEET
J NUMBER:
29 Warner St, Florence MA 01062 PV SYSTEM SITE PLAN °
SCALE: 3/32"= 1'-0" a
Page 2 of 2
B. Loading Criteria
10 PSF = Dead Load roofing/framing 40 PSF= Live Load (ground snow load)
5 PSF= Dead Load solar panels/mounting hardware
Total Dead Load=15 PSF
The above values are within acceptable limits of recognized industry standards for similar structures and in
accordance with the 2009 International Residential Code. Analysis performed of the existing roof structure utilizing
the above loading criteria indicates that the existing rafters will support the additional panel loading without
damage, if installed correctly.
C. Roof Structure Capacity
1. The photographs provided of the attic space and roof rafters show that the framing is in good
condition with no visible signs of damage caused by prior overstressing.
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc.
Installation Manual", which can be found on the Mounting System Inc. website (usa.mounting-
systems.info/en/solar-mounting-systems-company). If during solar panel installation, the roof
framing members appear unstable or deflect non-uniformly, our office should be notified before
proceeding with the installation.
2. The solar panels are 1 1/2"thick and mounted 4 1/2"off the roof for a total height off the existing roof
of 6". At no time will the panels be mounted higher that 6"above the existing plane of the roof.
3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the
National Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir
assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less
than the maximum allowable per connection and therefore is adequate. Based on the variable
factors for the existing roof framing and installation tolerances, using a thread depth of 2 1/2"with a
minimum size of 5/16" lag screw per attachment point for panel anchor mounts will be adequate
with a sufficient factor of safety.
4. Roof Sections (1 & 3): Considering the roof slopes, the size, spacing, condition of roof, the panel
supports shall be placed at and attached to no greater than every other roof rafter as panels are
installed perpendicular across rafters and no greater than the panel length when installed parallel
to the rafters (portrait). No panel supports spacing shall be greater than two (2) rafter spaces or
48"o/c, whichever is less.
5. Roof Section (2): Considering the roof slopes, the size, spacing, condition of roof, the panel
supports shall be placed at and attached to no greater than every fourth roof rafter as panels are
installed perpendicular across rafters and no greater than the panel length when installed parallel
to the rafters (portrait). No panel supports spacing shall be greater than four (4) rafter spaces or
64"o/c, whichever is less.
6. Panel supports connections shall be staggered to distribute load to adjacent rafters.
Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support
the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International
Residential Code, current industry standards and practice, and based on information supplied to us at the time of
this report.
Should you have any questions regarding the above or if you require further information do not hesitate to contact
me.
OF M,gs�C
ti
Ve truly yours, o� e
Air Q� y
0 50
Scott E. Wyssli PE 9 0 G TEP�
MA License No. 505 �FFSSIONA-
is 3301 North Thanksgiving Way, Suite 500
Structural Group P:(801)234 7050
Scott E. Wyssling, PE
Head of Structural Engineering scott.wysslingC@vivintsolar.com
June 10, 2015
Mr. Dan Rock, Project Manager
Vivint Solar
150 Padgette Street, Unit A
Chicopee, MA 01022
Re: Structural Engineering Services
Cassel Residence
29 Warner St, Florence MA
S-4264152
5.46 kW System
Dear Mr. Rock:
Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof
of the above referenced home:
1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site
information including size and spacing of rafters for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection details for
the solar panels. This information was prepared by the Design Group and will be utilized for
approval and construction of the proposed system.
3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar
system.
4. Photographs of the interior and exterior of the roof system identifying existing structural members
and their conditions.
Based on the above information we have evaluated the structural capacity of the existing roof system to support
the additional loads imposed by the solar panels and have the following comments related to our review and
evaluation:
Description of Residence:
The existing residence is typical wood framing construction with the roof system consisting of two attic section(s):
• Roof Sections 1 & 3 (Main House): Roof section is composed of 2x10 dimensional lumber at 24"
on center.
• Roof Section 2 (Main House): Roof section is composed of 2x8 dimensional lumber at 16" on
center with 2x4 collar ties every 16".
The attic space is unfinished and the photos indicate that there was free access to visually inspect the size and
condition of the roof rafters. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir#2 or
better with standard construction components. The existing roofing material consists of composite asphalt
shingles. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment
caused by overstressed underlying members.
Stability Evaluation:
A. Wind Uplift Loading
1. Refer to attached MSI calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings
and other Structures, wind speed of 90 mph based on Exposure Category "B" and 16, 36, & 45
degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure "B", Zone 3
per(ASCE/SE17-10).
2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the
dwelling.
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
1 Congress Street,Suite 100
Boston,MA 02114-2017
www mass.gov/dia
Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name(Business/Organization/individual): Vivint Solar Developer, LLC
Address:3301 North Thanksgiving Way,Suite 500
City/State/Zip:Lehi, UT 84043 Phone#:801-377-9111
Are you an employer?Check the appropriate box: Type of project(required):
1.T I am a employer with 214 4. ❑ I am a general contractor and I 6. ❑New construction
employees(full and/or part-time).* have hired the sub-contractors
2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have g, ❑Demolition
working for me in any capacity. employees and have workers' 9. ❑Building addition
[No workers' comp.insurance comp.insurance.t
required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions
] officers have exercised their 11. Plumbing repairs or additions
3.❑ I am a homeowner doing all work ❑ g
myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs
insurance required.]t c. 152,§1(4),and we have no 13.❑■ Other Solar Installation
employees. [No workers' -
comp.insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
$Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:Zurich American Insurance Company
Policy#or Self-ins. Li�c.#:WC 509601300 Expiration Date:1111//1/2015
Job Site Address-49 Li �I-J)CC r � City/State/Zip:
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct.
Signature lZ Date
11/4/2014
Phone#: 801-2296459
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
t
i
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder: John A Jalbert CS070940
License Number
150 Padgette St a ee MA 0 1022 03/25/2017
Addr 4 Expiration Date
413-331-0759
Si ure Telephone
$ Registered Home Improvement Contractor. Not Applicable ❑
V iyi„t Solar Deyeluyejr ohn A Talbert 170848
Company Name Registration Number
3301 N Thanksgiving Way#500 Lehi UT 84043 7/21/2015
Address Expiration Date
Telephone 413-331-0754
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(S))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes....... ❑ No...... ❑
11. - Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780 Sixth Edition Section 108.3.5.1.
Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm
structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you maybe liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteratlon(s) Roofing 0
Or Doors 13
Accessory Bldg. ❑ Demolition ❑ New Signs [01 Decks [p Siding[01 Other[0]
Brief Description of Proposed 1 ,�
Installation..of roof mounted hotovoltaic solar stem #of o ules /� {y;
ARe a ion existing bedroo Yeses I No A ding new bedroom--Yes Noe
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
Ga. If New house and or addition to existing housing.co Mete the following:
a. Use of building .One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached?
d Proposed Square footage of new construction. Dimensions
e. Number of stories?
f. Method of heating? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? Yes No.
I. Septic Tank City Sewer Private well_ City water Supply
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1 as Owner of the subject
property
hereby authorize
to act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
1, Vivint Solar Developer as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
Savina Cervone
Print N
cc)"?-t)c�- � C10�5
Signature of Owner/Agent Date
1
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size
Frontage
Setbacks Front
Side L: R: L: R:
Rear
Building Height
Bldg.Square Footage %
Open Space Footage %
(Lot area minus bldg&paved
parking)
#of Parking Spaces
Fill:
(volume&Location
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO Q DONT KNOW O YES O
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW 0 YES 0
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained O , Date Issued:
C. Do any signs exist on the property? YES O NO O
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO O
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES O NO O
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
i
Deparinent Use only
C t f Northampton Status of Permit:
Bu ng Department EUrbcut(ariveway k
21 Main Street Ave arA " .:
_1 oom 100 W WAV0lit Aver
@r�'�as pton, MA 01060
Electric,Plum�in9 Two Seta ofstcttirat
Not tharr�pto ,tlti 01 _ 87-1240 Fax 413-587-1272 P1o*I9 Ploft,
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Pro a Address:
This section to be completed by office
a Cl Garn er Map Lot Unit
F'/orence O lO�id'�
/ Zone Overlay District
Elm St District ca District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Name(Print) c y'! � 6-g /
Telephone
Signature
2.2 Authorized Agent:
Savina Cervone 150 Padgette St, Chicopee, MA 01022
Name(P' Current Mailing Address:
413-331-0769
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by ermit applicant
1. Building l (a)Building Permit Fee
2. Electrical (b)Estimated Total Cost of
Construction from 6
3, Plumbing Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection
6. Total= 0 +2+3+4+5) Check Number
This Section For Official Use Only
Building Permit Number Date
Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
File#BP-2015-1333
APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC
ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE01022(413)331-0769
PROPERTY LOCATION 29 WARNER ST
MAP 23D PARCEL 087 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: INSTALL ROOF MOUNTED 5.46 KW SOLAR ARRAY
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building-Plans Included:
Owner/Statement or License 070940
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFQ�MATION PRESENTED:
✓Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demoliti Delaw
< ���s
Sign of Buil mg 1cial Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of
Planning&Development for more information.
29 WARNER ST BP-2015-1333
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:23D-087 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Buildinq DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: SOLAR PANELS BUILDING PERMIT
Permit# BP-2015-1333
Project# JS-2015-002435
Est.Cost: $27300.00
Fee: $168.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: VIVINT SOLAR DEVELOPER LLC 070940
Lot Size(sq. ft.): 49658.40 Owner: CILMAN ROBERT&SUSAN P CASSEL
Zoning: URB(100)/ Applicant: VIVINT SOLAR DEVELOPER LLC
AT. 29 WARNER ST
Applicant Address: Phone: Insurance:
150 PADGETTE ST UNIT B (413)331-0769 WC
CHICOPEEMA01022 ISSUED ON.612212015 0:00:00
TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 5.46 KW SOLAR
ARRAY
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House# Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType: Date Paid: Amount:
Building 6/22/2015 0:00:00 $168.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner