HomeMy WebLinkAboutBuilding Permit #927 - 460 STEVENS STREET 6/19/2014TOWN OF NORTH ANDOVER
�APPLICATION FOR PLAN EXAMINATIOI)I
Permit NO: Date Received
Date Issued:
TANT: Applicant must complete all items on this
LOCATION aLNQ ns
Print
R
'PROPERTY OWNE
Print 100 Year Old -structure yes, rnno
MAP NO: PARCELMO'7 ZONING DISTRICT: Historic District ye no
Machine Shop Village ye, no
TYPE OF IMPROVEMENT,
PROPOSED USE
Residential
Non- Residential
New Building
-ff15n_e family
49 -Addition
11 Two or more family
11 Industrial
El Alteration
No. of units:
0 Commercial
0 Repair, replacement
11 Assessory Bldg
11 Others:
0 Demolition
El Other
El Septic El Well
11 Floodplain El Wetlands
0 Watershed District
0 Water/Sewer
DESCRIPTION OF VVOKK T(J b1-_ FhK1-UKMt:U:
(3k Mot Mal ac))
ry)
or Print Clearly)
OWNER: Name:
Address:
CONTRACTOR Name: sYMS Q10-rU2010 Phone:
Address:W NO(MPAC &A L�2A,D A�V)
Supervisor's Construction License: �5
Exp. Date:
Home Improvement License:
ARCH ITECT/ENG I NEER.
Address:
9,061,101M
-I (p,2H 1-e , -Exp. Date: 1/5711CA0
Phone:
Reg. No
FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED�$125.00 PER S.F.
30
Tota roject Cost: $ -A
�.00 FEE: $
Check No.: o Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to the guara6tyfund
ature of contraCL
adw
nature,of Aqent/Owi�6
Plans Submitted Lj aived D Certified Plot Plan Stambpd Plans
Submitted .Certified Plot Plan Stamped Plans F1
-TWTR--0F SEWERAGEDISROSAL
Public Sewer
Tanning/Massage/Body Art
Swinirning Pools
Wel . I
Tobacco Sales
Food Pack�ging/Sales El
Private,(SePtiC tank -etc.-
Pdrimandht Dumps ter or�,Site
THE -f OLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMEN T
COMMENTS
REJECTED
F1
DATEAPPROVED
F1
-CONSERVATION Reviewed on Si6nature
COMMENTS
HEALTH Reviewed on Signature
COMMENTS
44
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes_,
Planning Board Decision:
Comme
Conservation Decision: Comments
Water & Sewer Connection/Si
_qnature & Aate Driveway Permit
,e DPW Toiv;� Engineer: Signature:
Located 384
FIRE 13tPA'ATMENT Temp Durripster on site yes no
Locatedbt'U4 Mair
,--Fire Ddpiftiheii-t-siignaitij-iwe/date�,'�-
COMMEN,fS
ood Strppt
-Dimension
Number of Stories:
Total square feet of floor area, based on Exterior dimensions.
ELECTRICAL: Movement -of Meter location, rriist-or service drop requires approval of
Electrical Inspector Yes --.-.-No
DANGER ZONE LITERATURE: Yes No
MGL-Ch*apter 166. Section 21A —.F and. G min.$100--$l 000 fine
NOTES and DATA - (For department use)
LI Notified for pickup - Date
Doe.Building Permit Revised 20 10
Building Department
—The foLlowing ig:'af-:Iistof..tho:tequired,forms to be.filled out for: the.. appropfiate. permit to bo obtained.
Roofirg, Siding, Interior Rehabilitation Permits
Q.:� B,.Ijilding Permit Application
Li Workers Comp Affidavit
a Photo Copy Of H.I.C. And/Or- C. S. -L: Licenses
u Copy of Contract
u Floor Plan Or Proposed Interior Work
Li Engineering Affidavits for Engineered products
NOTE: All dumpster. permits require sign off from Fire, Department prior to issuance of Bldg Permit
Addition Or Decks
L3 Building Permit Application
Li Certified Surveyed Plot Plan
• Workers Comp Affidavit
• Photo Copy of H.I.C. And C.S.L. Licenses
• Copy Of Contract
• Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
• Mass check Energy Compliance Report (if Applicable)
• Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
o Building Permit Application
Li Certified Proposed Plot Plan
• Photo of H.I.C. And C.S.L. Licenses
• Workers Comp Affidavit
• Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (if Applicable)
• Copy of Contract
• Mass check Energy Compliance Report
• Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
In all cfisi�s if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the apw�al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
must be subm-fted with the building application
Doc: Doc.Bui),ffing Permit Revised 2012
C,
CA
4
rs
LLJ
3:
LL
0
cc
<
0
ca
(U
,u
0
0
U
E
(V
CL
a)
V)
0
F-
Ln
z
z
a
co
.2
m
c
0
LL
0
Q)
E
76
0
u
LLI
M
fA
z
z
co
CL
bz
:3
0
-�-o
cl:
0
F-
z
u
-i
LU
bo
:3
0
U
5
ai
U)
iz
wo
0
uj
CL
(A
z
(A
<
to
=)
0
LL
z
LLI
F -
w
<
CL
LU
a
LU
5
LL
co
z
(U
w
Ul
w
III
am
0
U
LU
CL
Z
U)
U)
z
0 Cl)
E
CL
C/)
uj
0
> U)
z
x
LLI 0
Cl)
U)
CLOO LLJ
w -j
CL Z
0
Z
0
r-
0
0
E
0
0
z CL
0
Co
0--
E
0
" 0
a.
CD
0 CL
OM r
0-0
z 'wo
0 CL
U)
CL
W
B
0
.0
.2 .
'a
CL
0
0
E ED-
jr 0
0 0
E m
0.—
C40 0 z
CA
CL m
—j
>,
>
0
C a) >
cn
..—
--a 0
0
m
S
cn
E o
CD 0
CL
c 0
.0
>
0
CL
CL
m 0
tm
0 a
3:
0
co
w .2
m t= -*-
LU
2
-a 0 0
P:
:E .2
LU E
0-0
Cl) CL
(D U)
U)
EE
-0 04-- r -
o " c 0
1--
4. CL 0 C-)
0
U
LU
CL
Z
U)
U)
z
0 Cl)
E
CL
C/)
uj
0
> U)
z
x
LLI 0
Cl)
U)
CLOO LLJ
w -j
CL Z
0
Z
0
r-
0
0
E
0
0
z CL
0
Co
0--
E
0
" 0
a.
CD
0 CL
OM r
0-0
z 'wo
0 CL
U)
CL
W
B
www.wass.govldia
'Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant. Information Please PrinLLegibl
I
Name (Business/OrganizationAndividual): Vivint Solar Developer, LLC
Address: 4931 North 300 West
City/State/Zlp - Pro,io, UT 84604
Phone #: 801-704-9389
Are you in employer? Check the appropriate box:
I - I am a employer with 10 4. El I am a general contractor and I
emp loyees (full and/or part-time).* have hired the sub -contractors
2. 1 am a sole proprietor or partner- listed on the attached sheet.
ship and have no employees These slib-contractors have
working for me in any capacity. employees and have workers'
[No workers' comp. insurance
required.]
I am a homeowner doing all work
3. F
myself [No workers' comp.
insurance requi . red.] "
comp. insurance.-�
5. F-1 We are a corporation and its
officers have exercised their
right of exemption per MGL
c. 152, § 1(4), and we have no
employees- [No workers'
comp. insurance required.]
Type of project (required):
6. New construction
7. Remodeling
8- Demolition
9. Building addition
10 Electrical repairs or additions
I I F1 Plumbing repairs or additions
12.M Roof repairs
13. 0 Other
*Any applicant that checks broxfl- mustalso-fi""crat thesectlorrbelo-,V sho-ingtheir workers' conTensationpaticyinformatiorr-
I
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-coatractors have employees, they must provide their workers' comp. policy number -
I am an employer that isproviding worters'compensatioa insu?ancefor my employees. Below is thepolicy andjob site
information -
Insurance Company Name.- New Hampshire Insurance Comany
Policy # or Self -ins. Lic. #: 029342228
Expiration Date: 11 -01-14
Job Site Address: (0 C)
City/State/Zip: andwv no ,�Lm
Attach a copy of the workers' compensation policy declaration page (showing the policy nu'mber and expiration d2te).
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 imprisoriment, 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 statem ent may be forwarded to the Office of
Investigations of the DIA for 'insurance coverage verification.
1 do hereby ce�p)� under.th-s paim andpenafties ofperjury that the information provided above is true and correct.
_e_ , v /1 -,,Y- �
Phone#: 801-704-93J89
Official use only. Do not write in this area, to be completed by city or town official.
City or Town:
Permoit/License #
r.a=�
Issuing Authority (circle one):
L Board of Health 2. Building Department 3. City/To n Clerk 4 Eleadcall Me 4- a po
6. Other
Contact Person:
Phone#:
113— OR - um ng inspector
Vivint Solar - PV Solar Rooftop System Permit Submittal
1. Proiect Information
Project Name: Brendan Foster
Project Address: 460 Stevens St, North Andover MA
A. System Description:
The array consists of a 6.375 kW DC roof -mounted Photovoltaic power system operating in parallel with the utility grid. There are (25)
255 -watt modules and (25) 215 -watt rr�cro-inverters, mounted on the back of each PV module. The array includes (2) PV circuit(s). The
array is mounted to the roof using the engineered racking solution from Zep Solar.
B. Site Design Temperature: (From Lawrence MUNI weather station)
Average low temperature: -24.3 OC (A 1.74 'F)
Average high temperature: 37.6 OC (99.68 'F)
C. Minimum Design Loads:
Ground Snow Load: 50 psf (State Board BR&S)
Design Wind Speed: 100 mph (State Board BR&S)
2. Structural Review of PV Array Mounting System:
A. System Description:
1. Roof type: Comp. Shingle
2. Method and type of weatherproofing roof penetrations: Flashing
B. Mounting System Information:
1. Mounting system is an engineered product designed to mount PV modules
2. For manufactured mounting systems, following information applies:
a. Mounting System Manufacturer: Zep Solar
b. Product Name: ZS COME)
c. Total Weight of PV Modules and mounting hardware:
d. Total number of attachment points:
e. Weight per attachment point:
f. Maximum spacing between attachment points:
g. Total surface area of PV array:
h. Array pounds per square foot:
i. Distributed weight of PV array on roof sections:
-Roof section 1:
(4) modules, (13) attachments
-Roof section 2:
(9) modules, (17) attachments
-Roof section 3:
(2) modules, (6) attachments
-Roof section 4:
(8) modules, (24) attachments
-Roof section 5:
(2) modules, (8) attachments
1175 lbs
68
17.27 lbs/square foot
* See attached engineering calcs
440.25 square feet
2.66 lbs/square foot
14.46 pounds per square foot
24.88 pounds per square foot
15,66 pounds per square foot
15.66 pounds per square foot
11.75 pounds per square foot
3. Electrical Components:
A. Module (UL 1703 Listed) Qty
Trina TSM 255-PA05.18 25 modules
Module Specs
Pmax - nominal maximum power at STC - 255 watts
Vmp - rated voltage at maximum power - 30.5 volts
Voc - rated open -circuit voltage - 37.7 volts
Imp - rated current at maximum power - 8.36 amps
Ise - rate short circuit current - 8.92 amps
B. Inverter (UL 1741 listed)
Qty
Enphase M215-60-2LL-S22
25 inverters
Inverter Specs
1. Input Data (DC in)
Recommended input power PC)
- 260 watts
Max. input DC Voltage
- 45 volts
Peak power tracking voltage
- 22V - 36V
Min./Max. start voltage
- 22V/45V
Max. DC short circuit current
- 15 amps
Max. input current
- 10.5 amps
2. Output Data (AC Out)
Max. output power
- 215 watts
Nominal output current
- 0.9 amps
Nominal voltage
- 240 volts
Max. units per PV circuit
- 17 micro -inverters
Max. OCPD rating
- 20 amp circuit breaker
C. System Configuration
Number of PV circuits 2
PV circuit 1 - 15 modules /inverters (20) amp breaker
PV circuit 2 - 10 modules /inverters (15) amp breaker
CH4
D. Electrical Calculations
1. PV Circuit current
PV circuit nominal current 13.5 amps
Continuous current adjustment factor 125% 2011 NEC Article 705.60(B)
PV circuit continuous current rating 16.875 amps
2. Overcurrent protection device rating
PV circuit continuous current rating 16.875 amps
Next standard size fuse/breaket to protect conductors 20 amp breaker
Use 20 amp AC rated fuse or breaker
3. Conductor conditions of use adjustment (conductor ampacity derate)
a. Temperature adder
Average high temperature 37.6 OC (99.68 -F)
Conduit is installed V above the roof surface Add 22 'C to ambient
Adjusted maximum ambient temperature 59.6 OC (139.28-F)
b. PV Circuit current adjustment for new ambient temperature
Derate factor for 59.6 'C (139.28-F) 71%
Adjusted PV circuit continuous current 23.7 amps
c. PV Circuit current adjustment for conduit fill
Number of current -carrying conductors 6 conductors
Conduit fill derate factor 80%
Final Adjusted PV circuit continuous current 29.7 amps
Total derated ampacity for PV circuit
29.7 amps
Conductors (tag2 on 1 -line) must be rated for a minimum of 29.7 amps
THWN-2 (90 'C) #12AWG conductor is rated for 30 amps (Use #12AWG or larger)
4. Voltage drop (keep below 3% total)
2 l2arts:
1. Voltage drop across longest PV circuit micro -inverters (from modules to j -box)
2. Voltage drop across AC conductors (from j -box to point of interconnection)
1. Mirco-inverter voltage drop:
The largest number of micro -inverters in a row in the entire array is 9 inCircuit 1. According to
manufacturer's specifications this equals a voltage drop of 0.39 %.
2. AC conductor voltage drop:
=IxRxD (—.' 240 x 100 to convert to percent)
(Nominal current of largest circuit) x (Resistance of #12AWG copper) x (Total wire run)
2011 NEC Table 310,15(B) (3) (c)
2011 NEC Table 310.15(B)(2)(a)
2011 NEC Table 310.15 (B) (3) (a)
2011 NEC Table 310.15(B)(16)
0.39%
Total system voltage drop: #
VMEM�. 53 C, CA,-
9-
Zep Sotar
3102452
Project Contact Information
Name:
Email:
Phone:
System Details
Module Manufacturer: Trina Solar
PV Module Model: TSM-250-PA05.18
Quantity of PV Modules: 4
Array Size (kW): 1.000
Engineering Calculations
Street Address: 460 Stevens St
Suite/PO#:
City, State, Zip: North Andover,
Massachusetts 01845
Country: United States
Mounting System Manufacturer: Zep Solar
Mounting System Type: ZS Comp
Roof type: Composition Shingle
Attachment Type: Comp Mount, Type C
Module -level electronics: Enphase Energy
- M215 -Z
Zep Solar, Inc. www.zepsolar.com 13102452 12014-05-02 19:39 UTC Page I of 4
9-
ZepSoLar
Design Variables
Engineering Calculations
Description (Symbol)
Value
Unit
Module Orientation
Landscape
Module Weight
44.8
lbs
Average Roof Height (h)
25.0
ft
Least Horizontal Dimension Ohd)
25.0
ft
Edge and Corner Dimension "a"
3.0
ft
Roof Slope (e)
35.0
deg
Rafterrrruss spacing
16.0
in
Rafter[Truss dimension
Min. nominal
framing member
depth of 4"
Basic Wind Speed (V)
110
mph
Exposure Category
B
Ground Snow Load (Pg)
50
psf
Risk Category
11
Topographic Factor (Kt)
1.0
Thermal Factor for Snow Load (CO
1.2
Exposure Factor for Snow Load (Cj
0.9
Effective Wind Area
10
ft2
Zep Solar, Inc. www.zepsolar.com 13102452 12014-05-02 19:39 UTC Page 2 of 4
K
ZepSolar
Engineering Calculations
Snow Load Calculations
Using calculation procedure of ASCE 7-10 Chapter 7
Description (Symbol)
Interior
Edge
Corner
Unit
Flat Roof Snow Load (Pf)
37.8
37.8
37.8
psf
Slope Factor (CJ
0.6
0.6
0.6
1 psf
Roof Snow Load
24.1
24.1
24.1
psf
Wind Pressure Calculations
Using simplified procedure of ASCE 7-10 Chapter 27
Description (Symbol)
Interior
Edge
Corner
Unit
Net Design Wind Pressure Uplift (Pn,t30_,,)
-21.8
-25.5
-25.5
psf
Net Design Wind Pressure clownforce (Pnet30_down)
19.9
19.9
19.9
1 psf
Adjustment Factor for Height and Exposure
Category (A)
1.0
1.0
1.0
psf
Design Wind Pressure uplift (Wup)
-21.8
1 -25.5
-25.5
psf
Design Wind Pressure downforce (Wd,wn)
19.9
1 19.9
19.9
psf
ASD Load Combinations
Using calculation procedure of ASCE 7-10 Section 2.4
Description (Symbol)
Interior
Edge
Corner
Unit
Dead Load (D)
2.5
2.5
2.5
psf
Snow Load (S)
19.7
19.7
19.7
1 psf
Load Combination 1 (D+0.75*(0.6*Wd,wn)+0.75*S)
23.1
23.1
23.1
psf
Load Combination 2 (D+0.6*Wd,wn)
14.0
14.0
14.0
psf
Load Combination 3 (D+S)
18.2
18.2
18.2
psf
Uplift Design Load (0.6*D+0.6*W,P)
-11.8
- 14.0
-14.0
psf
Maximum Absolute Design Load (P,,b,)
23.1 --
F23. 1
23.1
psf
Zep Solar, Inc. www.zepsolar.com 13102452 12014-05-02 19:39 UTC Page 3 of 4
9-
ZepSotar
Spacing Calculations
Engineering Calculations
Description (Symbol)
Interior
Edge
Corner
Unit
Max allowable spacing between attachments
72.0
72.0
72.0
in
User selected spacing between attachments given
a rafter/truss spacing of 16.0 in
32.0
64.0
64.0
in
Max cantilever from attachments to perimeter of
PV array
24.0
24.0
24.0
in
Distributed and Point Load Calculations
In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)
Description (Symbol)
Value
Unit
Weight of Modules
179.2
lbs
Weight of Mounting System
29.02
lbs
Total System Weight
208.22
lbs
Total Array Area
70.45
ft2
Distributed Weight
2.96
psf
Total Number of Attachments
13
Weight per Attachment Point
16.02
psf
Zep Solar, Inc. www.zepsolar.com 13102452 12014-05-02 19:39 UTC Page 4 of 4
91
ZepSolar
3102452 Copy
Project Contact Information
Name:
Email:
Phone:
System Details
Module Manufacturer: Trina Solar
PV Module Model: TSM-250-PA05.18
Quantity of PV Modules: 9
Array Size (kW): 2.250
Engineering Calculations
Street Address: 460 Stevens St
Suite/PO#:
City, State, Zip: North Andover,
Massachusetts 01845
Country: United States
Mounting System Manufacturer: Zep Solar
Mounting System Type: ZS Comp
Roof type: Composition Shingle
Attachment Type: Comp Mount, Type C
Module -level electronics: Enphase Energy
- M215 -Z
Zep Solar, Inc. www.zepsolar.com 13102452 Copy 12014-05-02 19:41 UTC Page 1 of 4
91
ZepSolar
Design Variables
Engineering Calculations
Description (Symbol)
Value
Unit
Module Orientation
Landscape
Module Weight
44.8
lbs
Average Roof Height (h)
25.0
ft
Least Horizontal Dimension (Ihd)
25.0
ft
Edge and Corner Dimension "a"
3.0
ft
Roof Slope (0)
32.0
deg
RafterfTruss spacing
16.0
in
Rafter/Truss dimension
Min. nominal
framing member
depth of 4"
Basic Wind Speed (V)
110
mph
Exposure Category
B
Ground Snow Load (Pg)
50
psf
Risk Category
11
Topographic Factor (K,t)
1.0
Thermal Factor for Snow Load (Ct)
1.2
Exposure Factor for Snow Load (Ce)
0.9
Effective Wind Area
10
ft2
Zep Solar, Inc. www.zepsolar.com 13102452 Copy 12014-05-02 19:41 UTC Page 2 of 4
9-
ZepSolar
Snow Load Calculations
Using calculation procedure of ASCE 7-10 Chapter 7
Engineering Calculations
Description (Symbol)
Interior
Edge
Corner
Unit
Flat Roof Snow Load (Pf)
37.8
37.8
37.8
psf
Slope Factor (Cs)
0.7
0.7
0.7
psf
Roof Snow Load
1 26.1
1 26.1
1 26.1
psf
Wind Pressure Calculations
Using simplified procedure of ASCE 7-10 Chapter 27
Description (Symbol)
Interior
Edge
Corner
Unit
Net Design Wind Pressure Uplift (Pn,130 p)
-21.8
-25.5
-25.5
psf
Net Design Wind Pressure downforce (PneOO-down)
19.9
19.9
19.9
psf
Adjustment Factor for Height and Exposure
Category (A)
1.0
1.0
1.0
I
Design Wind Pressure uplift (W,,p)
-21.8
-25.5
-25.5
psf
Design Wind Pressure downforce (Wdow,)
19.9
19.9
19.9
psf
ASD Load Combinations
Using calculation procedure of ASCE 7-10 Section 2.4
Description (Symbol)
Interior
Edge
Corner
Unit
Dead Load (D)
2.5
2.5
2.5
psf
Snow Load (S)
22.1
22.1
22.1
psf
Load Combination 1 (D+0.75*(0.6*Wd,wn)+0.75*S)
25.2
25.2
25.2
psf
Load Combination 2 (D+0.6*Wd,w,)
14.1
14.1
14.1
psf
Load Combination 3 (D+S)
20.9
20.9
20.9
psf
Uplift Design Load (0.6*D+0.6*W,p)
-11.8
-14.0
-14.0
psf
Maximum Absolute Design Load (Pik)J
1 25.2
25.2
1 25.2
psf
Zep Solar, Inc. www.zepsolar.com 13102452 Copy 12014-05-02 19:41 UTC Page 3 of 4
91
ZepSoLar
Spacing Calculations
Engineering Calculations
Description (Symbol)
Interior
Edge
Corner
Unit
Max allowable spacing between attachments
72.0
72.0
72.0
in
User selected spacing between attachments given
a rafter/truss spacing of 16.0 in
64.0
64.0
64.0
in
Max cantilever from attachments to perimeter of
PV array
24.0
24.0
24.0
in
Distributed and Point Load Calculations
In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)
Description (Symbol)
Value
Unit
Weight of Modules
403.2
lbs
Weight of Mounting System
40.23
lbs
Total System Weight
443.43
lbs
Total Array Area
158.52
ft2
Distributed Weight
2.8
psf
Total Number of Attachments
17
Weight per Attachment Point
26.08
psf
Zep Solar, Inc. www.zepsolar.com 13102452 Copy 12014-05-02 19:41 UTC Page 4 of 4
91
ZepSolar
3102452 Copy Copy
Project Designer
Name: Ryan Salmon
Email: rsalmon@vivintsolar.com
Phone:
Customer Information
Name:
Email:
Phone:
System Details
Module Manufacturer: Trina Solar
PV Module Model: TSM-250-PA05.18
Quantity of PV Modules: 2
Array Size (kW): 0.500
Engineering Calculations
Street Address:
Suite/PO#:
City, State, Zip: 84604
Country: United States
Street Address: 460 Stevens St
Suite/PO#:
City, State, Zip: North Andover,
Massachusetts 01845
Country: United States
Mounting System Manufacturer: Zep Solar
Mounting System Type: ZS Comp
Roof type: Composition Shingle
Attachment Type: Comp Mount, Type C
Module -level electronics: Enphase Energy
- M215 -Z
Zep Solar, LLC. www.zepsolar.com 12014-05-14 22:24 UTC Page I of 4
91
Zep Solar
Design Variables
Engineering Calculations
Description (Symbol)
Value
Unit
Module Orientation
Portrait
Module Weight
44.8
lbs
Average Roof Height (h)
25.0
ft
Least Horizontal Dimension Ohd)
25.0
ft
Edge and Corner Dimension "a"
3.0
ft
Roof Slope (0)
26.0
deg
Rafter/Truss spacing
16.0
in
Rafter/Truss dimension
Min. nominal
framing member
depth of 4"
Basic Wind Speed (V)
110
mph
Exposure Category
B
Ground Snow Load (Pg)
50
psf
Risk Category
11
Topographic Factor (K,t)
1.0
Thermal Factor for Snow Load (Q
1.2
Exposure Factor for Snow Load (Cj
0.9
Effective Wind Area
10
ft2
Zep Solar, LLC. www.zepsolar.com 12014-05-14 22:24 LITC Page 2 of 4
91
ZepSolar
Engineering Calculations
Snow Load Calculations
Using calculation procedure of ASCE 7-10 Chapter 7
Description (Symbol)
Interior
Edge
Corner
Unit
Flat Roof Snow Load (Pf)
37.8
37.8
37.8
psf
Slope Factor (CJ
0.8
0.8
0.8
psf
Roof Snow Load
30.2
30.2
30.2
psf
Wind Pressure Calculations
Using simplified procedure of ASCE 7-10 Chapter 27
Description (Symbol)
Interior
Edge
Corner
Unit
Net Design Wind Pressure Uplift (Pnet30_,,p)
-19.9
-34.7
-51.3
psf
Net Design Wind Pressure downforce (Pnet30_down)
12.5
12.5
12.5
psf
Adjustment Factor for Height and Exposure
Category (A)
1.0
1.0
1.0
psf
Design Wind Pressure uplift (W,,,)
-19.9
1-34.7
-51.3
psf
Design Wind Pressure downforce (Wd,,,)
16.0
1 16.0
16.0
psf
ASD Load Combinations
Using calculation procedure of ASCE 7-10 Section 2.4
Description (Symbol)
Interior
Edge
Corner
Unit
Dead Load (D)
2.5
2.5
2.5
psf
Snow Load (S)
27.2
27.2
27.2
psf
Load Combination 1 (D+0.75*(0.6*Wd,w,)+0.75*S)
27.8
27.8
27.8
psf
Load Combination 2 (D+0.6*Wd,wn)
11.9
11.9
11.9
psf
Load Combination 3 (D+S)
26.7
26.7
26.7
psf
Uplift Design Load (0.6*D+0.6*Wup)
-10.6
- 19.4
-29.4
psf
Maximum Absolute Design Load (P,k,,)
27.8 --r27.8
27.8
psf
Zep Solar, LLC. www.zepsolar.com 12014-05-14 22:24 UTC Page 3 of 4
91
ZepSolar
Spacing Calculations
Engineering Calculations
Description (Symbol)
interior
Edge
Corner
Unit
Max allowable spacing between attachments
49.0
49.0
49.0
in
User selected spacing between attachments given
a rafter/truss spacing of 16.0 in
32.0
48.0
48.0
in
Max cantilever from attachments to perimeter of
PV array
16.0
16.0
16.0
in
Distributed and Point Load Calculations
In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)
Description (Symbol)
Value
Unit
Weight of Modules
89.6
lbs
Weight of Mounting System
12.88
lbs
Total System Weight
102.48
lbs
Total Array Area
35.23
ft2
Distributed Weight
2.91
psf
Total Number of Attachments
6
Weight per Attachment Point
17.08
psf
Zep Solar, LLC. www.zepsolar.com 12014-05-14 22:24 UTC Page 4 of 4
91
ZepSolar
3102452 Copy Copy Copy
Project Contact Information
Name:
Email:
Phone:
System Details
Module Manufacturer: Trina Solar
PV Module Model: TSM-250-PA05.18
Quantity of PV Modules: 8
Array Size (kW): 2.000
Engineering Calculations
Street Address: 460 Stevens St
Suite/PO#:
City, State, Zip: North Andover,
Massachusetts 01845
Country: United States
Mounting System Manufacturer: Zep Solar
Mounting System Type: ZS Comp
Roof type: Composition Shingle
Attachment Type: Comp Mount, Type C
Module -level electronics: Enphase Energy
- M215 -Z
Zep Solar, Inc. www.zepsolar.com 13102452 Copy Copy Copy 12014-05-02 19:45 UTC Page I of 4
N-
Zep Solar
Design Variables
Engineering Calculations
Description (Symbol)
Value
Unit
Module Orientation
Landscape
Module Weight
44.8
lbs
Average Roof Height (h)
25.0
ft
Least Horizontal Dimension Ohd)
25.0
ft
Edge and Corner Dimension "a"
3.0
ft
Roof Slope (6)
27.0
deg
Rafter,rrruss spacing
16.0
in
Rafter/Truss dimension
Min. nominal
framing member
depth of 4"
Basic Wind Speed (V)
110
mph
Exposure Category
B
Ground Snow Load (Pg)
50
psf
Risk Category
11
Topographic Factor (Kt)
1.0
Thermal Factor for Snow Load (Ct)
1.2
Exposure Factor for Snow Load (Ce)
0.9
Effective Wind Area
10
ft2
Zep Solar, Inc. www.zepsolar.com 13102452 Copy Copy Copy 12014-05-02 19:45 UTC Page 2 of 4
9-
ZepSolar
Engineering Calculations
Snow Load Calculations
Using calculation procedure of ASCE 7-10 Chapter 7
Description (Symbol)
Interior
Edge
Corner
Unit
Flat Roof Snow Load (Pf)
37.8
37.8
37.8
psf
Slope Factor (Cs)
0.8
0.8
0.8
psf
Roof Snow Load 1
29.6
1 29.6
1 29.6
1 psf
Wind Pressure Calculations
Using simplified procedure of ASCE 7-10 Chapter 27
Description (Symbol)
Interior
Edge
Corner
Unit
Net Design Wind Pressure Uplift (P,eBO-up)
-19.9
-34.7
-51.3
psf
Net Design Wind Pressure downforce (P,1130_down)
12.5
12.5
12.5
psf
Adjustment Factor for Height and Exposure
Category (,N)
1.0
1.0
1.0
psf
Design Wind Pressure uplift (Wup)
-19.9
1-34.7
-51.3
psf
Design Wind Pressure downforce (Wd,w,)
16.0
1 16.0
16.0
psf
ASID Load Combinations
Using calculation procedure of ASCE 7-10 Section 2.4
Description (Symbol)
Interior
Edge
Corner
Unit
Dead Load (D)
2.5
2.5
2.5
psf
Snow Load (S)
26.3
26.3
26.3
1 psf
Load Combination 1 (D+0.75*(0.6*Wdown)+0.75*S)
27.1
27.1
27.1
psf
Load Combination 2 (D+0.6*Wdown)
11.9
11.9
11.9
psf
Load Combination 3 (D+S)
25.7
25.7
25.7
1 psf
Uplift Design Load (0.6*D+0.6*W,p)
-10.6
-19.5
-29.4
psf
Maximum Absolute Design Load (Pbs)
27.1
27.1
sf
Zep Solar, Inc. www.zepsolar.com 13102452 Copy Copy Copy 12014-05-02 19:45 UTC Page 3 of 4
91
ZepSolar
Spacing Calculations
Engineering Calculations
Description (Symbol)
Interior
Edge
Corner
Unit
Max allowable spacing between attachments
72.0
72.0
72.0
in
User selected spacing between attachments given
a rafter/truss spacing of 16.0 in
32.0
64.0
64.0
in
Max cantilever from attachments to perimeter of
PV array
24.0
24.0
24.0
in
Distributed and Point Load Calculations
In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)
Description (Symbol)
Value
Unit
Weight of Modules
358.4
lbs
Weight of Mounting System
52.42
lbs
Total System Weight
410.82
lbs
Total Array Area
140.91
ft2
Distributed Weight
2.92
psf
Total Number of Attachments
24
Weight per Attachment Point
17.12
psf
Zep Solar, Inc. www.zepsolar.com 13102452 Copy Copy Copy 12014-05-02 19:45 UTC Page 4 of 4
9-
ZepSolar
3102452 Copy Copy Copy Copy
Project Contact Information
Name:
Email:
Phone:
System Details
Module Manufacturer: Trina Solar
PV Module Model: TSM-250-PA05.18
Quantity of PV Modules: 2
Array Size (kW): 0.500
Engineering Calculations
Street Address: 460 Stevens St
Suite/PO#:
City, State, Zip: North Andover,
Massachusetts 01845
Country: United States
Mounting System Manufacturer: Zep Solar
Mounting System Type: ZS Comp
Roof type: Composition Shingle
Attachment Type: Comp Mount, Type C
Module -level electronics: Enphase Energy
- M215 -Z
Zep Solar, Inc. www.zepsolar.com 13102452 Copy Copy Copy Copy 12014-05-02 19:47 LITC Page 1 of 4
9-
ZepSolar
Design Variables
Engineering Calculations
Description (Symbol)
Value
Unit
Module Orientation
Landscape
Module Weight
44.8
lbs
Average Roof Height (h)
25.0
ft
Least Horizontal Dimension Ohd)
25.0
ft
Edge and Corner Dimension "a"
3.0
ft
Roof Slope (6)
27.0
deg
Rafter[Truss spacing
16.0
in
RafterfTruss dimension
Min. nominal
framing member
depth of 4"
Basic Wind Speed (V)
110
mph
Exposure Category
B
Ground Snow Load (13g)
50
psf
Risk Category
11
Topographic Factor (Kz,)
1.0
Thermal Factor for Snow Load (Ct)
1.2
Exposure Factor for Snow Load (C,,)
0.9
Effective Wind Area
10
ft2
Zep Solar, Inc. www.zepsolar.com 13102452 Copy Copy Copy Copy 12014-05-02 19:47 UTC Page 2 of 4
Engineering Calculations
Snow Load Calculations
Using calculation procedure of ASCE 7-10 Chapter 7
Description (Symbol)
Interior
Edge
Corner
I Unit
Flat Roof Snow Load (Pf)
37.8
37.8
37.8
psf
Slope Factor (CJ
0.8
0.8
0.8
H
]
psf
Roof Snow Load
29.6
129.6
9
29.6
psf
Wind Pressure Calculations
Using simplified procedure of ASCE 7-10 Chapter 27
Description (Symbol)
Interior
Edge
Corner
Unit
Net Design Wind Pressure Uplift (Pn,UO-up)
-19.9
-34.7
-51.3
psf
Net Design Wind Pressure downforce (Pnet30_down)
12.5
12.5
12.5
psf
Adjustment Factor for Height and Exposure
Category (A)
1.0
1.0
1.0
psf
Design Wind Pressure uplift (W,,p)
-19.9
1-34.7
-51.3
psf
Design Wind Pressure clownforce (Wd,wn)
16.0 -F16.0
25.7
16.0
psf
ASD Load Combinations
Using calculation procedure of ASCE 7-10 Section 2.4
Description (Symbol)
Interior
Edge
Corner
Unit
Dead Load (D)
2.5
2.5
2.5
psf
Snow Load (S)
26.3
26.3
26.3
1 psf
Load Combination 1 (D+0.75*(0.6*Wd,,,,)+0.75*S)
27.1
27.1
27.1
psf
Load Combination 2 (D+0.6*Wd,,,n)
11.9
11.9
11.9
psf
Load Combination 3 (D+S)
25.7
25.7
25.7
psf
Uplift Design Load (0.6*D+0.6*W,,p)
-10.6
-19.5
-29.4
psf
Maximum Absolute Design Load (PabJ
27.1
27.1
27.1
psf
Zep Solar, Inc. www.zepsolar.com 13102452 Copy Copy Copy Copy 12014-05-02 19:47 UTC Page 3 of 4
Spacing Calculations
Engineering Calculations
Description (Symbol)
Interior
Edge
Corner
Unit
Max allowable spacing between attachments
72.0
72.0
72.0
in
User selected spacing between attachments given
a rafter/truss spacing of 16.0 in
32.0
64.0
64.0
in
Max cantilever from attachments to perimeter of
PV array
24.0
24.0
24.0
in
Distributed and Point Load Calculations
In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)
Description (Symbol)
Value
Unit
Weight of Modules
89.6
lbs
Weight of Mounting System
16.92
lbs
Total System Weight
106.52
lbs
Total Array Area
35.23
ft2
Distributed Weight
3.02
psf
Total Number of Attachments
8
Weight per Attachment Point
13.32
psf
Zep Solar, Inc. www.zepsolar.com 13102452 Copy Copy Copy Copy 12014-05-02 19:47 UTC Page 4 of 4
4931 North 300 West, Provo, UT 84604 Employer Identification No.: 80-0756438
Ph..e- (877) 404-4129 Fax: (801) 765-5758 Massachusetts HIC License No.: 170848
vivinto solar"'E-Mail: support@.vivintsolar.com
www.vivintsolar,com AR No.:
RESIDENTIAL POWER PURCHASE AGREEMENT
This RESIDENTIAL POWER PURCHASE AGREEMENT (this "Agreement") is entered into by and between VIVINT SOLAR DEVELOPER, LLC, a
Delaware limited liability company ("We", "fis", "Our") and the undersiened Customer(sl 1"Vau" "Vo.i'l .ftk� T—n—mi— r)- — f—k k.i,
Customer(s):
Full Name (F,,Q.Af1.1._1J 0
m0r:ArT1 ON11 6WAVk-_A
Full Name (Fin'I.M1. L"l)
Properti, 0—er 11 Yes 13.,Vo
Telephone No.: (Inlj� (pf5"1_7-ZJ &1�*)
E -Mail: 64mVko,,1�0 5f,.X
.. �Q Le".; z—on
Property
StreetAddress:
Address:
City, County, State, Zip: 0 AAA oifwc-
11. SERVICES
A. DESIGN AND INSTALLATION. We will design, install, service and maintain a solar photovoltaic system on Your Property, which will include all
solar panels, inverters, meters, and other components (collectively, the "System"), as fiorther described in theCustomer Packet and the Work Order that We
will provide to You hereafter. All material p�rtions (it' the System will be installed by Our employed technicians and electricians, and not subcontractors.
With Your co tion. We will (i) design. install and conitect the System in material compliance with all applicable laws; (ii) complete all required
inspections; an7(eirii) obtain all required certifications and permits. In order to design a System that meets Your needs, You agree that We may obtain Your
electrical usage history from Your electric utility (the "171111 ") and You shall provide Us with copies of Your Utility bills as We may reasonably request.
Other than the activation fee described in Section I.B, We 31 design and ing.lf th, IOZv M — -t t� V-
B. ACTIVATION. You agree to pay Us a one-time activation fee in thee �aTw, �n e will interconnect the System with the Utility, and
cause the System to generate energ, measured in kilowatt hours ("kW) (Wh TnieTrh 'rInstailat on of the System generally takes one day and is
we
e. s he'.
anticipated to begin and be substantia ly complete between two (2) and six (6 eks It e r c�a We r.
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 main
. g�,thelSystcm (i) at Our sol.- cost and expense� i) in good condition; and (iii) in
material compliance with all applicable laws and J.—I-Lb dll�ty n en s
E. INSURANCE. We carry commercial general liability insurance, workers' compensation insurance, and property insurance on the System. For more
information concerning Our insurance, and to obtain a copy of Our certificate of insurance, please visit: wA.-w.vixintsol�r.com/insurdnce.
1 2. TERM, PRICE, PAYMENTS, AND FINANCIAL DISCLOSURES7
A. ENERGY PRICE. For all Energy produced by the System. You sh Us $0. -_L05' the "Energy Price"), plus applicable taxes.
per kWh �
The Energy Price shall increase each year by two and nine -tenths 29Y A good'faith estimate of ystem output, measured in kilowatt hours,
,perc 0
will be provided to You in the Customer Packet. THIS AGREEMENT MIE 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 twentict (20"i niversary of the In -Service Date (the
"Term"). The "In -Service Date" shall be the first day after all of the following have been achieved: (i) lhZ�m has been installed and is capable of
generating Energ7y7—nT7!?'pm7M necessary to operate the System have been obtained. (iii) the System has been interconnected with the Utility, and (iv) all
inspections and certificates required under applicable law or by the Utility have been completed or received.
C. PAYMENTS. B ith the first month following the In -Service Date and throughout the Term, We will send You an invoice reflectinche
5
ha n ro7uIcnedingy'thle System in the previous month. You shall make monthlysayments to Us by automatic payment deduction from our
s E er re � s ity cnsu'
es e p L our r`cs 'b"' to
ar C c s e ban n d
in nts mu"' ' 'e x'�'O't
a b 'a
e ce th c lipe ta alb - to s
I. U P-'�uan
c for gy d
c rg d h kn a ' r I is
a unt or c me " L - I re are a equate funds or adequate credit limit. Th is no finan
A a a
c I ' or
L
f t n ' �em ( I
'gn te c c ' g c 0
ere em
ch g as 0 'aed with ' I rat ue, We may impose a late charge equal to Twenty -Five Doll $251
nd im , r st at an .n.a inue to fail to make any payment within ten (10) days after We give
You w -tt n no'. en W may . Ts all rem i 'on 13 b .
* �ENE AL A the end he e You y lee' to Q ontin ement on a year-to-year basis; (ii) enter into a new Agreement with
W of ' ) T - ys c I ue _n
s c t i P' chase the S tem a, the end of 'he T
A e c ve System rerno' ed at . cost to You. You will need to
* d can' 'his A cancel this Agreemefit (the "Purchase Option"); or (iv) cancel this
lg r em , and ha t s in writing concerning Your election sixty (60) days prior to the end
t e T IF You Pu c s Opilio , �P." 0 Pr I
It emn elce 'he ha c rt' he 4�' P".. be the then -current fair market value of the System based on an
I It
p y
nde cndent appraiser s valuation of'similarl sized photovoltaic systems in Your rographic regi The apFraiser s i
on. /aluation will be provided to You in
�ing and will be binding. If We receive Your payment ofthe Purchase Option rice, costs o the appraisa , applicable taxes, and all other amounts then
owing and unpaid hereunder, We will transfer ownership ofthe System to You at the end ofthe Tcrm on an"As Is Where Is" basis. IfYou elect to have the
System removed, We will remove the System from Your PW&within nine (90T, da6s after the end of the Term. IFYOUDONOTNOTITYUSOF
RENEW ON A YEAR EN, -OMATICALLY
YOUR ELECTION TO CANCEL BY SENDING A . NOTIVE 0 S, THEN THIS AGREEMENT WILL AU1
-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 ofthis Agreement and at any time during theTerm, You hereby authorize Us to (i) obtain Your
credit rating and report from credit reporting a
amencies; 00 to report Your payment performance under this Agreement to Credit reporting agencies� and
(iii) disclose this and other information to Our I iates and actual or prospective lenders, financing parties, investors, insurers, and acquirers.
WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING 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. SEE PRESCREEN & OPT -OUT
NOTICE (aECTION 29) BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS.
1 3. LIMITED
A. LIMITED INSTALLATION WARRANTY. We provide a workmanship warranty that the System shall be free from material defects in design and
workmanshil�.undcr normal operating conditions for the Term. We further warrant that all rooftop penetrations We install shall be watertight as ofthe date of
installation. e do not provide any warranty to You with respect to any component ofthe System. Any manufacturer's warranty is in addition to. not in lieu
of, this limited installation warranty. This warranty does not cover problems resultin%trom exposure to harmful materials and chemicals� fire, flood,
earthquake, or other acts of god, vandalism, alteration of system by anyone not authorized y Us, or any other cause beyond Our control.
B. MANUFACTURERS' WARRANTIES. The System's solar modules carry a minimum manufacturer's warranty oftwenty (20 yearsas follows:
�a during the first ten (10) ofuse, the modules' electrical output will not degrade by more than ten percent (10%) from the origin2y rated output; and
b') during the first twent (20 s years of.use, the modules' electrical output will not degrade by more than twenty percent (200/0 Irrom the originally rated
out t. The System's invM'Aaer7 a minimum manufacturer's warranty often (10) years against defects or component break�oGwns. During the Term, We
wilFenforce these warranties to t ullest 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 STATUTORY, AS TO THE MERCHANTABILITY OR
FITNESS FOR ANY PURPOSE OF THE EQUIPMENT, INSTALLATION, DESIGN, OPERATION. 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 DISCLAIM. OUR LIABILITY FOR ANY BREACH OF ANY
WARRANTY IS LIMITED TO REPAIRING THE SYSTEM OR YOUR PROPERTY TO THE EXTENT REQUIRED UNDER THIS
AGREEMENT. YOU ACKNOWLEDGE THAT WE ARE RELYING ON THIS SECTION 3.C. AS A CONDITION AND MATERIAL
INDUCEMENT TO ENTER INTO THIS AGREEMENT. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE
DESCRIPTION OF THE FACE HEREOF.
1 4. REMOVAL OF THE SYSTEM
You shall not make any Alterations (as defined in Section 9(c )to the System, IfYou want to make repai . e en'
a to le e t e n am, a ' Th'.
ov ly a
-al to F
s n c gre' 1 5�
ry e a gr us' 've I material
r no
c a n e to U"' a f
c c c e e in d in S
e c even a c e c e e lact Us lmmt� I, y
' ' or 0 You
orm
wit '� s r�
ou r
S'cm or t a e a an 'm me sha'
ta e 0 pay
e t to Your P 'e y
as
It I u I
h id a d
I ,
'n
v 0 n You , e , y rep'�'r P' r he i yst P y h
Our r m.' al ' to a e and re. - tallatt - I S
- h -le - ' 'a"� . rs or im ovements to Your Property that require
e tempora removal "ofthc System or that could rfere with its performance or operation, You must give Us at east thirty 30) days' prior written notice
m
a "Cu"o -Requ sed Sh
ns P rs' t.
11 -in '
ar b or em -v th Sy t m You �halt be ' q.. ed t -pay o
ith ) y of, I t of in y t.
es 0 d. m.,a In n erg n - c th S You , a n
P. y , on w e.pe c c. t cl wi It e so r. e to c ,c , S nc,., ary
c c nd a (a ra th used and a d la he . ytem as
e e c
to Y.t Y q. sm-11
g y You s It ni,
or y m.g to S
h n ha e, ble f a h y tem that re�. Its fro. a tions l, ke. by You, m. or
P, da c c s c a c
!ON OF DISPUTES J
Most customer concerns can be resolved quickly and amicably by calling Our customer service departm�on at 877) 404-412 If Our
cifi
-vice department is unable to resolve Your concern, You and We agree to resolve ani, Divute (as e me w) I It binding
customer set d
- -OU AR
arbitration or small claims court instead of courts of general jurisdiction. BY SIGNING BEL W OU ACKNOWLE AGRE
E
THAT (1) WLEZADNe
Y E HEREBY WAIVING THE RIGHT TO A TRIAL BY JURY; AND (11) Y00 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
(i) any aspect of the relationship between You and Us, whether based in contract, tort, statute or any. other legal theory; (ii) this Agreement or
an a ee n n e h b e h e an b ea h, default, or termination of this Agreement; and (iv) the
c 'm T c'
rp ta e y d t
y md e' A term ne n d e ee
ect t ' of
C a rt s a written
ce e s c c c ss c s and the rel
r t ' i r c In 'en
'is st
r t 0 c in t e '
c ""y It
other for a� r" anon. a a y mu' t
te re ti n ' val, 'ty' r en ination of the scope or applicability of this Section 5 (each, a
�D * or en n "Notice of Dispute" . 'fied mail to the other rt Th,
n c via certi i
'e "'. P to omm ' g d a for th Di V -t c g
e
N Di p t d .b at. e an elief sought. IfYou and We are unable to rcsolv , gispute
ft c c d may -omme-c' arbitration The '
e e tr c oee es ( �.261 hu -/1w__ amsa'
n e 9 e bu. by th,
-ti of s u om I th
thin h (3 0) da " th n .th , pa arbitration shall be administered by JAMS pursuant to its
r , t y .1 and Pr
w t�r arril t A b a ion adr.com/rules-streamlined-arbitration, the "JAMS RuIeW) and
S
d 'r ru s s t f t
he I h in hi A e ruent The arbitrator shall the terms of this Agreement. No matter the circumstances, the
.,d punitive s� ec al. e er�ipl.ry, md ect or c.n'equcnti
e v ex nd th
a 'tr or I not i r
rb a sha I ntial damages to either party. If You initiate arbitration, You
s f, ,
a tr I p
s r spo s, I p S 0 ttorn a e e
shall be responsible to pa $250. A I attorneys ee. travel expenses, a other costs of the arbitration shall be home by You and Us in
w c a 1 1, lion s it c c.
accordance with the JAmUtiles and applicable la . Yhe arbitration shall be conducted at a mutually agreeable location near Your Property.
Judgment on an arbitration award may be entered in any court of competent jurisdiction. Nothing in this Section 5 shall preclude You or We
from seeking provisional remedies in aid of arbitration from a court of competent jurisdiction.
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 COURTOR 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
SUBMITDISPUTES ARISING OUTOF THE MATTERS INCLUDED IN THE "ARBITRATION OF DISPUTES" PROVISION
TO NEUTRAL ARBITRATION. Customr(s) Inifiak:
11WE AGREE TO ARBITRATION AND WAIVE THE RIGHT TO A JURY TRIA
16. NOTICE TO CUSTOMERS I �-*H
A. LIST OF DOCUMENTS TO BE INCORPORATED INTO THE 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 LEGAL FOR US TO ENTER YOUR PREMISES UNLAWFULLY OR COMMITANY 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 ackriowled�e that You have read
and received a legible copy of this Agreement, that We. have signed the Agreement, and that You have read and received a legible copy of
every document t at 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 ANY TIME PRIOR TO THE , LATER OF: (1) MIDNIGHT OF THE THIRD
(3RD) 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 P77FR I-
CUSTOMER(S):
By: By:
Printed Name: Printed Name:
Title:
By:
Printed Name:
Transaction Date: 0,4 1 L-57 hbom
FOR INFORMATION ABOUT CONTRACTOR REGISTRATION REQUIREMENTS, CON�ACT THE MASSACHUSETTS
OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION. TEN PARK PLAZA, SUITE 5170, BOSTON, MA 02116,
(617) 973-8700 OR 888-283-3757.
X--------------------------------------------------------- — -------------------------------------------------
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
WITHINTWENTY (20) DAYS OF THE DATE OF YOUR NOTICE OF CANCELLATION, YOUMAY 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 ALI, 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: (1) MIDNIGHT OF THE THIRD (21R") BUSINESS DAY AFTERTHE TRANSACTION DATE, OR (11) THE
START OF INSTALLATION OF THE SYSTEM. I HEREBY CANCEL THIS TRANSACTION: ---
Date:
Customer's Signature:
Co'�y",d" " -'tAA vi-,, I;,(, "ti R i, N, 1�1 I I - � ITA 2 If
Office of Consumer Affairs Knd�B`u`sin'ess Regulation
10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
VIVINT SOLAR DEVELOPER LLC.
JAMES SHERMAN
4931 NORTH 300 WEST
PROVO, UT 84604
SCA 1 0 20M -W1 1
4—N
a�Wffice of Consumer Affairs & Business Regulation
ME MPROVEMENT CONTRACTOR
eg is ration: 170848 Type,
Ep'tiraton: 1/512016 Supplement 1-'3ird
VIVINT SOLAR DEVELOPER LLC.
JAMES SHERMAN
4931 NORTH 300 WEST
PROVO, UT 84604
P.
Undersecretary
Registration: 170848
Type: Supplement Card
Expiration: 1/512016
Update Address and return card. Mark reason for change.
[:] Address F] Renewal [-] Employment E] Lost Card
License or registration valid for individul use only
before the expiration date. If found return to:
Office of Consumer Affairs and Business Regulation
10 Park Plaza - Suite 5170
Boston, MA 02116
Not valid without signature
Massacbusetts - Department of Public Safety,
Board of Building Regulations and Standards
Cimstruction Supenisor
License: CS -045254
"AMES R SBERNtAN
J C-7.
81 NININ ST -
SAUGUS IVA 00%
�Z
Expiration
Commissioner 08/28/2014
cn
0
> <
r- C/)
m
C/)
m
C? CQ
--I
m
T
z
.4 460 Stevens St, North Andover MA01845
K m
0
Cz
"D
m
0 K con
0 �! a
Z TIR
j
2:
m r�
I r-
> 7
ch
>1 '13
0 >
>
c-, C'
a: X 0
m9c,
0 2 C
0<r -
C M M
r- ;U Cn
M -4
m
X -4
m
0)
�4 <
4
Cil C/)
(J)
m
N
m >
m
z
z
OCO
=j o z
0 Z 03
z G) 0
03 N X
Om>
X
0 N
-n 0
n chm
;a > M
0 03 0
z cm >m 0 0
w az Cn INSTALLER: VIVINT SOLAR
K m INSTALLER NUMBER: 1.877.404.4129 Foster Residence
mKm SITE TM
PV 1.0 mm -' MA LICENSE: MAHIC 170848 w0wo RAO 460 Stevens St
PLAN DRAWNBY:MRB JAR3102452 Last Modified: 5/14/2014 North Andover, MA 0 1845
UTILITY ACCOUNT NUMBER: 7854357008
m ------ ------
-n
0
N A
z
0
z
03
00
x
0,
>
zo<
m <
r- 0
C.
m
00
0
-m'
-0
> Z
0
m
0
z
m
z
0
0 =1 z
00m
>70Z
_j -4 'a
0 U) 0
z
K m
0
Cz
"D
m
0 K con
0 �! a
Z TIR
j
2:
m r�
I r-
> 7
ch
>1 '13
0 >
>
c-, C'
a: X 0
m9c,
0 2 C
0<r -
C M M
r- ;U Cn
M -4
m
X -4
m
0)
�4 <
4
Cil C/)
(J)
m
N
m >
m
z
z
OCO
=j o z
0 Z 03
z G) 0
03 N X
Om>
X
0 N
-n 0
n chm
;a > M
0 03 0
z cm >m 0 0
w az Cn INSTALLER: VIVINT SOLAR
K m INSTALLER NUMBER: 1.877.404.4129 Foster Residence
mKm SITE TM
PV 1.0 mm -' MA LICENSE: MAHIC 170848 w0wo RAO 460 Stevens St
PLAN DRAWNBY:MRB JAR3102452 Last Modified: 5/14/2014 North Andover, MA 0 1845
UTILITY ACCOUNT NUMBER: 7854357008
Hox
oeo
CD
ZY
=1
IN)
100
0
CD
0
m
0
K
m m
0-1
M
0 0
0 00
CD
E; 0
0
Ch
K 0
0 �
0 C)
C
0
C
r- I
m
cn 4t
oj?� 0
0
-j � �
w.
CID
.50
0
cn
Cn
z
r-
<
m
100
z
m
(n
0
Pf �
m
-<
C/)
(n <
(D
m
G) 0
0
0
6
mq
cn
0
0
n
z
z U)
m
mm
z Cn
> '
m
Km
INSTALLER: VIVI T SOLAR
0 0
Foster Residence
INSTALLER NUMBER: 1.877.404.4129
PV 2.0
m ,
ROOF
6-1 0 R
460 Stevens St
MA LICENSE: MAHIC 170848
�q
PLAN
North Andover, MA 0 1845
DRAWNBY:MRB JAR3102452
Last Modified: 5/14/2014
UTILITY ACCOUNT NUMBER: 7854357008
:k cn --i -u
m 0 <
OZ 0
P
z
z ;0 r -
m 0 fn
0
— —
— — —
0
— —
<
0 0 0 -q
-n
-n '
0
En
m I �
ca 0 m
m
X M C).0
0 >
0
C:
0 K
2
0 0
>
z
01— 1
0 >
n C:
z
m
m
F
z
m -q
(j)
— — —
— —
— — — —
—
0 <
Im
z
1 0
0.
10
:ZE
on
o 0
>
z
rN
0 ;D
Q
0
<
U)
m
>
go
om
0
Cn
>
<
>
z
G) <
()
>
-u
m
m
0
>
00
m C:
z
Z
G)
0
m
r—
m
z
0 J
0
;<
z
C/)
z
0
0
1
n
0
0
m�
0
>
<
N
0
Pl
Cn
C�
zm
om
(n
ml
--I
m
IN, 'o
z
>
0
m
. C�
;mo
�� z
0 D
<
0
0
0
U)
m
ao
�0 o
(Z
N
>
-
z
r
m
2
m
m 0 <
a, C:
G
G)
2112'MIN,
z
2"MA?�—
-n
T 0
0
m
0
--i
>
m
0
01
0
F
0
z
'0
cma=
0
00
1
0
0
0 g
9
0
4
0
iz
z
o
Im
C
mz
3 11 �
0� 0'
m>
z
W > c
om
cl
z 0
z En
m
z Cn
> m
K M
INSTALLER: VIVINT SOLAR
Foster Residence
INSTALLER NUMBER: 1.877.404.412
PV 3.0
Ca
mm I
MOUNT.
F� m
4
460 Stevens St
MA LICENSE: MAHIC
170848
�dwowolm
DETAILS
—
,
-
North Andover, MA 01845
UTILITY ACCOUNT NUMBER: 7854357008
DRAWN BY: MRB I AR.3102452
Last Modified: 5/14/2014
I
> z
r- 0
r- -4 1
E
<
m z
m 09 *M��m
C: z >
Z' < (n -4
m
;0 C, G) M, 0.
0 > > I Ng9- I =
G) _M — CD >
C m U
Z M M ;0 0 Z g)
2 0 --1 X 0 <
0 C
Z m > M, 0,
C 0 mmx 0 --1
Z G) z q 6) Cn
z z 0. m C
C 0 71 m 9
I C ;o 0 m �,
0
X C: 00
0 0 > Z > -
, j m
r- 0
m z >
C) 0 �l rl
N
0 m
LIM
(n 0 m
>
r- -A
m m m m
>0 rj)
< -n G
M 0 .—,a
>;0 > >
Z 0
M r-
ffl-0 Jp0
>
IT11 m rt
I
> rn
r-
0
z
0 0 --1 Z ZA T<.f 01 t on �WE ZO ff ff Em <5
z 0 -XI C) U, In c)
o ZMK m mnc m > 5
z T, - 5i -CA < M G) 0 M W m G) z C
0 0 > m , m .7 0 a o
U) > 0 -D z ,) > T
M Z , ',2 --1 z = � m q
cn 0 < m 0
< > co m m m 0 K 9 zm� z mm _,4
r- m 0 0- cn c: 0 11 m Fn >>, 0 521, o -4;D z T N ca 8.
X X M < 0 C.0 M) -M� 0 < -1 m < 2 , n. a
ch w . - <
:; < >(n
m - 6. iN 00o x Oz 2 xm Oz r75 1,) m 'E CD
> Cn Cl) m -1 ;V
z < , , z Z -K
M02 > AM> >mm Z> xm
m m Cn x > < m ) 0 , o u) N,
:1 CD 0 m _o zF m D X
m j m (D _Mo '. X M C --i 'D >
3 g g m 00 p - - - - - - - --
< 03 0 C -u;o > Z:E m m m C m
9 m (a
> -u Z -u 0 ��q zm xm Im 'Co
> 0 d CL - r_
Z K -< 0 Cn z - Z,
0 CD Z Z x I m
" 20 0 d) G)
w L, 0 U) 0 50 -5 G) z C mu 2
0 'm E.
�L > T '0 M Q K CL
0 7,0 n M 0 >
0 x 0
Z) m 0 cn
W -a m CD
M X, zm 00' w
0 'A , 9. x Ei 5 p 9
0
0 00 Z -M, 0
0 :3 - 0 .00 Fn 0
D . z
m K
W CD -0 > 00 K
0 1 C) 0 m 0
-< 6 M 0 C
0 00 m m
-u 0 < > 0
> 0 02 0 C.
0
ZK 0 X
m Cn
)> (n 3�3
z >Mdld
m
0
m I q ' cr 0. 6B.C. FN z
W :> 6 .1 3 23 .
3
0
0 1
CD 4 0 0 5�.08 m Z. m
> > ' , a :E 0:� o 0
9� 3 Cn >- 3 '3 Z* *z *z :ZE 0.-
2? (n E. '7 7
< < K Cn S 9) S P Bc �3 0 -0 -0 0
r%) F. o M o o
-i m e �! 3 c. �;
m 0 c
m >
U) K 0 m @ 1 < 0
En . F 0
X o @
z 0 0� o <
CD U) c <
Cn g S' 0, 3. K
0
3
5. T 3 > Z T5 91 z
. 3 0
CD I P R Ll 171:5- 0 w CL
z
m X 9
C.A) > >
3
0 g > 3
3 T 2 CL
< 0
i>> >
F3 Z G) G) G) I G) G).'
Z MI :Z0 rr- il-D' I z 0 3' rj C) 'CL
C m * (n Fn Z i _n
K n2�z�j Omr -n 9 3 F @
> . C: � _
C N) -n (D 0
Lo (n K) z
I � om 0, 4�3
< Z! - -1 w - - - - - - -
0 0 CL
MOO a a C
< N) 0 3 0
0
;0 1 > 00
> Cn
0
0 M 5. '. m - . Cn
m CD 0 r 51 '. 0
CA) r, 3 3 a . m m Cl.
m z 0 > (D CD
Z M m 93 CL
8 U) C
c Z 0
m
0- 63 a -
E,� o. 3 >
0 3; 0 193 - < <
0 o ON C-) 0 3* 0 0 0
> :zj 0
>
ID 0
0 -, 5 N
K3 q
3
m 91
z > 0 C)
> 3
3> 3>, 0
--1 0 2 Im-
m
z cn z Cn INSTALLER: VIVINT SOLAR
C: m > x 0
9 m 1 -LINE Km INSTALLER NUMBER: 1.877.404.4129 Foster Residence
M -4 Rl 460 Stevens St
E 1.0 "m _' MA LICENSE: MAHIC 170848 wown nf, 0
DIAGRAM North Andover, MA 01845
DRAWN BY: MRS I AIR 3102452 5/14/2014 UTILITY ACCOUNT NUMBER: 7854357008
WCONSULT114G
Scott E Wyssling, PE, PP, CME
May 7, 2014
Mr. Dan Rock, Project Manager
Vivint Solar
24 Normac Road
Woburn MA 01801
Wyssling Consulting
321 West Main Street
Boonton, NJ 07005
office (973) 335-3500
cell (201) 874-3483
fax (973) 335-3535
swyssling@wysslingconsulting.com
Re: Structural Engineering Services
Foster Residence
460 Stevens Street, North Andover MA
AR# 3102452
6.885 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:
I . Site VisitlVerification 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 Vivint Solar and will be
utilized for approval and construction of the proposed system.
3. Photovoltaic Rooftop Solar System Permit Submittal prepared by Vivint Solar 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 2 x 6
dimensional lumber at 24" on center. The attic space is unfinished and 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. 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 ZEP calculations sheet for ASCEISEI 7-10 Minimum Design Loads for Buildings
and other Structures, wind speed of 100 mph based on Exposure Category "B" and 35, 32, 26, and
27 degree roof slopes on the dwelling areas. Ground snow load is 50 PSF for Exposure "B", Zone 2
per (ASCE/SEl 7-10).
2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling.
41-1
-0 Page 2 of 2
B. Loading Criteria
10 PSF = Dead Load roofing/framing
5 PSF = Dead Load solar Panels/mountinci hardware
Total Dead Load =15 PSF
0 50 PSF = Live Load (ground snow load)
The above values are within acceptable limits of recognized industry standards for similar
structures. 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 "ZEP Code Compliant
Installation Manual", which can be found on the ZEP website (zepsolar.com). If during solar panel
installation, the roof framing members appear unstable, deteriorated, structurally compromised or
deflect non -uniformly, our office should be notified before proceeding with the installation.
2. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the National
Design Standards (NDS) of timber construction specifications for Hem -Fir (North Lumber) assumed.
Based on our evaluation, the pullout value, utilizing a penetration depth of 2 W, is less than what is
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 Y2" with a minimum size of 5/16"
lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor
of safety.
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.
4. Panel supports connections shall be staggered to distribute load to adjacent rafters.
Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized
the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is
based on information supplied to us at the time of this report and current industry standards and practices.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
'vy� OF
4�OF #Y truly yours
Y ip
1Vi W
0
0 so Scott E. Wys g, PE
0 �0
MA License o. 5
WCONSULTING
-A
_qT
AC40RDi- CERTIFICATE OF LIABILITY INSURANCE
DATE (MMIDDNM)
F
lilk.�
11/01/2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(jes) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
MARSH USA INC.
CONTACT
NAME:
1225 17TH STREET, SUITE 1300
DENVER, CO 80202-5534
Attn: Denver.certrequest@marsh.com, Fax: 212.948.4381
C�N E., 1FAX
(PAHI N Ext): (A/C. Nol:
E-MAIL
ADDRESS:
INSURER(S) AFFORDING COVERAGE NAIC #
462738-STND-GAWUE-13-14
INSURERA: Evanston Insurance Company T53_78
INSURED
Vivint Solar, Inc.
INSURERB. National Union Fite Insurance Co of PA
4931 N 300 W
Provo, UT 84604
INSURER C: New Hampshire insurance Co—mpany 23-841
—
INSURERD:
EACH OCCURRENCE $ 1,000,000,
—DAMAGE
—RENTED
INSURERE:
X COMMERCIAL GENERAL LIABILITY
INSURER F:
nr_V1101V114 NUIVIOCK; I
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE
FOR THE POLICY PERIOD
INDICATED. NOTVVITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH
RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN
IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
ADDL
INRR
SUBRI
—
POLICY NUMBER
__ii0_UCYEFF
IMMIDDIYYYY)
___P_0_UCYEXP
(MMIDDfYYYY)
LIMITS
A
GENERAL LIABILITY
13PKGWE00274
11/01/2013
11/01/2014
EACH OCCURRENCE $ 1,000,000,
—DAMAGE
—RENTED
X COMMERCIAL GENERAL LIABILITY
TO
50,000
CLAIMS -MADE M OCCUR
PREMISES (Ea occurrence) $
MED EXP (Any one person) $ 5,000
PERSONAL & ADV INJURY $ 1,000,000
GENERAL AGGREGATE $ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP/OP AGG $ 2,000,000
7X POLICY F I PRO- . Ell LOC
�JEGT
$
B
AUTOMOBILE
LIABILITY
9701087
11/01/2013
11/01/2014
COMBINED SINGLE —LIMIT
B
X
ANY AUTO
9701088
11/01/2013
11/01/2014
(E, accident) $ 1,000,000
—
BODILY INJURY (per person) _31—
ALL OWNED SCHEDULED
BODILY INJURY (Per accident) $
AUTOS AUTOS
X
X NON -OWNED
HIREDAUTOS AUTOS
PR PER
0 -Z $
—
'DAMAGE
P er d )
.
$
A
UMBRELLA LIAB
1�
OCCUR
13EFXWE00088
11/01/2013
11101/2014
EACH OCCURRENCE $ 10,000,000
X
EXCESS LIAB
CLAIMS -MADE
AGGREGATE $ 10,000,000
__
DEDT—TRETENTION $
C
WORKERS COMPENSATION
029342334; 029342335
11/01/2013 '11/01/2014
WC
C
AND EMPLOYERS'LIABILITY Y/N
— RKUUI� I I 9TY
ANY PROPRIETOR/PARTNER/EXECUT
OFFICERIMEMBER EXCLUDED? N
NIA
029342336; 029342337
11/01/2013
11/01/2014
E.L. EACH ACCIDENT $ 1,000,000
C
(Mandatory in NH)
If yes. describe uncle,
029342338
11/0'1/2013
11/01/2014
-E.L. DISEASE - EA EMPLOYE $ 1,000,0
DESCRIPTION OF OPERATIONS below
DISEASE - POLICY LIMIT $ __F0_00'000
A
Errors & Omissions &
13PKGWO0029
11/01/2013
11/01/2014
-E.L.
LIMIT 1,000,000
Contractors Pollution
DEDUCTIBLE 5,000
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required)
he Certificate Holder and others as defined in the written agreement are included as additional insured where required by written contract with respect to General Liability. This insurance is
primary and non-
contributory over any existing insurance and limited to liability arising out of the operations ofthe named insured and where required by written contract. Waiver ofsubrogation is applicable where required by written
contract with respect to General Liability and Workers Compensation.
rF:PTiP11rATl= I-Inil IMCO
Town of Andover
36 Bartlett Street
Andover, MA 01810
tAN(;tLLA UILIN
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
of Marsh USA Inc.
- - Kathleen M. Parsloe fiW44.6�
@ 1988-2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD
Date..�Z'/
TOWN OF NORTH ANDOVER
PERMIT FOR GAS INSTALLATION
This certifies thatf��A- oavl 19-eaL�
has permission for gas installation ............
in the buildings of ... 's, -x'
....................
at ..... North Andover, Mass.
...... ......
ja 0a
Fee .... .. Lic. No ...........
Check # GASINSPECTOR
0 �
el
9403
Date.
.1'.2,
TOWN OF NORTH ANDOVER
PERMIT FOR PLUMBING
'z
This certifies that . � V,
.. ...... ..................
has permission to perform
plumbintthe buildings of .
............... ........
at ......... North Andover, Mass.
Fee.'-r�!.'40. Lic. No. ........
Chec' PLUMBING 14 FPECTeOR
'Location 7 (c,
No- Ir, (7
"011TPI TOWN OF NORTH ANDOVERs
Certificate of Occupancy $
Building/Frame Permit Fee $
S-4
no. Foundation Permit Fee $
MU
Other Permit Fee $
Sewer Connection Fee $
Water Connection Fee $
TOTAL (���$
Building Inspector
9770 Div. Public Works
X
Zr
Z
o
0 W - >.
w
z
I
iiRadzox
U. z
0 D - u
0 W
0 0 0
z 0
0
2
IA tL
x 0
z w
w w
0 "If
�; I
Ix
w
w
z �z
2
D w
m
W
0 w
W a
0
J
w I I
z 0 0
0 m m
I-. U. LL
w
u u u
z z z
wo I wo 110
w
a
0
u
tL
IV- 0
z
w
I
w
4 w
w tL
0
z
Z 0
z 2 o u
0 P- W 4
Z
o
w u
J 0 W
Z 0.
L
4
z z IL
0
0
z
0
0
LL
z
W
IL
0
m
L
m
IN
0
U
z 1:
0
w
9
L
u
9
J
m
x
i
L
J
w
6
z
W
L
u
k
w
a
z
0
u
D
get
w
uj
ui
z
3
z
0
u
0 L
z
z I
0 0
0
N
u
u
4A
w
w
ai
w
w
Z
0
0
i
J
>
0
a
0
j
E
w
iL
Z
IL
0
a
J
T
w
eg
0
0
0
0
0
0
1
0
z
u
W
L
w
U)
0
IL
z
w
1
LL
IL
0
0
6
w
W
N
Z
<
ui
z
o
tA
P
u
CL
w
W
a
W
I w
4
Z
Z
<
z
z
<
u
wz
wz
w
W
iu
0
N
0
J
3:
0
3:
0
m 3
4 m
X
Zr
Z
o
0 W - >.
w
z
I
iiRadzox
U. z
0 D - u
0 W
0 0 0
z 0
0
2
IA tL
x 0
z w
w w
0 "If
�; I
Ix
w
w
z �z
2
D w
m
W
0 w
W a
0
J
w I I
z 0 0
0 m m
I-. U. LL
w
u u u
z z z
wo I wo 110
w
a
0
u
tL
IV- 0
z
w
I
w
4 w
w tL
0
z
Z 0
z 2 o u
0 P- W 4
Z
o
w u
J 0 W
Z 0.
L
4
z z IL
0
0
z
0
0
LL
z
W
IL
0
m
L
m
IN
0
U
z 1:
0
w
9
L
u
9
J
m
x
i
L
J
w
6
z
W
L
u
k
w
a
z
w
w
0
IL
0
w
w z
L
C*�
z
0
u
D
w
uj
ui
z
3
z
0
u
0 L
z
z I
0
0
u
u
w
w
W
a
0
0
i
J
j
-i
iL
0
w
w
w
w
1A
L
L
z
w
w
0
IL
0
w
w z
L
C*�
13
w
z
t
w
IL w
w a
w
uj
ui
z
3
z
o
0
u
13
w
z
t
w
IL w
w a
Vj
L "aw
0
F=4
0
z
cz
CD 0
:.2 v'
— a
cc m
—C—L
Cc
mn.w''IN,
ga
co
0 C3-
E.S
0 (D
CD
C3
(a cc CD
CL
Go
NA: co
co -7
Cc
Cc
ca
E
b -
w a
CLU 0
C?
0
Co
-L CD
0 = a
CD co C3
C013
U= U) cc cc cm
I-- CA CLE -.S
LLJ = p.
= CD C',
LU E c.) -0 CD
CD
4D
-0 OM
cc o L- =
4-J
�; I
LI
CD
E
a)
CZI
CD
CA CO
-E co co
CD 0 co
CD
0
co
cc 0 0.
a- =<
E
-0-0 C cc
co
C.0 Z
CD
0 CL
C.3 coo
cc
cc
0
0
W.
u
Cf)
1
r
:j
0
LL
0�
u
�rl
0
cri
u
0
U)
J,
u
C�
V)
z
ct
r,
C2
cz
CD 0
:.2 v'
— a
cc m
—C—L
Cc
mn.w''IN,
ga
co
0 C3-
E.S
0 (D
CD
C3
(a cc CD
CL
Go
NA: co
co -7
Cc
Cc
ca
E
b -
w a
CLU 0
C?
0
Co
-L CD
0 = a
CD co C3
C013
U= U) cc cc cm
I-- CA CLE -.S
LLJ = p.
= CD C',
LU E c.) -0 CD
CD
4D
-0 OM
cc o L- =
4-J
�; I
LI
CD
E
a)
CZI
CD
CA CO
-E co co
CD 0 co
CD
0
co
cc 0 0.
a- =<
E
-0-0 C cc
co
C.0 Z
CD
0 CL
C.3 coo
cc
cc
11
z
0
z
w
IL
'0
,a:
IL
c;
0
w
L
0
u
100" 9
u -i J
s a
IZ
x
8
19
L
6
z 0
IL
<
L
u
t
w
a V
u
D w
0
w
z
I
z
0
w
�Izl )
z
m
IL
m
0
<
z
0
E W
w
z
z
m
2
2
F-
o
u
u
Z)
x
w
T
0
0
fp
0
0
(L)
w
10
W
0
0
<
0
x
w
u
IL
IL
0
1�
3:
W
W
w
U
w
to
w
0
w
w
z
IL
z
w
z
<
2
a
fa
Ul
01§
1-.
X'o
z
D
Ll
0
N
0
Z <
w
J
ul
0
U)
z
Z
J 0
0
<
w
Z
J
c 0
0
Z
0
>
0
3:
z
-or 0
io
0
Z
z
w 0
o W
I-
W
u
w
I-
Z
IL
IM
0
a <
z
u
w
u
-40
J
;RGO
lozwzzw
LL
0'':)Zuz000
z
u
z
z
z
1-
im
0
WO
L 0
0 W
OPU.0uuu
LL
0
0
u
0 0
z
LL
LL
0
0
0 0
z z
0
z
a
z
z
W
Id z
0
0
w
$A IL WiL
1
0
tL
w
z
W Z W
X
0
0
W
ZO
L Z
cc
lu
IL
W<
L
0
0
z
Vi
0
Aj
o
Lq
u
IZ
z
w
0
CL
w
z
Z>
w
m
jr LL
0
tn
Jj
0
\j
'0 u
W
w
w
0
Z
0
w
w
-i
-
0
w --j
w
z 1 z
7 1 w
O,j
<
�j
V)
<
z 0
0 0 z
a (C
0
<
U) 0
u W
w
u
u u
w <
12
�w
w w 1
w z
a <-
z
-D
z u
u
2
D-
D-
0 0
a:
D T
Li M
T T
M
M <
N J
0 O<moaoa!LnrnT--O
to
11
z
0
z
w
IL
'0
,a:
IL
c;
0
w
L
0
u
100" 9
u -i J
s a
IZ
x
8
19
L
6
z 0
IL
<
L
u
t
w
a V
c,
u
D w
0
w
z
I
z
0
w
�Izl )
z
m
m
0
<
z
0
E W
w
z
z
m
2
2
F-
o
u
u
Z)
x
w
T
0
0
fp
0
0
(L)
w
z
W
0
0
<
0
x
w
u
IL
IL
0
1�
3:
W
W
w
U
w
LL
w
0
w
c,
u
D w
0
w
z
I
z
�Izl )
z
m
<
a
w
E W
>
o
uj
ad
ci
x
z
0
0
0
0
(L)
:e
z
m
<
0
w
w
z
1�
3:
W
0
LL
0
w
IL
z
w
z
<
2
a
fa
c,
I
�Izl )
uj
ad
ci
z
0
0
0
0
(L)
:e
w
z
w
w lK
w
IL 4.
61Z
Ll
tr
k. -Y
4L