HomeMy WebLinkAboutBuilding Permit # 3/29/2016 e10 R T#1
BUILDING PERMIT
TOWN OF NORTH ANDOVER °
APPLICATION FOR PLAN EXAMINATION i
Permit NO: Date Received
'A
Date Issued:
�SS�caus���y
IMPORTANT:,Applicant must complete all items on this page
LOCATION 46 Holly Ridge Rd.;
Print
PROPERTY OWNER Paul W.Bodet
038-0251 Print
MAP NO: 210 PARCEL: 0000 ZONING DISTRICT: Historic District yes no
O 1 Machine Shop Village yes no
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
New Building One family
Addition Two or more family Industrial
Alteration No. of units: Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
❑Septic ❑Well ❑ Floodplain C]Wetlands ❑ Watershed District
❑Water/Sewer
d
Installation of a safe and code compliant, grid tied PV solar system on and existing residential roof. 1
o-)
Identification Please Type or Print Clearly)
OWNER: Name: Paul W. Bodet Phone: 617-953-8817
Address: 46 Holly Ridge Rd. North Andover, MA 01845
CONTRACTOR, Name: Skyline Solar LLC Phone: 7323543111
Address:
124 Turnpike St.Ste 10.W. Bridgewater,MA 02379
Supervisor's Construction License: Exp. Date:
CS-027047 11/9/17
Home Improvement License: Exp. Date:
172284 6/7/16
ARCHITECT/ENGINEER Phone:
Address: Reg. No.
FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Co t: $ 28,000 FEE: $336.00
Check No.: Receipt No.: 6 k I k
NOTE: Persons contracting w' t unregistered contractors do not have access to the guaranty fund
6Signature of Agent/Owner 904—° Signature of contractor
NOKTH
Town of Andover
it AO
No.
yy ih ver, Mass 2%
T O LANE 1 ' '
COCNICNCWICK
S U
BOARD OF HEALTH
Food/Kitchen
PERT L �D Septic System
THIS CERTIFIES THAT BUILDING INSPECTOR
.............. ... ........ .. ...... ......has permission to erect.......................... buildin on ...... .. ... .... ... ....lik
.. .. Iw o
Foundation
Rough
to be occupied as .. �.......... .. . . ........ .. ... .. .......7 �................ Chimney
provided that the person accepting this permit shall in every resp ct conform to the terms of the application Final
on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and
Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
UNLESS CONSTRUCTION STARTS Rough
/ Service
......... ...... ......... ... ...... ,...........................PECTOR...... Final
BUILD S
GAS INSPECTOR
Occupancy Permit Required to Occupy Building Rough
Islay in a Conspicuous Place on the Premises — Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
Smoke Det.
I AL/ sunGEV11TY'
a
A11',"' P 14
February 9, 2016
Subject: Structural Certification for Installation of Solar Panels
,Job #: 2317397
Client: Bodet
Address: 46 Holly Ridge Rd, North Andover, MA 01845
To Whom It May Concern,
A field observation and design check of the subject property was conducted to
determine the suitability of the existing roof structure to support the installation of
solar panels.
From the field observation of the property, the existing roof structure was
observed as follows:
The existing roof structure consists of composition shingles over plywood
sheathing that is supported by 2x8 roof rafters spaced at 16" on center. "The
rafters are sloped at approximately 40 degrees and have a maximum projected
horizontal span of 13'-4" at Array 1 and 12'-3" at Array 2 between load bearing
walls.
Utilizing the information determined from the field observation, the attached
structural calculations have been prepared for the subject property in accordance
with the following design criteria:
Applicable Codes: 2009 IBC, ASCE 7-05 and 2005 NDS
Basic Wind Speed = 100 mph
Exposure Category = B
Ground Snow Load = 50 psf
As a result of the completed field observation and design check, I certify that the
capacity of the existing roof structure that directly Supports the additional loading
due to the installation of solar panel Supports arid modules has been reviewed
and determined to meet or exceed the requirements ofthe 2009 International
Building Code.
OF AfA,
Please feel 'free to contact me at (510) 496-4422 with any further questions or JANYCE
concerns regarding this project. AKIKO
SPENCER
Sincerely, CIVIL
NO. 51861
PST
/0NAL_
Janyce Spencer, PE
66 Franklin Stl'010t, Suite 310 510.496.5500 866.SUN.4ALL..
Oakland,CA 94607 USA f 510.496,5501 VIV 1111V V/1,U,E I kj ol,VH c( n I
a SWIGEVrry'
Ji I ' 'f,",
d/b/n '451/1 (7"FM/ P r, F r..... I" '�f I,V
Structural Calculations
for the Solar Panel Addition at
The Bodet Residence
46 Holly Ridge Road, North Andover, MA 01845
OF
A E
AKIKO
SPENCER ZA
CML
NO. 51861
0/STV-
L
02M 4,01,
February 9, 2016
Date Signed
66 Franklin Street, SUito 310 510 496.5500 866.SUNAALL
Oakland, CA 94607 USA 510 496.5501 rom
10 client: Bodet
Sheet No.
U
P
s u nGEVITY' Sungevity#: 2317397
r
E 1,
F Date: 2/9/2016
QMVITY LOADS
Roof Angle = 40 degrees
Composition Shingle 4
Plywood 2
M Nominal Rafters @ '16 in a: c. 2.27
U-
0 Vaulted Ceiling 0
Crr Misc.
Total Dead Load (pso = 10.00
Total Adjusted Dead Load (pso = 13.05
Total Live Load (psf) = 20 (Roof#ve load is not required in areas covered by Pl/array)
Photovoltaic System (pso 2.8 2.8 2.8
Standoff Trib Width in X-direction (ft) 2 4 6
>0 Standoff Trib Width in Y-direction (ft) 2.7 2.7 2.7
Standoff Tributary Area (ft 2 5.4 10.8 16.2
Point Load of Standoff(Ibs) =1 16 1 31 1 46
Wood Siding 3
u) 2x4 Studs @ 16" o.c.
-j—j
5/8" Plywood 2
Insulation
Gypsum Board 2,5
Misc. 0,41
L Total Dead Load (psf) = 10
Gypsum Board 2,5
2x4 Studs @ 16" o.c. 1
Insulation
Gypsum Board 2.5
Misc. 0,91
Total Dead Load (pso = 8
client: Bodet Sheetmu
�� 8U �� �� �� �� 0 �-��^
�� �� U � �� �� �� n � � avngewty#: 23173S7
E r�8�����-�� �����UiFA��E Date: 2/9/2016 2
WIND CALCULATIONS
Per ASCE 7-/0Components and CladdI?y
Design Input:
Risk Category= ||
Wind Speed, V= 100 mph Figure 26.5-1A
Exposure Category= B Section 26.7.3
Roof Slope = 40 degrees
Mean Roof Height= 25 ft
Building Least Width = 54 ft
Effective Wind Area = 175 *u
Velocity Pressure:
q» = 0,00256 K,Kt Kd V2
K, = 0.7 Table 30.3-1
K~ = 1.0 Section 26.8.2
Ka = 0.85 Table 26.6-1
V = 100 mph See above
qx-nummu/ = 15.23 paf Nmn//ne//unhachoo*oV uplift �
qx'ues/un = 9.14p»f Design (fach»ned) uplift based onallowable stress
design basic load combination #5 =(7+O.6N/
Load at Standoffs:
Zone 1 Zone 2 Zone 3 Zones 1-3
�
Standoff Spacing in Y-direction (ft) = 23 2.7 2.7 2.7 Load at Standoffs (Ibs) = -99 -119 -119 89 Maximum Standoff Uplift= '110 lbs
Standoff Uplift Capacity= 732 lbs
D/C = 0.163 Standoff Okay
Fastener Capacity Check:
Fastener= 5/16' diernehsr |e0 screw
Number ofFasteners = 1
Min. Embedment Depth = 2,5 in
Wood Speuiea = Sp/uoeFir I-I\ne
Specific Gravity, {S = O42 Per 2OY2ND8Table YY.3.3A
VVithdraw| Capacity Per Inch = 205 |bs/in Per 2OY2NDS Table YY.2A
Load Duration Foc(or, Co = 1�6 Per 20Y2NDS Table 2.3.2
Fasteners Capacity 819 lbs
D/C = 0.15 Fasteners Okay
®r ON,FF Client: Bodet Sheet No.
%S L) nG E V ITY' Sungevity#: 2317397
"J'aw "v,
POPPI/I Date: 2/9/2016 3
Existing Structure Check
Per 2012 IBC Chapter 34, Section 3403.4
Weight of Existing Building
Weight (psf) Area (ft') Weight (Ibs)
0 Roof DL 13.05 2699 35,218
g Ceiling DL 6 2699 116,194
u) Exterior Walls 10 944 9,440 Assuming 8'-0"Wall Height
R Interior Walls 1 8 944 1 7,552 lAssuming 8'-0"Wall Height
W j
Total Existing Weight of Building = 68,404
Weight of PV System E: Weight (psf)-"-- .1 Area (fe) Weight (Ibs)
> PV 2.8 1 543 1,519
M I Total Weight of PV System = 1,519
Comparison Check
10% of Existing Weight of Building (Allowed) = 6,840 lbs
Total Weight of PV System (Actual) = 1,519 lbs
% Increase= 2.2 %
Seismic Upgrade is Not Necessary
rgo/m/p,M/041,&VIO" client: Bodet Sheet No,
SUfIGEVI "I"Y' Sungevity ft: 2317397
F G
J'I F Date: 2/9/2016
Snow Loads
Per ASCE 7-10, Chapter
Sloped Roof Snow Loads, p.,
Roof Angle = 40 degrees
ps = C.pf= Cs (0.7) Ce Ct IS Pg Equations 7.4-1 and 7.3-1
CS = 1.000 Figure 7-2a
Ce = 0.9 Table 7-2
Ct= 1.0 Table 7-3
Is = 1.0 Table 1.5-2
Pg = 50.0 Psf Ground Snow Load
Ps = 31.5 psf
Overall Sloped Length: 19'9 1/8"
+CY 0
10.07rr1
rr
1-3- 13'6"
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System Roof
Member Reaction(lbs) 447 @ 14'6 1/2" 2231(3.50") Passed(20%) -_ 1.0 D+1.0 S(Alt Spans) Member Type Joist
Shear(lbs) 404 @ 2'1/16" 1126 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-lbs) 1441 @ 8'1" 1521 Passed(95%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC
Live Load Defl.(in) 0.711 @ 7'11 3/4" 0.858 Passed(L/289) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASO
Total Load Defl.(in) 1.135 @ 7'It 13/16" 1,144 Passed(L/181) 1.0 D+1.0 S(Alt Spans) Member Pitch:10.07/12
Defection criteria:LL(L/240)and TL(L/180).
Overhang deflection criteria:LL(2L/240)and TL(2L/180).
Bracing(Lu):All compression edges(top and bottom)must be braced at 3'13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
A 15%increase in the moment capacity has been added to account for repetitive member usage.
Applicable calculations are based on NDS.
Bearing Length Loads to Supports(lbs)
Supports Total Available Required Dead Roof Snow Wind Total Accessories
Live
1-Beveled Plate-SPF 3.50" 150" 1.50" 186 26 338 -149 550/-149 Blocking
2-Beveled Plate-SPF 3.50" 3,50" 1.501, 164 37 283 -168 1 484/-168 Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Dead Roof Live Snow Wind
Loads Location Spacing (0.90) (non-snow:1.25) (1.15) (1.60) Comments
1-Uniform(PSF) 0 to 14'9" 16" 10.0 - 31-5 Roof
2-Uniform(PSF) 0 to 101, 16" - 20.0 - Roof
3-Uniform(PSF) 13'3"to 14'9" 16" 20.0 Roof
4-Point(lb)_ 1110.1 N/A - -
5-Point(b) 3'11" N/A 31 -99
6-Point(11h) 6' N/A -
7-Point(b) 8'1" N/A 31 -99
8-Point(lb) 10'2" N/A - -
9-Point(lb) 12'3" N/A 31 -119
Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details,
(www.woodbyvvy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in
accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx,
The product application,input design loads,dimensions and support information have been provided by]Spencer
...................__............ ................ .......... .............................. .................
Forte SoItwaro Opmmoi Job Notes 2/9/20 1 9 40 22 AM
i-orto v5 0, Desk n Di inn V6,4 0 40
-16 1 loly; 0m, ,c'ml HOW-r 1, 11
Overall Sloped Length: 19'9 1/8"
10.07[�L2
1-3- i13'6"
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System Roof
Member Reaction(lbs) 433 @ 14'6 1/2"- 2231(3.50") Passed(19%) -_ 1.0 D+1.0 S(Alt Spans) Member Type Joist
Shear(lbs) 408 @ 2'1/16" 1126 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-lbs) 1411 @ 7'11 7/8" 1521 Passed(93%) 1.15 1.0 D+I Building Code:IBC
Live Load Defl.(in) 0.711 @ 7'113/4" 0.858 Passed(L/289) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD
Total Load Defl.(in) 1.121 @ 7'113/4" 1.144 Passed(L/1814) L J 1.0 D+1.0 S(Alt Spans) Member Pitch:10.07/12
Deflection criteria:LL(L/240)and TL(L/180).
Overhang deflection criteria:LL(2L/240)and TL(21_/180),
Bracing(Lu):All compression edges(top and bottom)must be braced at 3'7 5/8"o/c unless detailed otherwise,Proper attachment and positioning of lateral
bracing is required to achieve member stability.
A 15%increase in the moment capacity has been added to account for repetitive member usage.
Applicable calculations are based on NDS.
Bearing Length Loads to Supports(lbs)
Supports Total Available Required Dead Roof Live Snow Wind Total Accessories
I
1-Beveled Plate-SEE 3.50" 3.50" 1,50" 200 26 338 -212 564/-212 Blocking
2-Beveled Plate-SPF_ 3.50" 3.50"— 1.501, 149 _ 37 283 -105 469/-105 Blocking
-Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed,
Dead Roof Live snow
Loads Location Spacing (0.90) (non-snow:1,25) (1,60) Comments
1-Uniform(PSF) 0 to 14'9" 16" 10.0 - 31.5 Roof
2-Uniform(PSF) 0 to TO- 16" - 20.0 - Roof
3-Uniform(PSF) ITT'to 14'9" 16" - 20.0 Roof
4-Point(Ib) N/A 31 - -119
5-Point(1b) 3'11" N/A - -
6-Point(lb) 6' N/A 31 -99
7-Point(lb) 8111, N/A - -
8-Point(b) 10'2" N/A 31 -99
9-Point(1b) 12'3" N/A - -
Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www,woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in
accordance with applicable ASTM standards. For current code evaluation reports refer to tittp://www.woodbywy.com/services/s.CodeReports.aspx,
The product application,input design loads,dimensions and support information have been provided by]Spencer
Fwte";Cqivllve Opomtol Job NoN's' 2/9/2>O 1(3 9 16 d 9 NA
I o0c'V5 0, Do'si�gn Filyine V('-';1 0 40
rtuu n, t"7-folly rldw i?'md
4"101H'It' t,.3(-,)DF f , 1 4 rF
Overall Sloped Length: 1
rt
10.071_L2
IX I
11 I
II
V3' 12'5"
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results — Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System Roof
Member Reaction(lbs) 576 @ V4 3/4" 2913(3.50" Passed(20%) 1.0 D+1.0 S(All Spans) Member Type Joist
S ( _)
Shear(lbs) — 440 @ 2'1/16" 1126 Passed(390%) 1�1.15 1�1.0 D+L0 S(All Spans) Building Use:Residential
Moment(Ft-lbs) 1360 @ 7'4 I/IE d "'/0) 1.0 D+1.0 S(Alt Spans) Building Code:IBC
Live Load Delf.(in) n (§/264]) IMI
Total Load
Design
(in) 0.902 @ T 4 5/8" Passed(2L/264) 1.0 D+1.0 W(All Spans) Design Methodology:ASD
— L 1.050 Passed(L/210) 1.0 D+ 1.0 S(Alt Spans) Member Pitch:10.07112
Deflection criteria:ILL(L/210)and TL(L/180).
Overhang deflection criteria:LL(0.2")and TL(2L/180).
Bracing(Lu):All compression edges(top and bottom)must be braced at 4'4 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
A 15%increase in the moment capacity has been added to account for repetitive member usage.
Applicable calculations are based on NDS.
Bearing—Length Loads to Supports(lbs)
Supports Total Available Required Dead Roof Snow Wind Total Accessories
Live
_
I-Beveled Plate-SPF 3.50" 1.50" TT
so- 260 45 5 - 620/-298 Blocking
1_- ---
2-Beveled Plate-SPF
3.50" 56
• Blocking Pa — 162 100 260 -118 522/-118 Blocking
Panels
are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Dead Roof Live Snow Wind
Loads Location Spacing (0.90) (non-snow;1.25) (1.60) Comments
1-Uniform(PSF) 0 to 13'8" 16" 10.0
31.5 Roof
2-Uniform(PSF) 0 to 101, 16' 20.0 Roof
3-Uniform(PSF) 9'1"to 13'8" 16' 20.0 R0000
f
4-Point(lb) N/A 46
-119
5-Point(11b) 3'11" N/A 46 -99
6-Point(lb) 6' N/A 46 -99
7-Point(lb) 8111,
N/A 46 99
Weyerhaeuser Notes
SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in
accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application,input design loads,dimensions and support information have been provided by JSpencer
te S 0ma re Opey aPor Jou Note" P/„)/20 l(3 9 15 33 AM
Folte vi,0 F4,,sign Fngjjj(y \/(j.1 (,)�1()
1(�! 'Ay H"'�d
' M"�
in”' F300L 1 4/1
Skyline Solar
HOMEOWNERS AUTHORIZATION FORM
Addendum to Contract
IPaul W. Bodet
(print name)
am the owner of the property located at address:
46 Holly Ridge Rd. North Andover, MA 01845
(print address)
I hereby authorize Skyline Solar to act as my Agent for the limited purpose of
applying for and obtaining local building and other permits from the
Authority Having Jurisdiction as required for the installation of a Photovoltaic
System located on my Property.
Customer Signature: Electronic Signature Accepted/Addendum to Contract
Date: 2/15/15
Sign Name: �A;�q�
Skyline Solar LLC
139 Glendale Ave.
Edison,NJ 08817
HIC - 13VH0613060
Connecticut Office
121 A North Plains Industrial Rd.
Wallingford, CT 06457
HIC.0632594
Massachusetts Office
124 Turnpike St. Suite 10
West Bridgewater, MA 02379
HIC -172284
1 2 3 4 5
SHEET INDEX
PHOTOVOLTAIC SYSTEM
PV0.0 COVER AND SITE PLAN
PV1.0 GENERAL NOTES
SYSTEM SIZE: PV2.0-PV2.1 ARRAY LAYOUT
AC/DC kW STC: 7.012kW\7.905kW PV3.0 LINE DIAGRAM
PV4.0 LABELS
EQUIPMENT:
A A
PV MODULES: (31)Trina Solar TSM-255 PD05.05 HOLLY RIDGE ROAD
KEY:
INVERTER(S): (1)SolarEdge SE760OA-US FUSIBLE AC DISCONNECT&(E)MSP ---- PROPERTY UNE
INSIDE BASEMENT —--- CONDUIT RUN Q INVERTER
DRIVEWAY 0 SUBPANEL
SCOPE OF WORK: -- ------ FENCE O DC DISCONNECT
FIRE CLEARANCE O AC DISCONNECT
INSTALLATION OF A SAFE AND CODE-COMPLIANT -- - STRUCTURAL
GRID-TIED SOLAR PV SYSTEM ON AN EXISTING UPGRADES BB JUNCTION BOX
RESIDENTIAL ROOF TOP. ,_.�, Q SOUR MODULE E MONITORING UNIT
!' MAIN SERVICE PANEL 0 COMBINER BOX
p0 �
N� o
M PIC- UTILITY METER ROOF
�\ Q PV METER OBSTRUCTION
APPLICABLE CODES:
2014 NEC
DRIVEWAY 2009 INTERNATIONAL CODES WITH MA
AMENDMENTS
LL
O
f
B � CONTRACTOR INFORMATION: B
SKYLINE SOLAR NORTHBOROUGH
35 MILL STREET CENTRAL
MARLBOROUGH,MA 01752
R y1
P ROOF JURISDICTIONAL INFORMATION:
NORTH ANDOVER,TOWN OF
ROOF MOUNTED CONDUIT,TYP. 1600 OSGOOD ST.
o o NORTH ANDOVER,MA 01845
NOTES TO INSTALLER:
I � _
FOR INSTALLER USE ONLY
POST INSTALL SUNEYES REQUIRED? YES
- I CERTIFY THAT NO CHANGES HAVE C
-- BEEN MADE TO THE ARRAY LAYOUT:
CUSTOMER INFORMATION:
PAUL W BODET
46 HOLLY RIDGE RD
NORTH ANDOVER,MA 01845
SITE PLAN N (617)953-8817/#2317397
SCALE: 3/37'=V-0"
DESIGNED BY:IREV#:I DATE:
MMORALES 1 0 1 2/8/16 PV-0.0
SUNOEVRY INC.60 FRANKLIN ST SUITE SII OAa.ANO,CA M117 ByMMORALES Do —1—D-1-231TSB7 BVI Sh.19iza:11.17 THESE DRAWINGS,SPECIFICATIONS.AND DESIGNS ARE THE PROPERTYOF SUNGEVITYINC.NO PART SHALL BE COPIEDOR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROTECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT
1 1 2 1 3 4 5
GENERAL NOTES. ELECTRICAL NOTES:
GENERAL NOTES: El.ALL EQUIPMENT IS LISTED FOR USE.
N1.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC.
RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE
NOTED OR STANDARDIZED. NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY.
N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY
A N3.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT DE-ENERGIZE ITS OUTPUTTO THE CONNECTED ELECTRICAL PRODUCTION AND A
DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN
EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE UNTILTHE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK
PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE VOLTAGE HAS BEEN RESTORED.
STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION.
ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT
LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM.
CALCULATED AT THAT COMPONENT.
N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 3R RATED. E7.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE
N5.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR PROPERLY GROUNDED.
OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. E8.DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM.
N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE
6"ABOVE FLUSH VENTS.
DISCONNECT EQUIPMENT MIGHT BE ENERGIZED.
N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES
REQUIREMENTS GIVEN BY UTILITY COMPANIES. OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL
N8.FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. REQUIREMENTS.
N9.ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO Ell.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING:
B REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL B
REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT.THIS MAY ENCOMPASS "WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC
LANGUAGE INCLUDING,BUT NOT LIMITED TO,THAT FOUND IN NEC ARTICLES SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED."
690.5(C),690.14(C)(2),690.17,690.53,690.35(F), 690.54,690.64(6)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECTAND DEVICE
705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE.
N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION
N11.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE.
REFERENCES. E13.ALL METALLIC RACEWAYS AND EQUIPMENTSHALL BE BONDED AND ELECTRICALLY
N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS.
LICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC.
ITEMS ON THIS PLAN. E15.BACKFED SOLAR BREAKER(S)SHALL BE INSTALLED AT THE OPPOSITE END OF THE
N13.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER.
E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO
STRUCTURAL NOTES: TEMPERATURE DERATING AND LOCATION.
Sl.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT E17.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE
SHALL BE ACCURATELY SPACED. STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS.
C
S2.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE E18.DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED
LOAD AMONGST RAFTERS. E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED CUSTOMER INFORMATION:
S3.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN PAUL W BODET
LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING 46 HOLLY RIDGE RD
BOLTS. NORTH ANDOVER,MA 01845
E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (617)953-8817/#2317397
NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL.
DESIGNED BY: REV#: DATE:
PV-1.0
MMORALES 1 0 1 2/8/16
SUNGEVIEY wC.11 FHANKLIN ST SUITE 610 I-G,CA 1117 By MMORALEI C.P. A-1-71171171V1 11.1 111 11- THESE-NGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTYOF SUNGEVIT-C.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORH OTHER THAN THE SPECIFIC RECIECT FOR MICH THEY HAVE BEEN DEVELOPED-ROUT OUR WRITTEN CONSENT
1 2 3 4 5
MODULE SPECIFICATIONS
(31)Tnna Solar TSM-255 P005.05
MODULE WEIGHT: 41
MODULE LENGTH: 64.95
MODULE WIDTH: 39.05
ROOF SPECS
RAFTER SIZE: 2Xa NOMINAL
RAFTER SPAN: 13' 4"
RAFTER SPACING: 16-
ROOF MATERIAL: COMPOSITE SHINGLE
ARRAY SPECS
-- - -' NUMBER OF MODULES: 23
A
TOTAL MOD.WEIGHT(Ibs): 943 A
RACKING WEIGHT(Ibs): 161
ARRAY WEIGHT(Ibs): 1104
ARRAY AREA(sgft): 405.1
ARRAY DEAD LOAD(Ibs/sgft): 2.7
tO NUMBER OF MOUNTS: 47
LOAD PER MOUNT(Ibs): 23.5
ARRAY AZIMUTH(') 165
O ARRAY TILT(-) 40
NUMBER OF FLOORS 2
O
32._9.. 14'
. ARRAY 1 LAYOUT
B B
NOTE:
MODULES SHALL NOT BE GREATER THAN 8
SYMBOL KEY:
INCHES ABOVE ROOF COVERING
------- RAIL
RAFTERS
ROOF
FIRE CLEARANCE
STRING CONFIG.
STRUCTURAL
UPGRADES
SOLAR MODULE ® SOLAR MODULE
MOUNT
® SKYLIGHT
IRONRIDGE XR10 ® CHIMNEY
PLUMBING OR
L-FOOT SH OF ldgs AT-,C VENT
QMSE-LAG SHINGLE IANYCEG C3 ATTIC VENT C
COMPOSITE SHINGLE AKIKO
5"X 5116"-LAG SPENCER CUSTOMER INFORMATION:
2.5"MIN.EMBEDMENT PER
SCREW � NO.51861 PAUL W BODET
2X8 NOMINAL,16 O.C. �FGI ER�`Q � 46 HOLLY RIDGE RD
FS ST NORTH ANDOVER,MA 01845
$jONAL (617)953-8817/#2317397
MOUNTING DETAIL
2
SCALE: NTS DESIGNED 8Y: REV#: DATE:
PV-2.0
v MMORALES 1 0 1 218/16
SuweEvm rwe.be EcaNRUN sr su:TE»e cnawue cn aaew ar:niaroRn;ES D:E:—!o:A��":azee;-:air,TseT snzM s:-�+..� THESE DRnwrvcs.sPEciEi;a�Ows.u,D OEs�cwsnRErnEPROPERTvoFswcEvnv iN_.NO PART SHUL SE COPIED OR USED FOR OR WTI ANY OTHER WORT—ER TIaw TIE SPE-11IROXIT FOR-1 THEY IWE BEEN DFIE—EN WMONT OUPthRRTEN CONSENT
1 2 3 4 5
MODULE SPECIFICATIONS
(31)TED.Soiar TSM-255 PDO5.05
MODULE WEIGHT: 41
MODULE LENGTH: 64.95
MODULE WIDTH: 39.05
ROOF 2SPECS
RAFTER SIZE: 2X8 NOMINAL
RAFTER SPAN: 12'-3-
RAFTER
2'-3"RAFTER SPACING: 16"
ROOF MATERIAL: COMPOSITE SHINGLE
ARRAY 2 SPECS
NUMBER OF MODULES: 8
A TOTAL MOD.WEIGHT(lbs): 328 A
RACKING WEIGHT(lbs): 61.5
ARRAY WEIGHT(lbs): 389.5
ARRAY AREA(Sgft): 140.9
ARRAY DEAD LOAD(Ibs/Sgft): 2.8
NUMBER OF MOUNTS: 18
-- -- LOAD PER MOUNT(Ibs): 21.6
o RRRAV AZIMUTH(") 75
ARRAY TlLTO 40
NUMBER OF FLOORS 2
8' 16'-4"
RPLAY 2 LAYOUT
9
SCALE: 3116"=1'-0"
B B
NOTE:
MODULES SHALL NOT BE GREATER THAN 8
INCHES ABOVE ROOF COVERING SYMBOL KEY:
------- RAIL
RAFTERS
ROOF
FIRE CLEARANCE
J', STRING CONFIG,
STRUCTURAL
UPGRADES
SOLAR MODULE 0 ® SOLAR MODULE
® MOUNT
® SKYLIGHT
IRONRIDGE XR10 ® CHIMNEY
L-FOOT �E PLUMBING OR
QMSE-LAG SHINGLE �,t� ATTIC VENT C
.IANYCE Y/ Q ATTIC VENT
COMPOSITE SHINGLE AKIKO
5" X 5/16"-LAG SPENCER V, CUSTOMER INFORMATION:
25"MIN.EMBEDMENT PER CML
SCREW . NO.51661 PAUL W BODET
2X8 NOMINAL,16 O.C. "2FC4c� 01 46 HOLLY RIDGE RD
IST NORTH ANDOVER,MA 01845
F10HAL E \ (617)953-8817/#2317397
2 Q TING DETAIL
SCALE: NTS DESIGNED BY: REV#: DATE:
PV-2.1
n MMORALES 1 0 1 2/8/16
SUNOEVDYINC 16 FRANKLIN S.SUITE»COaKthYO.CA-.07 _,U.MORtr.ES Dam.Lcenaan:Bmc.-2317217 Snnn S.a.I1z17 THESEORAWINIS sPECIFlCAD0N5.ANO DESIGNS ARE THE PROPERTYOFSWOEVRY INC.40 PARS—L BE COPIED OR USED FOR ORw11N AW OBER WORK OTHER—THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WUT OUR WR.TTEN CON5E4i
1 2 3 4 5
ELECTRICAL KEY: MODULE ELECTRICAL SPECIFICATIONS
(31)Trina Solar TSM-255 PD05.05
11 BREAKER SHORT CIRCUIT CURRENT(ISO): 8.88
�— SWITCH OPEN CIRCUIT VOLTAGE(Voc): 38.1
Q SCREW TERMINAL OPERATING CURRENT(IMP): 8.37
m FUSE OPERATING VOLTAGE(VMP): 30.5
O SPLICE MAX SERIES FUSE RATING: 15
lw EARTH GROUND STC RATING: EtE 255
/77 CHASSIS GROUND PTC RATING: 232
——— GEC DESIGN CONDITIONS
EGC HIGHEST 2%DB DESIGN TEMP("C): 32
MIN.MEAN EXTREME ANNUAL DB("C): -78
A INVERTER 1 SPECIFICATIONS ,A
SOLAREDGE SE760OA-US
RATED WATTS(EACH): 7600
AC OPERATING VOLTAGE(V): 240
AC OPERATING CURRENT(A): 32
NUMBER OF MEET CHANNELS D
INVERTER EFFICIENCY: 0.975
INTEGRATED DC DISCONNECT
INVERTER 1 INPUT SPECIFICATIONS
NOMINAL CURRENT PER STRING(IFOm):
(3)#B THWN-2 (3)#8 THWN-2 (3)#8Tl VWK-2 (3)#6 THWN-2 NOMINAL VOLTAGE(Vnom): 350
(4)#10 PV-Wire (4)#10T WN-2 11)#B GEC (1)#8 GEC (1)#8 GEC (1)#8 GEC MAX SYSTEM VOLTAGE(Vmax): Soo
(1)#10 EGG (1)#10 EGG 3/4'EMT 3/4"EMT 3/4"EMT 3/4"EMT
FREE AIR 3/4"EMT MAX CURRENT PER STRING(Imam): 15
METER MAX INPUT CIRCUIT CURRENT(Imax): 30
NIS 76DOA-US AG DISCONNECT, SO PLY SIDE CONNECTION POLARIS BLOCK ORSIMIIAR WITH
INVERTER W/INTEGRATED 60AMP' 250VAC RATED UL LISTED AND
DC DISCONNECTS NON-FUSIBLE.C-H 60A.p,AC F-Ibl. APPROVED CONNECTOR
DG222URU 60Amp,Fusible
———-- MEET 1 200A MAIN BREAKER
1 STRIN60F LOCUS 40A FUSE pV
15 MODULES -AC METER
OPT.CURRENT=10.93A 11 DC OUTPUT LOAD LINE LOAD LINE
1 STRING OF MPPT 2
16 MODULES \ IE)LOADS
OPT.CURRENT=11.66A INVERTER I (E)200A Sl' ns MSP
————— I(E)LOADS 240V 2P 3-
BL------ B
I
y
(IF APPLICABLE)
MIN.NEMA3R UL LISTED JUNCTION
BOX WITH 90-C TERMINAL I—INGS DEC IRREVERSIBLY SPLICED TO
LOCATED ON ROOF EXISTING DEC OR BONDED DIRECTLY
TO EXISTING GROUNDING ELECTRODE
Ci
Inom=(16 x 255W)/350V=11.7A CONDUIT ELEVATION:1/2 TO 3-1/2"=22'C 31 MODULES TOTAL
OPERATING VOLTAGE=350VDC(REGULATED) HIGH AMBIENT TEMPERATURE:32°C 31 x 232(PTC WATTS)x 0.975=7012 CEC WATTS CUSTOMER INFORMATION:
EXTREME LOW:-18°C PAUL W BODET
200 x 1.2=240 ROOFTOP AMBIENT TEMP(Tcorr):54°C=0.76 SE760OA-US MAX OUTPUT CURRENT=32A
240-200(MCB)=40A CONDUIT FILL(Cfifl):0.8 BREAKER SIZE=32A x 1.25=40A=>40A 46 HOLLY RIDGE RD
MAX ALLOWABLE AC PV BREAKER=40A NORTH ANDOVER,MA 01845
CONTINUOUS USE=Imax'1.25=15A (617)953-8817/#2317397
CONDITIONS OF USE=Imax/Tcorr/Cfill
=15A/0.76/0.8=24.67A
CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE:
INSTALLATION SHALL USE MIN.#10 AWG PV-3.0
MMORALES 1 0 1 2/8/16
SUNOEVRY INC.11 FRANKLIN ST SUITE SIO 0AKLN3D.CA 90807 B,MMORALFS D°ro:—L.I..o:B°dl-23173175 Sh.WSIx°:IUY7 THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGEVOY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT
1 2 1 3 4 5
NEC 690.5(c) NEC 690.31(E)3&4;2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE
PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED
GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 32
AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240
MAIN SERVICE DISCONNECT
WA
RNING INVERTER 1 DC DISCONNECT
PHOTOVOLTAIC SYSTEM DISCONNECT
WARNING
ELECTRIC SHOCK HAZARD RATED MAX POWER POINT CURRENT(Imp): 22.6
AIF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 A
NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500
MAY BE UNGROUNDED AND ENERGIZED SOURCE
SHORT CIRCUIT CURRENT(Isc): 11.1
NEC 690.35(F)
NEC 690.17(E) PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX,
PLACE THIS LABEL ON ALL DISCONNECTING DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED
MEANS WHERE ENERGIZED IN AN OPEN POSITION CIRCUITS MAY BE EXPOSED DURING SERVICE:
WARNING WARNING
ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD
DO NOT TOUCH TERMINALS
TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS
SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
POSITION AND MAY BE ENERGIZED
NEC 705.12(D)(2)(b)
B PLACE THIS LABEL AT P.O.C.TO SERVICE B
DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND
SUBPANEL IF APPLICABLE))
WARNING NOTE:
OUTSIDE LABELING OF SYSTEM COMPONENTS AND
INVERTER OUTPUT CONNECTION METERS IS TO BE DONE IN A WAY SUITABLE FOR THE
DO NOT RELOCATE THIS ENVIRONMENT IN WHICH THE EQUIPMENT IS
OVERCURRENT DEVICE INSTALLED.NO STICKERS ARE PERMITTED.
NEC 705.12(D)(3)
PLACE LABEL ON ALL EQUIPMENT CONTAINING
OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER
TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE
SOURCES.
UTION
CONTAINS MULTIPLE POWER
SOURCES CUSTOMER INFORMATION:
PAUL W BODET
46 HOLLY RIDGE RD
NOTE:
01845
BACKGROUND AND LETTERING COLORS FOR NORTH ANDOVER,
SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF (617)953-8817/#231177 39977
PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS,
STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS DESIGNED BY: REV#: DATE:
INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. PV_4.0
MMORALES 1 0 1 2/6/16
9UNOISNTY INC.66 FRANKLIN STSUITE 319OAKLAND,CA1117 By:MMORALES Doto:—Lar 11-B.dl 23171975x1 Sh-Silo:11.17 THESE—INGS.SPECIFICATIONS.AND DESIGNS ARE THE PROP—OF SUNGEVITV INC,NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT
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CERTIFICATE OF COMPLIANCE CERTIFICATE OF COMPLIANCE
Certificate Number 20140630-E306515 Certificate Number 20140630-E306515
Report Reference E306515-20121213 Report Reference E306515-20121213
Issue Date 2014-JUNE-30 Issue Date 2014-JUNE-30
Issued to: TRINA SOLAR LTD he modules -. tn tiea_ _. = tru as .ay b, :: _ rye_., p-
_-_ i�r+< __ p ...._.n.._ o-odec �._�y � _.moo del-c, tubs:
2 TIAN HE RD,ELECTRONICS PARK NEW DISTRICT,
CHANGZHOU,JIANGSU 213031 CHINA, Module model Sne_f_c constrLct ;n Marking
uca_ _ .,.,:: rn ..._, i-'odrle Fire
i
This is to certifythat PHOTOVOLTAIC MODULES AND PANELS WITH - w ,' e man�E:
representative samples of SYSTEM VOLTAGE RATINGS OVER 600 VOLTS _.
Refer to addendum page for Models -
_ectlo.>_ d_...ensic_...
i?e_aht:
Have been investigated by UL in accordance with the Tr,_,;,,t4 - 1._, .
Standard(s)indicated on this Certificate.
min I Fur��.g ,,r --= .,.c.;..�.; vnic
_ 1
....Fi�, Sale �__ _.2�q J._i Yur
Standard(s)for Safety: UL 1703-Standard for Safety for Flat-Plate Photovoltaic Ln i y
Modules and Panels and ULC ORD/Cl 703-01-Flat-Plate Frame:
Photovoltaic Modules and Panels. Crcss sect-ional dimesigin: 3�
Additional Information: See the UL Online Certifications Directory at
da-tabase for additional information Hess1.5-
T S
5-TS M_:i:-:`,:FD1 Sune--s ra` 3.="9. rmm nidi; Module Fire
TSN, ..___.f 0e. EVA: 0.2-_ _nim .._-c-k; �r'Ormance:
Only those products bearing the UL Listing Mark for the US and Canada should be considered as a__ _, rnn - p. e u
being covered by UL's Listing and Follow-Up Service meeting the appropriate requirements for US
and Canada.
-am
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The UL Listing Mark for the US and Canada generally includes:the UL in a circle symbol with"C" crcss c ra- jlme• _cn:
and"US"identifiers:°pt�the word"LISTED"a control number(may be alphanumeric)assigned -
by UL;and the product category name(product identifier)as indicated in the appropriate UL - `'Uavm,
Directory. Tni_,r_mess: 1.1: mm
Look for the UL Listing Mark on the product. TSM-XXXc 5 1 C Sunerszr_ v _6um _hick; Module F're
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Page 1 of 4 Page 3 of 4
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AUTHORIZATION TO MARK AUTHORIZATION TO MARK
This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Product: Utility interactive Inverter
Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Brand Name: odell e
7 mod
Report. This authorization also applies to multiple Iistee model(s) identified on the correlation page of the Listing Models:
7 ms:SE3000,SE3304,SE3800,SE5040;SE6000,SE70D0,SE7600
Report. (Option:followed by A to indicate Interface board,etc.)
This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be
applied only at the location of the Party Authorized To Apply Mark,
Applicant: SolarEdge Technologies Ltd Manufacturer: Jabil Circuit(Guangzhou)LTD
DEV EAST DISTRICT
Address: 6 Ha'Harash Street 45240 Address- 128 JUN CHENG RD
Hod Hasharon GUANGZHOU
GUANGDONG 510530 CHINA
Country: Israel Country: China
Contact. Mr.Oren Bechar or Contact: Elaine Ouyang
Mr.Meir Adest
+972 9 957 6620#293 or
Phone: +972 9 957 6620#131 Phone: 020-2805-4025/135-7023-5852
FAX: +972 9 957 6591 FAX: NA
Email: OP.EN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com
Party Authorized To Apply Mark: Same as Manufacturer
Report Issuing Office: Cortland,NY 13045
I
Control Number: 4004590 Authorized by:
for Thomas J.Patterson,Certification Manager
c o us
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Intertek
This document supersedes all previous Authorizations to Mark for the noted Report Number,
mi3x nnar�-an tan.a.r is rar v,a creta..,<o>aa:imm�ee.c�,oat aaa is G;aa�aa puruantrov,a camrau naat� .aat�+an m:an �G:am.m vat�tvaa oay or
Cy maid tr term.ani rAndl:on.r otl agree t..nsrtak as:ma ns llabiiity team Parc-c.ha;T infra the Gent mea vntnthekg-ma;,ioranra±v`ar ua2�goaacGranoc
eo Mark.Cnry(r"Uont'S auMarnad f7 pam,ttapy gar L':te Lvl not;ns nualo•gation to M.—11-oa Y.n..,Nlrty.U.at inNrtoki CeraSeaton mark ic-
asgraemontana-nMa>Nhai Any Nrmor,:s of ttx m r a praoac..r cer�an mC.
.,x apG a c Nog tg Imcrtek.n tial FaC.ary d;M aM III—up 1o,Ma puryaea at assun"ng a rink u.age Ina.eN(ot on ma NTi a-corYna unto Int
e'gmertcnL ena�a cunei tar[ia+Gurpaxs of�atluNan OaaaN eanval arW tla oat rsiiac tM Gker:of mar adigatiar!n Lnis respect.
Intertek Testing Services NA Inc.
545 East Algonquin Road,Arlington Heights,IL 60005
Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672
UL 1741 Standard for Safety for Inverters.Converters,Controllers and Interconnection System
Equipment for Use With Distributed Energy Resources,Second Edition Dated:January 28,2010
CSA C22.2 107.1 Issue:2001109101 Ed:3 General Use Power Supplies -(R2011)
Standard(s): UL SUBJECT 1699B,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection-Issue
No.2,2013101114
CSA TIL M-07,Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection-Issue
No.1.2013/03111
ATM for Report 3188027CRT-001a Page 1 of 8 ATM issued:13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued13-Nov-2014
Eo 16 3.13 ttJaml3)A.an EC 163.i5 t1.SrviJ Marda[ary
§ Q
NY 1�045
SolarEdge Technologies Ltd Letter Report 101 703554CRT-001
June 20,2014 Letter Report No,101703554CRT-001 June 20",2014
Project No.G101703554
3-ph Inverters:
Mr,Meir Adest Ph:+972.9.957.6620 o SE9KUS/SE10KUS J SE20KUS when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxmx-
SolarEdge Technologies Ltd email:meir.a@solaredge.com
6 Ha'Harash St. x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is
HOD HASHARON,ISRAEL any number;inverter part number may be followed by a suffix
Subject: ETL Evaluation of SolarEdge Products to NEC Rapid Shutdown Requirements
This letter report completes this portion of the evaluation covered by Intertek Project No.G101703554.
Dear Mr.Meir Adest,
If there are any questions regarding the results contained in this report,or any of the other services offered by
This letter represents the testing results of the below listed products to the requirements contained in the following Intertek,please do not hesitate to contact the undersigned.
standards: Please note,this Letter Report does not represent authorization for the use of any Intertek certification marks.
National Electric Code,2014,Section 690.12 requirement for rapid shutdown
Completed by: Radhe Patel Reviewed by: Howard Liu
This investigation was authorized by signed Quote 500534459 dated 05/10!2014.Rapid shutdown test were Title: Engineering Team Lead Title: Staff Engineer
perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek
personal on 06/17/2014. Signature: Signature
The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. Date June 20".2014 Date: June 201h,2014
The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt-
amperes within 10 seconds of rapid shutdown initiation.
Applicable products:
s Power optimizers:
o PBxxx-yyy-zzzz;where xxx is any number,0-9,up to a maximum value where xxx=350;yyy
could be AOB or TFI;and zzzz is any combination of four letters and numbers.
e OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9.
o Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ccc,ddd,eee is any number,0-9 to a maximum
upto aaa=300,bbb=350 ccc=500,ddd=600,eee=700.
c Pxxx,Pyyy,Pzzz,Pmmm,Pnnn and P000;where xxx,yyy,zzz is any number,0-9 to a maximum
up to xxx=300,yyy=350,zzz=500;where mmm,nnn,coo is any number,0-9 to a maximum up to
mmm=405,nnn=300,000=350
e 1-ph Inverters:
o SE3000A-US/SE3800A-USJSE5000A-USjSE6000A-USJSE760oA-US/SEl0000A-US/
SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x" which is part
of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number;
inverter part number may be followed by a suffix
Pas,1a_
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a++.i canaltam.c(:M1a adraemant lnleMka-.x.�+o Glity:a any Parcy,at ha Glent In aurorC.rtKn uM eha s!3raamant laraary lass.axpanaa ma9c aceasio+wa Sv Nc+rc
cf tros rayon.Or,tY tiv+Grant la out to Psrmhlcoyilrrg ar aimM1Eutiar.ai tM1ls mPart ana men only+n In enare:Y.AnY u:e a(ttm Intartch+uma ar a a a++C marxs tar the a!e
atlaeN`sment ar Imo:taSP:a rr5lonol,praEu.^.,or�rvitr mvsi fid ba ayP Wd In tttNnP eY IeRatt^k.TFIc aEcarva4ans v++a test resul5ln t"is renin ars falovant Pn!Y lhA aamPlo iv'rica.This
caner I<.�-Ir aea:.z.:�I,+Pr_,:n�!r,,,neroru!.Proe+�;ar.aa,w is ar he.awr a:an anxr an Imarte!:aamnoeon emaom.
c" Paga 2c1'2
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SolarEdge Power Optimizer
sola
c Module Add-On for North America
SolarEdge Power Optimizer _ _ P300 P400 P405
—da,,I, 96-11—d-I., c:-h,.film rcodules�
Module Add-On For North America
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Milagal_^'..Pe<0:tGodwe r smlaV�,losses, to pd-Gal sded n=, ..... ......... ... ......... -. .....
sb.� _.-6t-E_.I:�. ..Yt.`^I?m 5},C�il`5e;?dhv'Sn
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S.
= \ I ONRIDGE Roof Mount System - - AUTHORIZATION TO DARK
This authonzes the application of the Certification Mark(s)shown below to the models described in the Product(s)
Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing
Report.This authorization also applies to multiple listee models)identified on the correlation page of the Listing
\ Report.
This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be
applied only at the location of the Party Authorized To Apply Mark,
Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc.
� 1495 Zephyr Ave Rod
a 1435 6aechtel
Address: Address:
Hayward,CA 94544 Willits,CA 95490
OW' Country: USA Country: USA
.. 'VAS AA... ��-
Contact: Yann Schwarz Contact: Jim Norsworthy
(800)227-9523
\ Phone: Phone: (800)227-4523
V� (510}225-0973
FAX: (707)459-1833 FAX: (707)459-1833
Email: yschw m@ironridge.com Email: jnommrthy@lronndge.com
- - Party Authorized To Apply Mark: Same as Manufacturer
""10-0
"am
�..�—�------� Report Issuing Office: Lake Forest,CA "
Control Number: 4007559 Authorized by:
for Thomas J.Patterson,Certification Manager
ER CLA
SSIFIED
us
Intertek
This document supersedes all previous Authorizations to Mark for the noted Report Number
IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit
and proven in extreme environments.
Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and
is also why our products are fully certified,code compliant and backed by a 20-year warranty. Intertek Testing services NA Inc.
545 East Algonquin Rood,Arlington Heights,!L 60005
Telephone 500-345-3851 or 847-139-5667 Fax 312-283-1672
g� Strength T@Sted f Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat Plate
IN'��A\ Standard(s): Photovoltaic Modules and Panels,Issue Number:1,October 4.2010
All components evaluated for superior AKy Pre-stamped engineering letters
...... �o structural performance. ��y�� available in most states. Product: xR Rails With Integrated Grounding.
Brand Name: NIA
Models: 51-61GD-005,51-61GD-0056,515000-001,and 51-65-001
N1� Class A Fire Rating v Design Software
�.�
Certified to maintain the fire resistance ` Online tool generates a complete bill of
rating of the existing roof. Au,' materials in minutes.
integrated Grounding ` \ 20 Year Warranty
UL 2703 system eliminates separate ido Twice the protection offered by
module grounding components. � competitors.
ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:10-Nov-2014
MIDGE Integrated Grounding System Installation overview
� Install Roof Attachments
ti,
v Install appropriate roof flashing and/or standoff for roof type.
•Attach L-Feet to flashing or standoff.
Traditionally,solar modules are grounded by attaching .
lugs,bolts or clips to the module frame,then connecting prepare Rail Connections
these to a copper conductor that runs throughout the _
array This process adds time and cost to the installation. Insert splice into first rail,then secure with Grounding Strap and
and often results in improper grounding,creating self-drilling screw,
significant long-term safety risks. _
•Slide second rail over splice,then secure with apposite end of
The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling screw.
challenges by bonding modules directly to the mounting
rails_This approach eliminates separate module
Mount&Ground Rails
grounding hardware,and it creates many parallel
grounding paths throughout the array,providing Attach rails to L-Feet and level rails.
greater safety for system owners.
Grounding Mid Clamp Install one Grounding Lug per row of modules.
Each Grounding Mid Clamp pierces through the •Connect Grounding conductor.
anodized coatings of both the module frame and g LU 9 t0 grounding 9
the mounting rail to form secure electrical bonds,
which are repeated throughout the array.
Install Modules&Clamps
Install first module using End Clamps and Grounding Mid Clamps.
Install additional modules using Grounding Mid Clamps.
Finish row with a second pair of End Clamps.
Testing&Certification
The IronRidge Integrated Grounding
Cal Module Frame Compatibility
System has been tested and certified to Dimension Range
UL 2703 by Intertek Group pia
A 31.Omm-51.Omm
i
i
08mm(minimum)
UL 2703 is a proposed UL standard B 5. )
for evaluating solar module mounting Any module frames whose parameters are not liisted in the
and clamping devices.It ensures these provided table have not been tested for compatibility,
devices will maintain strong electrical and
s mechanical connections over an extended
period of time in extreme outdoor
The Grounding Clamp has proven robust in grounding 60-cell and
a 72-cell solar module frames with box construction and a range of
environments.
anodization thicknesses.
2 ` The testing process closely mirrors that
wgq"���1. Grounding Strap \, of UL 1703,the solar module testingAll solar modules listed to UL 1703 and with frame construction
0
- within the parameters stated above are compatible with the
ounding Straps aro used to standard,including temperature and
bond rail-to-rail connections. IronRidge Integrated Grounding System.
� Grounding Lug humidity cycling,electrical and mechanical
They are only required on the ty
Asin le Grounding Lu
rail with the grounding lug 9 9 9 Toad testing,and manufacturing quality
connects an entire row
- of PV modules to the reviews.
grounding conductor.
O A A \
Jp,
1� Starling Madison Lofquist, Inc.
I'k 5224 South 39"Street,Phoenix,Arizona 85040
tel:(602)438-2500 fcc.(602)438-2505 www.smieng.com
borRidge June 16,2014
Inthe basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page I of I I
the referenced specifications at the time the tests were carried out. Hayward,CA 94544
Applicant Name&Address: IronRidge,Inc. Attn:Mr.David F Taggart,Vice President Products
1495 Zephyr Ave.
Hayward,CA 94544 Subject: IronRidge XR 100 Rail,Roof Flush Mounting Svstern—Structural Analysis
USA
Product Description: XR Rails with Integrated Grounding. Dear Sir:
Ratings&Principle Fire Class Resistance Rating:
Characteristics: i-Flush—Mount(Sym Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the IronRidge XR 100 Rail for the subject solar module support system and
and 3,listed photovoltaic modules.Class A Fire Rated for Steep Slope applications with Typel, determined that, for the configurations and criteria described below, it is in compliance with the
2 and 3,listed photovoltaic modules.Tested with a 5"gap(distance between the bottom the applicable sections of the following Reference Documents:
module frame and the roof covering),per the standard this system can be installed at any gap
allowed by the manufacturers installation instructions. No perimeter guarding is required. Codes:ASCEISEI 7-10 Min.Design Loads for Buildings&Other Structures
International Building Code 2012 Edition
Models: 51-61GD-005,51-61GD-0056,51-5000-001 and 51-65-001 California Building Code 2013 Edition
Brand Name- IronRidge Roof Mount Other AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV
Relevant Standards: UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting Systems,Mounting Devices, Modules,dated Effective November 1,2012 by ICC-ES
Clamping./Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Aluminum Design Manual,2010 Edition
and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18,
2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The IronRidge XR 100 Rail is an extruded aluminum section with an overall depth of 2.438 in,and a
Verification Issuing Office: Intertek Testing Services NA,Inc. net area of 0.583 sq-hr The rails are used to support solar modules,typically,on the roof of a
8431 Murphy Drive building. See Exhibit A—attached, The rails are clamped to aluminon angle brackets that are either
Middleton,WI 53562 attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The
Date of Tests: 1 08/27/2014 to 03/17/2015
Test Report Number(s): 101769843MID-00irl,101769343MID-001a,101915978MID-001&101999492M[D-001ar1-crl. rails are mounted across the slope with a small clearance(flush mounting)to the underlying roof
This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically structure. The installed solar modules are at the same slope as the Undefly ing roof structure.
imply product certification. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of
Completed by: Chad Naggs Reviewed by- Gregory Allen the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the
Title: Technician 11.Fire Resistance Title: Engineering Team Lead,Fire Resistance deflection requirement that the rail not come into contactwiththe roof.
Signature; 11 Signature: - all design categories A-F)have been determined to be less than the
Date: 03/30/2015 Date: 03/30/2015 The effect of seismic loads(fm
effect due to wind loads in all load conditions and combinations. Therefore,the maximum allowable
spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4,5,
&6 below for 7-27 degree slopes,and Tables',8&9 below for 28-45 degree slopes.
Starling Madison Lofcluist,Inc. Consulting Structural and Forensic Engineers
GFT-OP-11.[244,IAR-2014)
IronRidge June 16,2014 IronRidge June 16,2014
Mr.David F.Taggart Page 3 of 1 1 Mr.David F.Taggart Page 9 of I I
IronRidge XRI00 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR100 Rail-Roof Flush Mounting System-Struetural Analysis
, . .UM_P ,_h__ R„v _oDe 28 to 45 De.-ces Wind bone s Table`-MIAMMUM SPANS nches) -- S oae 22-zo 45 C'eees Wind Zone 2
_u Wind Ground Snow Load ” Wind Ground Snow Load
Speed = Speed
4v., 10 20 30 40 So 60 70 ( 80 90 10 1 20 30 40 50 60 70 80 90
Exposure mph 0 psf psf sf psf psf psf psf sf sf sf Exposure mph 0 psf psf 2sf PSI Psf PSI PSI psf PSI psf
100 107 98 84 75 67 61 56 52 49 1 46 100 107 98 j 84 75 67 61 56 52 49 46
105 107 98 84 75 67 61 56 52 49 1 46 105 107 98 84 j 75 67 61 56 52 49 46
110 106 I 97 84 75 67 61 56 52 49 46 110 106 97 84 j 75 67 ( 61 56 1 52 49 46
120 101 I 94 82 74 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46
Category 130 96 91 80 72 66 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46
140 91 88 78 70 65 60 56 52 49 46 140 88 88 78 70 65 60 56 52 49 46
150 87 85 76 69 64 59 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46
160 83 82 74 67 62 58 55 52 49 46 160 78 78 74 67 62 58 55 52 49 46
170 79 79 72 66 61 57 54 51 49 46 170 74 74 72 66 j 61 57 54 51 1 49 46
100 101 94 82 74 67 61 56 52 I 49 46 100 101 94 82 74 67 61 56 52 49 46
105 98 93 81 73 67 61 56 52 j 49 46 105 98 93 81 73 67 61 56 52 49 46
110 95 91 80 72 66 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46
120 90 87 77 70 65 60 56 52 49 46 120 87 87 I 77 70 65 60 56 52 49 46
Category 130 85 84 75 68 63 59 56 52 j 49 46 Category 930 81 81 j 75 68 63 59 56 52 49 46
C 140 81 80 72 66 62 58 55 52 49 46 140 76 76 72 66 62 58 55 52 49 46
150 76 76 70 65 60 1 57 53 51 49 46 150 71 71 70 65 60 57 53 51 49 46
160 73 73 68 63 59 55 52 50 48 46 160 67 67 67 ! 63 59 55 52 50 48 46
170 69 69 66 61 57 54 51 49 47 j 45 170 64 64 64 61 57 54 51 49 47 45
100 96 ! 91 80 72 66 61 56 52 49 46 100 95 91 80 72 66 61 ! 56 52 49 46
105 93 89 79 71 65 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46
110 90 87 77 70 65 60 56 52 49 46 110 87 87 ! 77 ! 70 65 60 56 52 49 46
120 85 83 75 68 63 59 55 52 49 46 120 81 81 75 68 63 59 55 52 49 46
Category 130 80 80 72 66 61 58 54 52 49 46 C.,e ory 130 75 ' 75 72 66 ( 61 58 54 ! 52 49 46
140 7575 70 64 60 56 53 51 48 46 140 70 70 70 64 60 56 53 ( 51 48 46
150 71 71 67 ! 62 58 55 52 50 48 46 150 66 66 ; 66 62 58 55 52 50 48 46
160 68 68 65 j 60 57 54 51 49 47 45 160 62 62 ( 62 60 57 54 51 49 47 45
170 64 64 62 58 55 52 50 48 46 44 170 59 59 59 58 55 52 50 48 j 46 44
Notes-see page 17 Motes-see page 7 1
Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers
3- -9-
IronRidge June 16,3014 IronRidge June 16,201=4
Mr.David F.Taggart Page 10 of I 1 Mr,David F.Taggart Page 11 of I I
1rmiRid*e XRI00 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XRIQQ Rail,Roof Flush Mounting System-Structural Analvsis
a W AM - SPANS tin-ch e.�,`. -ocr 5 ope 2S t _5- Win-d one 3
Notes-Tabulated values are based on the following criteria:
XR-0 Wind 1 Building mean roof height=30 ft
Speed Ground Snow Load
Risk Category I
Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 3. Solar module long dimension=67.5 in
sf sf sf sf sf psf psf psi Psf
100 107 98 84 75 67 61 56 52 49 46 4, I rovide_m.clear between roof and rail
105 107 98 84 75 67 61 Ss 52 49 I 46 S- End cantilever span(max)=0.40 x maximum span from above tables
6. No rail splices in end spats
110 106 97 84 75 67 61 56 52 49 46
120 101 94 82 74 67 61 56 52 49 46 7_ No tail splices in middle 1!1 of interior spans
Catego y 130 94 91 80 72 66 61 56 52 49 46 3. Single simple span(s). Spans listed in the tables above may be multiplied by 1.03 for
B 140 88 88 78 70 65 60 56 52 49 46 continuous rails of 3 or more spans.
150 83 1 83 76 69 64 59 56 52 49 46
160 78 78 74 67 62 56 55 52 49 46
170 74 74 72 66 61 57 54 51 49 46 Our analysis assumes that the rails,including the connections and associated hardware,are installed
100 101 94 82 74 67 61 56 52 49 46 in a workmanlike manner in accordance with the"IronRidge Roof Mount Installation Manual"by
105 98 93 81 73 67 61 56 52 49 46 IronRidge and generally accepted standards of construction practice. Additional information is
110 94 91 80 72 66 61 56 52 49 46 available at the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support
120 87 87 77 70 65 60 56 52 49 46 the loads associated with the given array shall be the responsibility of the Contractor or Owner and
Category 130 81 81 75 68 63 59 56 52 49 46 not IronRidge or Starling Madison Lofquist-
G 140 76 76 72 66 62 58 55 52 49 46
150 71 71 70 65 60 57 53 51 49 46
160 67 67 67 63 59 55 52 50 48 46 The adequacy of the supporting roof framing is to be determined by others.
170 64 64 64 61 57 54 51 49 47 45
100 95 91 80 72 66 61 56 52 49 I 46
105 91 89 79 71 65 61 56 52 49 46 Please feet free to contact me at your convenience if you have any questions.
110 87 87 77 70 65 60 56 52 49 46
120 81 81 75 68 63 59 55 52 49 46
Gat ory 13075 I 75 72 66 61 58 54 52 49 46 Resnectlitlly yours, 90
140 70 70 70 64 60 56 53 51 48 46 '-
150 66 66 66 62 58 55 52 50 48 46 1 C TRES J
NJRn1ER 5
160 62 62 62 60 57 54 51 49 47 45 CiVIL -t
170 59 59 59 58 55 52 50 48 46 44 Tres Warner,P.E. Pta.4-32
Desunt Division Manager P
Totes-seeps-.e
o
Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquisi,Inc. Consulting Structural and Forensic Engineers
-10- ll-
E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions
InstallationTools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials,
THIS EDGE TOWARDS ROOF RIDGE Np DESCRIPTION On./BOX drill with 7/32"long-style bit,drill or impact gun with 1/2"socket.
I FLASHING,9'X 12"X.040",5052,MILL I _
2 OBLOCK,CLASSIC,A360.1 CAST AL.MILL I
3 PLUG,SEALING,5/16"X 7/9.EPDM/18-8 SS 1
"VC NI,B, k t41 Y-
z5 ,
4 LAG SCREW.HEX HEAD,5116'x 5-1/2",18-8 SS 1
5 WASHER.FENDER,5/16"IDX11/4"OD,188SS 1 .
RACKING COMPONENTS
NOTINCLUDED
e � 4
xz
1
Locate,choose,and mark centers of rafters to be Carefully Ilft composition mof shingle with roofing Insert Flashing between 1st and 2nd course.Slide
mounted.Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of flashing is at least 3/4"higher
_j mounts will be placed, as required.See"Proper Flashing Placement"on than the drip edge of the 3rd course and lower
next page. flashing edge is above the drip edge of i st course.
Mark center for drilling.
2
1
,
Quick Mount PV
TITLE: ,�•: '•.'�.'� St T
QMSE-LAG:QMPV E-MOUNT
AVAILABLE IN MILL,AND WITH LAG BOLT
BRONZE ANODIZED FINISHES
SIZE DRAWN BY: DFM REV
A oAie B12vrzm4
.a. ' .1.11 I 1 11a>" 1—1 o,. -
_"
a�Lag puii�out(Withdrawal)capacities(Ibs)in typical lumber: 3 2 1 4
Using drill with 7/32"bit,drill pilot hole into roof Clean offanysawdust,and fill hole with sealant Slide the flashing Into position.Insert the rubber
Lag Bolt Specifcalions and rafter,taking care to drill square to the roof. compatible with roofing materials plug into the QBlock cavity.
s n,e c, snc"s,en no"r m,oad acam .,rm,nm,n.,u,2aa ecou, Do not use mount as a drill guide.Drill should be
'long style bit;aka aircraft extension bit'to drill a
o,,,p�+F�r��h _ � so -9e 2. i 1'/1'deep hole into rafter.
ID
]6 705 G3� I IA%
—..
f. I. nrt Pre M>ft te50fX r6 ]OS
2,2
7M 11
," S5921 1117 i
2P5
tea: — o'IS "
.u. Ear �'o none ngncr gmtlesa MSR n+d"c" sa ]ae 20 �C�
.. —. _.._. ._._._
S
5 s.Amcr can Wood Councli ND52005,Tabic 112 A,1132A � _
N t
I7Thmad mustbeembeddedn ra/ter or other structural roo(membec t'jq_`0.v,.
27 See ND5 Table t I.S.iC(or requ,ed edge d;stances.
IcMount
Slide the washer and the L foot(not included)onto Using a 1/2 inch socket on an impact gun drive
_� _ r;i E ;;_c.f° the lag screw. the lag screw until the QBlock stops rotating easily.
DO NOT over-torque.
817.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 Sep-2014,Rev 1
Locus Product Dalas het DIAGRAM-TYPICAL CONFIGURATION
ENERGY _ L_
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INVERTER(S) LGATE 720
d� RV ARRAY
DIMENSIONS
NEWLOCUS ENERGY
METER BASE COMM MOGUL£ METER MODULE
6_5m 1
G.37 in 1
u - - L _Pa _0 _ -- _ �Y
VVI VA\ 5A6 In—.
\ 730,n
D�A..
IV
SPECIFICATION'S
Ls
NETWORK CONNECT WIT M—", ....,e,.a_.
mo, -
., t. cx.n._ "l NEM.�R'�Ac
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Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass
125&200 Amp 125&200 Amp
Application
• Single meter position -
Receive ANSI C1210 wattnour meters
-_ Surface or flush mount(see ehaNWE
- - ---
Construction 011 F-FlushMount �-
� � IU1204 MS68-2'Conduit Hub a
�� • NEMAType3R � (27 MS73-611A MScre MS68
B 4F lh 1 1-
� ANSI 61 gray E-coat finish 92? MS73-AL Screw Type Ring
SF-Semi Flush Mount To r
Aluminum snap ring included Top Po•�s en See Chart
SS-Stainless Steel
_ \: \��, Standards Accessories
r"'' UL 2114 listed 5th Jath Kit-50365
-- ANSI 012.7 200A Triplex Ground-ETB200 Knockout Layouts
Oil(closed) 0204Iopen) AW Hub
P•01UPC CirriAmp S.M. Coanaeions Fig.1 Fg.2
Numbar Numbar goring Jaws Type Access Lina Load Navtml
=78205142000 0fl 125 4 10/3W OHJUG #14-2/0 #14-2/0 #14.210 Tap Provision a Top Provision
70205142040 011 F 125 4 10/3W OH/UG 314-2/0 914 2/0 914-210
78205142045 011 MS73 125 4t0/3W OHJUG a14-2/0 814-210 014-2/0
7620514'2050 011 SF 125 4 10/3W OHMS +14-210 114-210 314-210
7b'205144030 927 100 7 30/4W OHrUG 114-1/0 d14-1/0 #14-210
78205156000 204 200 4 1013W OH a6-250MCM #6-250MCM 86-350MCM
78205156020 204F 200 4 10/3W OH >6-250MCM F6-250MCM 96-350MCM
78205156030 204 FMS73 200 4 1O73W OH #6-250MCM h6 250MCM 36 350MCM
78205156040 204 MS66 200 4 103W OR s6-250MCM s6-250MCM 96-350MCM _
78205156035 204 MS68A 200 4 1&3W OH A 250MCM 16-25DNlCM #6-350MCM �- Q
76205108490 204 MS73 200 4 10/3W OR s6-250MCMi 36-250MCM 46-350MCtv1 4F
7820_Si56005 2204 200 4 10/3VV UG 9'6-250MCM a6
-250MCM #6 350MCM aP 4F 4F
78205156045 U204 200 4 iO/3W UG 96-250MCM 06-250MCNi 96-350MCM =.a'a 4F
78205156060 U204 MS73 200 4 10f3W UG #6 250MCN4 #6 250MCM 96-350MCM 1A
78205156070 U204 MS73 200 4 10/3W UG #6-250MCN1 96-250MCM 96-350MCM
78205156140 0207 200 7 301441' OH/UG $6 250MCM 56-250MCM s'6-250MCM ( 4F lA
78205155170 0207F 200 7 30;4W UG d6-250MCM 36.250MCM 96.250MCM I
78205156180 U207 MS73 200 7 30/4VV OHrUG t6-250MCN4 96-250MCM 06 250MCM
P.WUPC Catalog —Ovorolf 0immsio noot
Tap Kaka
Nimbi,r Numbor Haight width 0 pih Pravismn Layam flg.3 Fig.4
782051420 0 Ofl 12' 8" 4-1" AVV Hub Fig 1 �Top Prevision
?8205142040 011 F 12" R' 4. 2 mas KO Fig.1 ToP Provision �'
78205142045 011 MS73 12" 8' 4-!" AW Hub Fig,1
18205142050 011 SF 12' 8" 4''J„" 2"max KO Fig.1
78205144030 427 17" 8" 4"/,' AW Heb Fig.l
78205156000 204 15' 8" 4"A, AW Hub Fig.2
78205156020 204 F is- 8" 6" 2'max KO Fig,2
78205156030 204 F MS73 15" 8" 6 2"max KO Fig 2 0
18205156040 204 MS68 15" 8" 4'1,,' AW 12"Hub Fig.2 4F '.
782 6035 204 MS68A 15" 8" 4 fa` AW 12"Hub Fig.2
78205108490 204 MS73 15" 8" 4'-'t,' None Fig-2
7B205156005 0204 15" 12' 4't,` None Fig.3
11205156045 U204 F 15" 12' 6" 47)2'max KO Fig_3 I 4G
4F 4G 4G ct;
78205756060 U204 FMS73 1S" 12" 6" None Fig-3 4F p•.1,
78205156070 U204 MS73 15" 12' 4'r" Nom, Fig.3 a a�
78205156140 0207 18" 12' 5' AW Hub Fig.4 AIC Nate.
78205156170 0207 F 18" 12' 5' 2'h'max KO Fig.4 r s an Tcmt Cuneat 1 W 4G 2A
79205156780 0207 MS73 18" 12' 5` AW Hub Fig,4 raring;see page 131
— eubjec;w ch—v thaw.nu;ce u uv,y �vFiar—All dimes,�n, C suit local ut'i ty for area - ptance.All d mens ens era n mhos B-Line
Line D—
``Atter Mounting Equipment Meter Mounting Equipment
Gy � 5 6 c°i' :��
uccus
ENERGY
October 22ntl,2013
This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision
Meter 2S CL200 and 165 CL320 socket meters,respectively. Each of these meters was certified to the
ANSI C12.20(class 0.2%)standard by Underwriters Laboratory on June 7,2013 as part ofthe Vision
Meter Family(Project Number 12CA71134,lob Number 1001541515,and Report Number R12CA71134-
ANSI).
ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility
and PV monitoring applications.These tests cover both meter accuracy as well as several safety
standards including electrical and environmental safety,as well as resistance to various types of
mechanical shock.As electrical socket meters are generally installed and maintained by trained and
certified professionals,rather than consumers,they do not fit the typical criteria for additional types of
UL or IEC certification.
If you have any further questions regarding the product certification of any Locus Energy LGate-branded
device,please contact us at sunoor0,icc,senergv
The Locus Energy Team
Locus Energy,LLC
w—locusenergy.com
Classic Conduit Composition Mount I QMCC Classic Conduit Mounting Instructions
Installation Tools Required:tape measure,roofing bar,chalk Ilne,stud finder,caulking gun,1 tube of appropriate sealant,drill with
ITEM NO. DESCRIPTION QTY.
1/8"bit,drill or impact gun with 7/16"deep socket.
�'
THIS EDGE TOWARDS ROOF RIDGE I PLASHING,9"%12%.040",5052.MILL I
• • •
2
K,CONDUIT,S/16".6061-Tb.MILL 1
WASHER,SEALING.I/4 ID%7/B OD EPDM
3 1
BONDED SS
4 LAG SCREW,HEX HEAD.1/4 x2-1/2".18-8SS 1
AVAILABLE IN MILL,CLEAR ANODIZED,
AND BRONZE ANODIZED FINISHES.
w
12.0
CONDUIT CLAMP 1
n
1.3
I
NOiINCLUDE
Now
23 Choose placement of conduit mounts along path Lift composition roof tile with roofing bar,just Slide conduit mount into desired position.Remove
2,5 of conduit.Select location over center of rafterabove placement of conduit mount. any nails that conflict with getting the mount flush
J_ 3 with front edge of shingle course.Mark cernter for
8 drilling.
4.5 2
9.0
.79 TITLE: Quick Mount lOv
t
QMCC:CLASSIC CONDUIT
4 COMPOSITION MOUNT � . .
SIZE IJRAWNBY: — REV '
A DATE 9/2./2010 4
ranaorvu,/n
non rrry.+.vnero,-,rx nr.ncr.: :rn,c'.xr.w rvc 'wo vua
D—A
o
or.�,..,,.., ,rsrE n wtcw.o.w Using drill with 1/8"long bit,drill pilot hole Into Clean off any sawdust and fill hole with roof lJft shingle and slide conduit mount into place
s a 3 2 1 roof and rafter,taking care to drill square to the manufacturer's approved sealant. Prepare lag bolt with sealing washer and single hole
roof. clamp(not included)as shown.Insert lag through
L Lag pull-out(withdrawal)capacities(lbs)in typical lumber. hole in block,and position clamp over conduit.
LagBaltSpec(Icalions nUr1 r'r a e.ora
Dom ' S0 303 r2^.5 "
filar'u 9p r n,.(MSR 1650 fE r una i53 -
I.dF apaaP G ' 202 i
n�
;. 55 260
_ _ 302 175
F,fl c1-10 MSN 1,1l M11) So 3J225 1
J
S rces:Amerlwn Wood Councll NOS 2ooSTab1e 11.2A 11.32A
Not—
UThreadcquirttledgd9c dinances.
taC mun5u, bed mararer orother svuaural rootmember. Insert lag through hole in block,and position
2)See (or r
IMPORTANT:Tomalntaln water fin it im -th—he aluminum Rzshln (Item 1)1, 1 l—dunderone fullmun—bovethe mnuntin blockwlthzt least--fth, clamp over conduit Using drill with 7/16"socket
prop qi po a pmPeryP s drive lag until block is tight.
Bashing ex[ending up under the course above[hat a.w,.l w n<„alar.nnl..,r1,
® Y- Quick Mount PV
0-,ulck Mount
925-478-8269•www.quickmountpv.com•info@quickmountpv.com
E s P`C? T H,` R 0 o` 2700 Mitchell Dr.,Bldg2•Walnut Creek,CA 94598
BI 7.2.3-a Aug-2014,Rev 4 81 7.2.3-8 Aug-2014,Rev 4
02013 by Quick Mount PV.All rights reserved.
DEBRIS DISP®SAL AFFIDAVIT
In accordance with the provisions of M.G.L. c. 40, s. 54, Building Permit
# was issued with the condition that all debris resulting
from this work shall be disposed of in a properly licensed solid waste
disposal facility as defined by M.G.L c. 111, s. 150A.
The debris will be disposed of in:
E.O.M.S
Name of Waste Facility
318 Manley Street West Bridgewater, MA 02720
Address of Waste Facility
111.5 Debris: As a condition of issuing a permit for the demolition, renovation,
rehabilitation or other alteration of a building or structure, M.G.L. c. 40 s. 54 requires
that the debris resulting therefrom shall be disposed of in a properly licensed solid waste
disposal facility as defined by M.G.L.c. t 1 l s. 150 A. Signature of the permit applicant,
date and number of the building permit to be issued shall be indicated on a form provided
by the Building Department and attached to the office copy of the building permit
retained by the Building Department. If the debris will not be disposed of as indicated,
the holder of the permit shall notify the building official, in writing, as to the location
where the debris will be disposed.
780 CMR—6`h Edition
�11
ig re of Permit Applicant
3/25/16
Date
The Commonwealth of Massachusetts
Department of Industrial Accidents
1 Congress Street,Suite 100
Q� f Boston, AVIA 02114-2017
wtvw.mass.govldia
lVorkers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information - Please Print Legibly
Name(Business/Organization/Individual):Skyline Solar LLC
Address: 124 Turnpike Street Suite 10
City/State/Zip:West Bridgewater, MA 02379 phone#: 732-354-3111
Are you an employer?Check the appropriate box:
Type of project(required):
1,V I am a employer with 60 employees(full and/or part-time).* 7. E]New construction
2.F I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling
any capacity.[No workers'comp.insurance required.]
3.®I am a homeowner doing all work myself.(No workers'comp.insurance required.]? 9• ❑Demolition
4.®1 am a homeowner and will be hiring contractors to conduct all work on my property. I will 10E]Building addition
ensure that all contractors either have workers'compensation insurance or are sole 1 1.❑Electrical repairs or additions
proprietors with no employees.
i 2.❑Plumbing repairs or additions
SE]1 am a general contractor and I have hired the sub-contractors listed on the attached sheet.
These sub-contractors have employees and have workers'comp.insurance.: 13.E]Roof repairs
6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14•QlOther PV SOLAR
152,§1(4),and we have no employees. [No workers'comp. insurance required.]
Any appl icant that checks box#1 must also 611 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:A.I.M. Mutual Insurance Company
Policy#or Self-ins. Lie.#:VWC-100-6018336-2015AExpiration Date: 9/16/2016
Job Site Address: 46 Holly Ridge Rd. North Andover, MA 01845 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 MGL c. 152, §25A is a criminal violation punishable by 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. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby cern n er the ns penalties of perjury that tit information provided above is true and correct
Si nature: Date:3/25/16
Phone 4. 732-354-3111
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 Cleric 4.Electrical Inspector 5. Plumbing Inspector
6.Other
Contact Person: Phone#:
Z/4/ZUIb
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(les)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 CONTACT
NAME:
HONE
The Hamilton Group, LLC A,No.Ext:973-292-2292 ac No):
3 Wing Drive E-MAIL
Cedar Knolls NJ 07927 ADDRESS:
INSURER(S)AFFORDING COVERAGE NAIC N
INSURER A:Selective Way Ins 26301
INSURED SKYLI-3 INSURER B:Selective Ins Co of the S.East 39926
Skyline Solar LLC INSURERC:A.I.M. Mutual Insurance Company
124 Turnpike Street, Suites 5& 10 INSURER D:
West Bridgewater MA 02379
INSURER E
INSURER F:
COVERAGES CERTIFICATE NUMBER:1644296191 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS
LTR INSR WVD POLICY NUMBER MWDD/YYYY MM/DD/YYVY
B GENERAL LIABILITY S 2106548 2/6/2016 2/6/2017 EACH OCCURRENCE $1,000,000
X COMMERCIAL GENERAL LIABILITY PREM SES a oNcu ante $100,000
CLAIMS-MADE � OCCUR MED EXP(Any one person) $10,000
PERSONAL&ADV INJURY $1,000,000
GENERAL AGGREGATE $3,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000
POLICY X PRO- X LOC $
B AUTOMOBILE LIABILITYCOMBINED A 9093015 2/24/2015 2/24/2016 Ea accident SINGLE T $1,000,000
ANY AUTO
BODILY INJURY(Per person) $
ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $
AUTOS AUTOS
t
X HIRED AUTOS X AUTOS NON-OWNED PeOr a.Eee DAMAGE $
A X UMBRELLA LIAB X OCCUR S 2000480 10/11/2015 10/11/2016 EACH OCCURRENCE $5,000,000
EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000
DED I X I RETENTION$10,000 $
C WORKERS COMPENSATION VWC-100-6018336-2015A 3/8/2016 3/8/2017 X WC sTATU- oTH-
AND EMPLOYERS'LIABILITY Y/N Y LIMITS ER
ANY PROPRIETOR/PARTNER/EXECUTIVE 1 N/A E.L.EACH ACCIDENT $1,000,000.00
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH) E.L.DISEASE-EA EMPLOYE $1,000,000.00
If yes,describe under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $1,000,000.00
B Installation Floater S 2106548 2/6/2016 2/6/2017 Any One Occurrence $100,000
Property Contents $104,000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required)
This Certificate does not afford coverage for Additional Insureds. The Certificate is only evidence of insurance coverage for the Named
Insured.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
CC)1988-2010 ACORD CORPORATION_ All riahts rPserved_
g
e I&we w�e oe�
Office of consumer Affairs and Business Regulation
10 Park Plaza - Suite 5170
Boston, Massachusetts 0211
Home Improvement Contractor Registration
Registration: 172284
Type: LLC
Expiration: 61712016 Tr#f 251923
SKYLINE SOLAR, LLC.
PETE DEBBAS -
124 TURNPIKE ST SUITE 10
WEST BRIDGEWATER, MA 02379
Update Address and return card.Mark reason for change.
DPSA! Address j Renewal Employment Lost Card
- €}ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only
HOME IMPROVEMENT CONTRACTOR before the expiration date_ If found return to:
Registration:;Re
r t3� 172284Type: office of Consumer Affairs and Business Regulation
Expiration: 6f7f2016 LLC 10 Park Plaza-Suite 5170
Boston,SIA 02116
SKYLINE SOLAR,LLC_
PETE DEBBAS
124 TURNPIKE ST SUITE 10
WEST BRIDGEWATER,MA 02379
UndersecretaryNot valid without signature
Massachusetts Department of Public Safety
Board of wilding Regulations and Standards
F
I...icensee C -127047
construr,tirtn Supervisor Jl
PHILIP J CHOUINARD
19 OAK ST.11NITW I f'r O10a" 1,
AS14LAND MA 01721
f
Expiratiow
Commissioner 1110912097
mg
0f of orisuriirAf
as dl �aM
ss Regulation
10 Park Plaza - Suite 5170
Boston, Massachuseus 02116
Home Improvement ent Contractor Registration
Registration° 172284
'type' Supplement Cart
SKYLINE SOLAR, LLC, Expiration, 6/7/2016
PHILIP CHOUINARi
124 TURNPIKE ST SUITE 1
WEST BRIDGEWATER, MA 02379
Update Address and return card.Mark renson for change, �
SCA Q nq,j 0;, I Address Renewal h° d Employment ,..._j lost Card
�
1TICe nrCons ��peo,vaFa rad'RF�rn`du"s'-��"".Agar nsd•�°�ae4ra'9'0,
Y
onier Affairs&Business 1tcguisNon License or registration valid for Individul use only
ME IMPROVEMENT CONTRACTOR before the expiration bate. If found return to.
opistratton: 17�2g4 Type'
Office of Consumer Affairs and Business Regulation
at10 Part(Plaza.Suite 5170
Expiration; 01712016 Supplement Card
RP Boston,MA 02116
SKYLINE SOLAR,LLC,
PHILIP CHOUINARD WNot
139 GLENDALE AVEEDISON,NJ OA017 Undersccrctnr ,X valid without Sig nnturo