HomeMy WebLinkAboutBuilding Permit #953-16 - 11 DANA STREET 3/8/2016 �10RTh
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BUILDING PERMIT '.. .e o
TOWN OF NORTH ANDOVER °
APPLICATION FOR PLAN EXAMINATION l
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Permit NO: Date Received °4 +'
ADA4TRD
Date Issued:
�SSACHUS��
IMPORTANT: Applicant must complete all items on this page
LOCATION 11 Dana St.
Print
PROPERTY OWNERHeather B.Rowe
/n / 210-015- Print
MAP NO: � PARCEL:0053-OOOOZONING DISTRICT: Historic District yesno
0063 Machine Shop Village yes no
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑ New Building ❑ One family
❑ Addition ❑ Two or more family ❑ Industrial
X Alteration No. of units: ❑ Commercial
❑ Repair, replacement 0 Assessory Bldg ❑ Others:
❑ Demolition ❑ Other
[.1 Septic ❑Well ❑ Floodplain Wetlands ❑ Watershed,District
❑Water/Sewer
NO
Installation of a safe and code compliant, grid tied PV solar system on and existing residential roof. \lR\� A
S,--5 C1 yR
Identification Please Type or Print Clearly)
OWNER: Name: Heather B. Rowe Phone:978-836-0103
Address: 11 Dana St.North Andover, MA 01845
CONTRACTOR Name: sky Sol r�t.c 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:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATE CcO�ST BASED ON$125.00 PER S.F.
Total Project Cost: $ 29,000 FEE: $
Check No.: q_q —q Receipt No.:
NOTE: Persons contrac ing w' unregistered contractors do not have cess to the guaranty fund
Signature o Agent/Owner Signature of contra^tor f
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NORTH
BUILDING PERMIT - OF-"CD ,6O
TOWN OF NORTH ANDOVER o
APPLICATION FOR PLAN EXAMINATION `z
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Permit No#: Date Received �R°°RaTE P? c5
ACHUS�(
Date Issued:
IMPORTANT:Applicant must complete all items on this page
LOCATION
Print
PROPERTY OWNER
Print 100 Year Structure yes no
MAP PARCEL: ZONING DISTRICT: Historic District yes no
Machine Shop Village yes no
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑ New Building ❑ One family
El Addition ❑Two or more family 11 Industrial
❑Alteration No. of units: ❑ Commercial
❑ Repair, replacement ❑Assessory Bldg ❑ Others:
❑ Demolition ❑ Other
x 0 Septic O'UVell _ _~ + ❑ Flootlplain "Wetl`antls: ❑ Wat"ershedP'D strict$
€
W�teS�ewe
DESCRIPTION OF WORK TO BE PERFORMED:
Identification- Please Type or Print Clearly
OWNER: Name: Phone:
Address:
Contractor Name: Phone:
Email:
Address:
Supervisor's Construction License: Exp. Date:
Home Improvement License: Exp. Date:
a
ARCHITECT/ENGINEER Phone:
Address: Reg. No. '
FEE SCHEDULE.BULDING PERMIT.•$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F.
Total Project Cost: $ FEE: $
Check No.: Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund
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Location ff ���/?�t
No. / Datel�
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TOWN OF NORTH ANDOVER
Certificate of Occupancy $
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Building/Frame Permit Fee, $�
Foundation Permit Fee $
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Other Permit Fee $
TOTAL $
Check#��Oq.
Q
Building Inspector
' � r
Plans Subrnitt6d ❑' Plans Waived ❑ Certified Plot Plan ❑ F ramped Plans ❑
TYPE OF SEWERAGE DISPOSAL r
Public Sewer ❑ Tanning/Massage/Body Art ❑ Swiauning Pools ❑
Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ '
Private(septic tank, etc. ❑ Pennanent Dwnpster on Site ❑ I
I
I
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY �
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT Reviewed On Signature_
COMMENTS
1
CONSERVATION Reviewed on Signature
. i
COMMENTS
........
HEALTH Reviewed on Si
anafiure
f
COMMENTS
Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
VVater& Sewer Connection/SDriveway Permit
DPW Town Engineer: Signature:
Located 384 Osgood Street
FIREDEPARITM (iIT' ' Tem 'Dumpster'on si es. x4, :;� $
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C O M IVI E IVTS rd4�., . {•K.' , ``,���", �3f �.�
Dimension
Number of Stories: Total square feet of floor area, based on Exterior dimensions.
Total land area, sq. ft.:
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE., Yes No
MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine
NOTES and DATA--(For department use)
LJ Notified for pickup Call Email
Date Time Contact Name
Doc.Building Permit Revised 2014
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits
Building Permit Application
Workers Comp Affidavit
Photo Copy Of H.I.C. And/Or C.S.L. Licenses
Copy of Contract
Floor Plan Or Proposed Interior Work
Engineering Affidavits for Engineered products
OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
Building Permit Application
Certified Surveyed Plot Plan
Workers Comp Affidavit
Photo Copy of H.I.C. And C.S.L. Licenses
46 Copy Of Contract
Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
Mass check Energy Compliance Report (If Applicable)
Engineering Affidavits for Engineered product
OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
Building Permit Application
Certified Proposed Plot Plan
6 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
2012 IECC Energy code
Engineering Affidavits for Engineered products
OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
must be submitted with the building application
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Doc:Building Permit Revised 2014
F NORTH
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coc"Ic"tw1C, y1.
0 4ATED 0,Pa��S
U BOARD OF HEALTH
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Food/Kitchen
Septic System
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THIS CERTIFIES THAT ..... BUILDING INSPECTOR
PERMIT
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has permission to erect ........ buildings onP.4400
Foundation
Rough
to be occupied as&#%#...k*4....fy -U
.�... .. ... 1 ...... ............... ....... Chimney
provided that the person accepting this permit sha n every respect 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, Alterat' n and
Construction of Buildings in the Town of North Andover. WPVW
&1 160 j PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
I Final
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PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR .
3 UNLESS CONSTRUC N RTS
Rough
Service
........IV............................................................. Final
BUILDING INSPECTOR
GAS INSPECTOR
Occupancy Permit Required to Occupy Building Rough
Display 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.
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STRU(TURAL ENGINEERS
December 11, 2015
Sungevity
66 Franklin Street
Oakland, CA 94607
Subject: Structural Certification for Installation of Solar Panels
Job Number: 1500-01783
Client: Heather B Rowe-2154102
Address: 11 Dana Street, North Andover, MA 01845
Attn.: To Whom It May Concern
A field observation of the condition of the existing framing system was performed by an audit team from Sungevity.
From the field observation of the property, the existing roof structures was observed as follows:
The existing roof structure consists of:
• Less than 1 year old, 1 layer of Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ Array 1.
The rafters are sloped at approximately 35 degrees and have a maximum projected horizontal span of 11 ft 11 in
between load bearing walls.
• Less than 1 year old, 1 layer of Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ Arrays 2
&3. The rafters are sloped at approximately 24 degrees and have a maximum projected horizontal span of 8 ft 4
in between load bearing walls.
Design Criteria:
• Applicable Codes= 2009 IBC, ASCE 7-05, and NDS-05
• Ground Snow Load = 55 psf
• Roof Dead Load = 11 psf ARRAY 1 ; 9.9 psf ARRAYS 2 & 3
• Basic Wind Speed = 110 mph Exposure Category C
• Solar modules = as indicated in attached drawings
As a result of the completed field observation and design checks:
• ARRAY 1 is adequate to support the loading imposed by the installation of solar panels and modules. Therefore,
no structural upgrades are required.
• ARRAYS 2 & 3 is adequate to support the loading imposed by the installation of solar panels and modules.
Therefore, no structural upgrades are required.
I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar
panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with
the 2009 IBC.
STN OFII�ySS
If you.have any.questions.onthe above, donot hesitate to.call. goy
PAUL K. G
ZACHER
Prepared By: TRUCTURAL
PZSE, Inc. -Structural Engineers 50100
6/30 - (V
Roseville, CA T
SS�ONAI.EN
1of1
81 SO Sierra College Boulevard, Suite 150 ® Roseville, CA 95661 ® 916.961.3960 P ® 916.961.3965 ® vvvAv.pzse.com
Ir1C
STRUCTURAL ENGINEERS
December 11, 2015
Sungevity
66 Franklin Street
Oakland, CA 94607
Attn.: To Whom It May Concern
re-. Job 1500-01783 : Heather B-Rowe--2154102
The following calculations are for the structural engineering design of the photovoltaic panels
located at 11 Dana Street, North Andover, MA 01845. After review, PZSE, Inc. certifies that the
roof structure has sufficient structural capacity for the applied PV loads.
If you have any questions on the above, do not hesitate to call.
Prepared By:
PZSE, Inc. - Structural Engineers
Roseville, CA
OF41,1,9
9c
PAUL K. tiG
ZACHER
N
TRUCTURAL
50100
s% T E
ONAL�
1 of 6
8150 Sierra College Boulevard, Suite 150 a Roseville, CA 95661 916.961.3960 P 916.961.3965 +avAv.pzse.com
' Gravity Loading
Roof Snow Load Calculations
pg=Ground Snow Load= 55 psf
Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2)
Ct=Thermal Factor= 1.1 (ASCE7-Table 7-3)
1= Importance Factor= 1
pf=0.7 Ce Ct I pg 38 psf (ASCE7-Eq 7-1)
where pg<_20 psf, Pf min=I x pg= NIA min snow load (roof slope<15°)
where pg>20 psf, Pf min=20 x 1-= NIA min snow load(roofslope<150)
Therefore, pf=Flat Roof Snow Load= 38 psf
Ps=Cspf (ASCE7-Eq 7-2)
Cs=Slope Factor= 0.875 ARRAY 1
Cs=Slope Factor= 1.000 ARRAYS 2&3
Ps=Sloped Roof Snow Load= 33.4 psf ARRAY 1
Ps =Sloped Roof Snow Load= 38.1 psf ARRAYS 2&3
PV Dead Load=3 psf(Per Sungevity)
Roof Dead Load ARRAY 1
Composition Shingle 14.00
Roof Plywood 2.00
2x8 Rafters @ 16"o.c. 2.27
Vaulted Ceiling 0.00 (Ceiling Not Vaulted)
Miscellaneous 0.73
Total Roof DL ARRAY 1 9.0 psf
i
DL Adjusted to 35 Degree Slope 11.0 psf
Roof Dead Load ARRAYS 2&3
Composition Shingle 4.00
Roof Plywood 2.00
2x8 Rafters @ 16"o.c. 2.27
Vaulted Ceiling 0.00 (Ceiling Not Vaulted)
Miscellaneous 0.73
Total Roof DL ARRAYS 2&3 9..0 psf
DL Adjusted to 24 Degree Slope 9.9 psf
2of6
,
Wind Calculations
Per ASCE 7-05 Components and Cladding
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i
Input Variables
Wind Speed 110 mph
Exposure Category C
Roof Shape Gable
Roof Slope 35 degrees
Mean Roof Height 12 ft
Building Least Width 30 ft
Effective Wind Area 10.8 ft
Design Wind Pressure Calculations
Wind Pressure P=qh*(G*Cp)
qh=0.00256*Kz*Kzt*Kd*V"2*I (Eq_6-15)
Kz(Exposure Coefficient)= 0.85 (Table 6-3)
Kzt(topographic.fa.ctor).= 1 (Fig-6-4).
Kd(Wind Directionality Factor)= 0.85 (Table 6-4)
V(Design Wind Speed)= 110 mph
Importance Factor= 1 (Table 6-1)
qh= 22.38
Standoff Uplift Calculations
Zone 1 Zone 2 Zone 3 Positive
GCp= -0.88 -1.08 -1.08 0.90 (Fig.6-11)
Uplift Pressure= -19.64 psf -24.12 psf -24.12 psf 20.12 psf
X Standoff Spacing= 4.00 4.00 4.00
Y Standoff Spacing= 2.71 2.71 2.71
Tributary Area= 10.83 10.83 10.83
Footing Uplift= -213 Ib -261 Ib -2611b
Standoff Uplift Check
Maximum Design Uplift= -261 Ib
Standoff Uplift Capacity = 700 Ib
700 Ib capacity>261 Ib demand Therefore,OK
Fastener Capacity Check
Fastener= 1 -5116"dia Lag
Number-of Fasteners- 1
Minimum Threaded Embedment Depth= 2.5
Pullout Capacity Per Inch= 2051b
Fastener Capacity= 8201b
820 Ib capacity>261 Ib demand Therefore,OK
3 of 6
Framing Check j
ARRAY 1 PASS
w=63 plf
Dead Load 11.0 psf
PV Load 3.0 psf
Snow Load 33.4 psf 2x8 Rafters @ 16"o.c.
Member Span=11'-11"
Governing Load Combo=DL+SL Note:Attachments shall be Staggered.
Total Load 47.4 psf
Member Properties
Member Size S(in"3) 1(in^4) Lumber Sp/Gr Member Spacing
2x8 13.14 47.63 SPF#2 @ 16"o.c.
Check Bending Stress
Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1)
875 x 1.15 x 1.2 x 1.15
Allowed Bending Stress= 1388.6 psi
Maximum Moment = (wL^2)/8
= 1120.69 ft#
= 13448.2 in#
Actual Bending Stress=(Maximum Moment)/S
=1023.5 psi
Allowed>Actual--73.8%Stressed -- Therefore,OK
Check Deflection
Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS)
= 1.191 in
Deflection Criteria Based on = Simple Span
Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I)
= 0.430 in
= L1333 < L/120 Therefore OK
Allowed Deflection(Live Load) = 1-I180
0.794 in
Actual Deflection(Live Load) _ (5*w*L"4)/(384*E*I)
0.303 in
L/472 < L/180 Therefore OK
Check Shear
Member Area= 10.9 in^2 Fv(psi)= 135 psi (NDS Table 4A)
Allowed Shear = Fv*A = 1468 Ib Max Shear(V)=w*L 12 = 3761b
Allowed>Actual--25.7%Stressed -- Therefore,OK
4of6
Framing Check
ARRAYS 2 3 PASS
I
w=68 plf
Dead Load 9.9 psf
PV Load 3.0 psf
Snow Load 38.1 psf 2x8 Rafters @ 16"o.c.
Member Span=81-4
Governing Load Combo=DL+SL Note:Attachments shall be Staggered.
Total Load 51.0 psf
I
Member Properties
Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing
2x8 13.14 47.63 SPF#2 @ 16"o.c.
Check Bending Stress
Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1)
875 x 1.15 x 1.2 x 1.15
Allowed Bending Stress=1388.6 psi
Maximum Moment = (wL^2)18
590.451 ft#
= 7085.42 in#
Actual Bending Stress=(Maximum Moment)/S
=539.2 psi
Allowed>Actual-38.9%Stressed -- Therefore,OK
Check Deflection
Allowed Deflection(Total Load) = Ll120 (E=1400000 psi Per NDS)
= 0.833 in
Deflection Criteria Based on = Simple Span
Actual Deflection(Total Load) _ (5*w*L"4)1(384*E*I)
= 0.111 in
= L1901 < L1120 Therefore OK
Allowed Deflection(Live Load) = L1180
0.555 in
Actual Deflection(Live Load) _ (5*w*L"4)I(384*E*I)
0.083 in
L11205 < L1180 Therefore OK
Check Shear
Member Area= 10.9 in^2 Fv(psi)= 135 psi (NDS Table 4A)
Allowed Shear = Fv*A = 1468 Ib Max Shear(V)=w*L/2 = 283 Ib
Allowed>Actual--19.4%Stressed -- Therefore,OK
5of6
Lateral
Per 2009 IBC Chapter 34
Existing Weight of Effected Building
Level Area Weight(psf) Weight(lb)
Roof 1383.sf 11.0 psf 15216 Ib
Ceiling 1383 sf 6.0 psf 8300 Ib
Wood Siding 152 ft 5.0 psf 9120 Ib (8'-0"Wall Height)
Int.Walls 152 ft 6.4 psf 11674 Ib
Existing Weight of Effected Building 44310 Ib
Proposed Weight of PV System
Weight of PV System(Per Sungevity) 3.0 psf
Approx.Area of Proposed PV System 494 sf
Approximate Total Weight of PV System 1482 Ib
10%Comparison
10%of Existing Building Weight(Allowed) 4431 Ib
Approximate Weight of PV System(Actual) 1482 Ib
Percent Increase 3.3%
4431 Ib>1482 lb,Therefore OK
6.of.6.
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SHEET INDEX
PHOTOVOLTAIC SYSTEM
PV0.0 COVER AND•SITEPLAN
PV1.0 GENERAL NOTES
SYSTEM SIZE: PV2.0 ARRAY LAYOUT
AC/DC kW STC: 7.238kW\8.16kW PV3.0 LINE DIAGRAM
PV4.0 LABELS
EQUIPMENT:
4 A
PV MODULES: (32)Trina Solar TSM-255 PD05.05
KEY,'
INVERTER(S): (1)SolarEdge SE7600A-US —""
PROPERTY LINE
--- CONDUIT RUN Q INVERTER
--- DRNEWAY Q SUBPANEL
FENCE DC DISCONNECT
SCOPE OF WORK: »--�--
FIRE CLEARANCE
INSTALLATION OF A SAFE AND CODE-ICOMPLIANT ROOF 1 STRUCTURAL l.:J AC DISCONNECT
GRID-TIED SOLAR PV SYSTEM ON AN EXISTING ARRAY 1 UPGRADES [W! JUNCTION BOX
RESIDENTIAL ROOF TOP. O SOLAR MODULE l MONITORING UNIT
1 '' 0 MAIN SERVICE PANEL ❑`. COMBINER BOX
Q UTILITY METER 0 ROOF
ROOF 3 ❑ PV METER OBSTRUCTION
ROOF ARRAY 3 APPLICABLE CODES:
ARRAY 2 , 2014 NEC
2009 INTERNATIONAL COPES WITH MA
ROOF MOUNTED AMENDMENTS
CONDUIT
i
i
3 , CONTRACTOR INFORMATION: B
UNITED SOLAR ASSOCIATES MALDEN
452 PLEASANT ST.
L
MALDEN,MA 02148
n
i JURISDICTIONAL INFORMATION:
NORTH ANDOVER,TOWN OF
MP.xN 1600 OSGOOD ST.
NORTH ANDOVER,MA 01845
NOTES TO INSTALLER!
v
LOCATION OF MAIN
A
SERVICE PANEL
INSIDE BASEMENT
FOR INSTALLER USE ONLY
POST INSTALL SUNEYES REQUIRED? NO
I CERTIFY THAT NO CHANGES;HAVE C
Dpr\p 5� BEEN MADE TO THE ARRAY LAYOUT:
CUSTOMER INFORMATION:
HEATHER B ROWE
11 DANA STREET
NORTH ANDOVER,MA 01845
SITE PLAN N (978)836-0103/#2154102
SCALE: N.T.S.
DESIGNED BY: IREV#: DATE:
VALID.B 1 0 1 2123/16 1PV-0.0
SUNOEVRYINC.66 FRANKUN ST SUITE 310 CAKIAND,CA 01607 By.MIOY DaIa:—lwxlbn:Rwv-2151102 SY[SMet Strn:1111 THESE DRAWINGS,SPECIRCATIONS,AND DESIGNS ARE THE PROPERLY OF SUNGEVITY INC.NO PART SN—BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIRC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED VATHOUT OUR WRITTEN CONSENT
i
1 2 3 4 5
GENERAL NOTES. ELECTRICAL NOTES:
GENERAL NOTES: El.ALL EQUIPMENT IS.LISTED FOR USE.
Nl.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 OUTPUT TO 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 UNTIL THE 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 ES.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 311 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:
3 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(8)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECT AND 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
Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE.
REFERENCES. E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY
N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS.
LICHNSED 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 8E 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.
51.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
52.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'SEEIDATA SHEET)OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN HEATHER B ROWE
LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING 11 DANA STREET
BOLTS. NORTH ANDOVER,MA 01845
E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (978)836-0103/#2154102
NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL.
DESIGNED BY: REV*.I DATE:
PV-1.0
VALID.B 0 2123/16
6UNGWON INC.66 FRANKLIN ST SUITE 310 OAKLAND,LA 80601 .,:NUOY -11 7HESEDRAWINGS.SFE11FICATIONS.AND DESIGNS ARE THE PROPERTYOF SU-TY INC.NO PART SHALL BE CGPIEDOR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT
1 2 3 4 5
MODULE SPECIFICATIONS
(32)Trina Solar TSM-255 P005.05
MODULE WEIGHT: 41
MODULE LENGTH: ST
1'-5" MODULE WIDTH: 39.05
34'2" CONTINUE TO ARRAY 3 ROOF 1 SPECS
RAFTER SIZE: 2X8 NOMINAL
RAFTER SPAN: 111-11°
I I I I I I I I I I I I I ' 13'-1" RAFTER SPACING:
5
I I I I i I I I I I I I I I I I I I I ROOF MATERIAL: COMPOSITE
SHINGLE
ARRAY 1 SPECS
II II �II III III {IIII II II
I NUMBER OF MODULES: 20
IROOFI2 I TOTAL MOD.WEIGHT(Ibs): 820
A
R AY12 RACKING WEIGHT(Ibs): 153.2
ARRAY WEIGHT(Ibs): 973.2
_ ARRAY AREA(sqft): 352.3
ARRAY DEAD LOAD(Ibs/sqft): 2.8a9 NUMBER OF MOUNTS: 43
ROOF 1, LOAD PER MOUNT(Ibs): 22.6 II I I
ARRAY 1 I I I ( I I I I I ___ _ �__ _ ARRAY AZIMUTH(°) 1fi5
ARRAY TILT(*—) 35
NUMBER OF FLOORS 1
ROOF 2SPECS
I I I I I I I I I I I RAFTER SIZE: 2X8 NOMINAL
N:
RAFTER SPA
'
ROOF EMATERIAL- COMPOSITE SHINGLE
ARRAY 2 SPECS
I I I i I I i I I I I I I I
6" NUMBER OF MODULES: 6
TOTAL MOD.WEIGHT(Ibs): 246
RRAY 2 LAYOUT RACKING WEIGHT(Ibs): 56
2
SCALE: 3/16"=V-0" ARRAY WEIGHT(Ibs): 302
ARRAY AREA(sqft): 105.7
ARRAY 2.9
RRAY 1 LAYOUT NUMBER OF MOU D(Ibs/sqft): 17
NUMBER OF MOUNTS: 17
7 SCALE: 3/16"=1'-O" LOAD PER MOUNT(Ibs): 7.8
ARRAY AZIMUTH(") 255
3
ARRAY TILT(-) 24 B
NUMBER OF FLOORS 1
ROOF3SPECS
RAFTER SIZE: 2X8 NOMINAL
RAFTER SPAN: 8'-4"
RAFTER SPACING: 16"
ROOF MATERIAL: COMPOSITE SHINGLE
ARRAY 3 SPECS
NUMBER OF MODULES: 6
TOTAL MOD.WEIGHT(Ibs): 246
4'-11" 13'-1" RACKING WEIGHT(Ib.): 56
ARRAY WEIGHT INS): 302
I q ll I I I I I I I i SOLAR MODULE ARRAY AREA(sgft): 105.7
3 ARRAY DEAD LOAD(Ibs/sqft): 2 9
ROF
ARRAY(3 -�^ i'" I I I NUMBER OF MOUNTS: _ 17
r I I I I LOAD PER MOUNT(Ibs): 17.8
I I I I ARRAY AZIMUTH(') - 75
IRONRIDGE XR10 ARRAY TILT(°) 24
SYMBOL KEY: I -1 -- -J I-- I I NUMBER OF FLOORS 1
------- RAIL I I I I I I I I L-FOOT _
——--— RAFTERS I I I I I QMSE-LAG SHINGLE
ROOF I COMPOSITE SHINGLE
FIRE CLEARANCE + - ! I 5" X 5/16"-LAG
®...... ® STRINGCONFIG. r 2.5"MIN.EMBEDMENT PER C
SCREW
STRUCTURALCUSTOMER INFORMATION:
UPGRADES 2X8 NOMINAL,16 O.C.
SOLAR MODULE
HEATHER B ROWS
® MOUNT
MOUNTING DETAIL 11 DANA STREET
NORTH ANDOVER,MA 01845
® SKYLIGHT BRAY 3 LAYOUT SCALE: NTS (978)836-0103/#2154102
® CHIMNEY SCALE: 3/16"=1'-0"
PLUMBING OR
" ATTIC VENT DESIGNED BY: REV#: DATE:
PV-2a0
O ATTIC VENT VALID.B 1 0 2/23/16
SUNG—INC.0 FRANKLIN ST SUITE 3100AKIAND,CA edSOT By:WDY Date:—LxeNon:Rowe-315a1025V25M1MSIm:11x1) THESE DRAWINGS,SPECIRCAHONS.AND DESIGNS ARE—PROP—OF SUNOEVITY 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 3 4 5
OD CTR IG L SPECIFICATIONS INVERTER t SPECIFICATIONS
ELECTRICAL KEY:
(32)Trina Solar TSM-255 PD05.05 SOLAREDGE SE7600A-US
BREAKER SHORT CIRCUIT CURRENT(Isc): 8.88 RATED WATTS(EACH): 7600
�— SWITCH OPEN CIRCUIT VOLTAGE(Voc): 38.1 AC OPERATING VOLTAGE(V): 240
[]. SCREW TERMINAL OPERATING CURRENT(IMP): 8.37 AC OPERATING CURRENT(A): 32
m FUSE OPERATING VOLTAGE(VMP): 30.5 NUMBER OF MPPT CHANNELS a-
6 SPLICE MAX SERIES FUSE RATING: 15 INVERTER EFFICIENCY: 0.975
EARTH GROUND STC RATING: 255 INTEGRATED DC DISCONNECT
/77 CHASSIS GROUND [DESIGN
C ft
232 INVERTER I INPUT SPECIFICLMNS
ONS NOMINAL CURRENT PER STRING(loam): 11.7,11.7
GEC
EGC GHDESIGN TEMP('C): 32 NOMINAL VOLTAGE(Vnom): 350
N. EME ANNUAL DB(°C): -18 MAX SYSTEM VOLTAGE(Vmax): 500
MAX CURRENT PER STRING(Imax): 15 A
4 ?AV INPUT CIRCUIT CURRENT(Imax): 30
200A MAIN BREAKER
1;3)#8 THWN-2 (3)#8 THWN-2 (3)#8 THWN-2
(4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC (1)#8 GEC (1)#8 GEC
(1)#10 EGC (1)#10 EGC 3/4"EMT 3/4"EMT 3/4"EMT
FREE AIR 3/4"EMT
METER
AC DISCONNECT,
(E)LOADS
(N)SE7600A-US 60AMP,
INVERTER W/INTEGRATED (E)LOADS
DC DISCONNECTS NON-FUSIBLE,C-H (E)200A GE MSP
DG222UR6
_ ———ST——————IL
MPPT 1 LOCUS 40A 2P' 240V 2P 3-W 1 ,
1 RING OF cb
C 16 MODULES �-
–AC METER LOAD LINE
OPT.CURRENT=11.66A DC --
-:OUTPUT DEc__— ------- B
-- – – -- -- ------- --------- --
1 STRING-0 FMPPT 2
16 MODULES 4
OPT.CURRENT=11.66A INVERTER
GEC IRREVERSIBLY SPLICED TO
EXISTING GEC OR BONDED DIRECTLY
TO EXISTING GROUNDING ELECTRODE
(IF APPLICABLE)
MIN.NEMA3R UL LISTED JUNCTION
BOX WITH 90'C TERMINAL RATINGS
LOCATED ON ROOF
C
Inom=(16 x 255W)/350V=11.7A CONDUIT ELEVATION:1/2 TO 3-1/2"=22°C 32 MODULES TOTAL
OPERATING VOLTAGE=350VDC(REGULATED) HIGH AMBIENT TEMPERATURE:32-C 32 x 232(PTC WATTS)x 0.975=7238 CEC WATTS CUSTOMER INFORMATION:
EXTREME LOW:-18"C HEATHER B ROWE
200 x 1.2=240 ROOFTOP,AMBIENT TEMP(Tcorr):54"C=0:76 SE760OA-US MAX OUTPUT CURRENT=32A 11 DANA STREET
240-200(MCB)=40A CONDUIT FILL(Cfill):0.8 BREAKER SIZE=32A,x 1.25=40A=>40A NORTH ANDOVER,MA 01845
MAX ALLOWABLE AC PV BREAKER=40A
CONTINUOUS USE=Imax w 1.25=15A (978)836-0103/#2154102
CONDITIONS OF USE=Imax/Tcorr/CYII
=15A/0.76/0.8=24.67A
CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE:
INSTALLATION SHALL USE MIN.#10 AWGPV-3.0
VALID.B 1 0 1 2123/16
WITHOUT WRwRITTEN CONSENT
SUNOEVRYINC H FRANNUN ST SUITE 310 OA—D.CA W07 By:Buoy Dak:—Loralbn:Row"-2154102 SY2 SN-Sim:11x1T THESE DRAWINGS.SPECT—ONS.AND DESIGNS ME THE PROPERTY OF SIINGENTY INC.NO PART—BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THESPECIFlOPROJECT FOR WHICH THEY IMVEBEEN DEVELOPED
1 2 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 RATED AC OUTPUT CURRENT(A): 32
GROUND-FAULT INDICATOR(ONIINVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS
AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240
MAIN SERVICE DISCONNECT
WARNING INVERTER 1 DC DISCONNECT
WARNINGPHOTOVOLTAIC SYSTEM DISCONNECT
ELECTRIC SHOCK.HAZARD
RATED MAX POWER POINT CURRENT](Imp): 23.3
A
4
IFAGROUNDFAULTISINDICATED, PHOTOVOLTAIC POWERRATED MAX POWER POINT VOLTAGE(Vmp): 350
NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500
MAY BE UNGROUNDED AND ENERGIZEDSOURCE
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:
WARMING WARNING
ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD
DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS
TERMINALS ON BOTH THE LINE AND LOAD PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
POSITION IZED
SIDE MAY BE EN rIN THE OPEN AND MAY BE ENERGIZED
NEC 705.12(D)(2)(b)
3 PLACE THIS LABEL AT P.O.C.TO SERVICE B
DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND
SUBPANEL IF APPLICABLE))
NEC 690.56(c)
WARNING PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT
DOWN IS INSTALLED
INVERTER OUTPUT CONNECTION
DO NOT RELOCATE THIS PHOTOVOLTAIC SYSTEM EQUIPPED
OVERCURRENT DEVICE WITH RAPID SHUTDOWN
NEC 705.12(D)(3)
PLACE LABEL ON ALL EQUIPMENT CONTAINING
OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER
TO A BWSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE
SOURCES.
CAUTION NOTE:
OUTSIDE LABELING OF SYSTEM COMPONENTS AND METERS
IS TO BE DONE IN A WAY SUITABLE FOR THE ENVIRONMENT C
CONTAINS MULTIPLE POWER IN WHICH THE EQUIPMENT IS INSTA4LED.NO STICKERS ARE
SOURCES PERMITTED. CUSTOMER INFORMATION:
HEATHER B ROWE
11 DANA STREET
NOTE: NORTH ANDOVER,MA 01845
BACKGROUND ANDILETTERING COLORS FOR (978)836-0103/#2154192
SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF
PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS,
STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS
INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. DESIGNED BY: REV#: DATE:
PV-4.0
VALID.B 0 2/23/16
BUNGEVITYING..66 FRANKLIN STSUITE310 OAKIAND.CA"607 - SY.OY Data:Wrest Raxa-21E6f025V35MaISIm:1fz17 THESE DRAWINGS,SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNOENTY 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
Mance Multi -So lution& Rrr�.�� THE Universal MODULE
� PRODUCTS POWER RANGE ELECTRICAL DATA(sic)
1IIl^�I ISM-`DOS 250.265W Peck Power Wafts PN..IWP) 245 250 255 .260 265
THE Universal P-�JP--'r : , 11 TSM-PD05.08 24ST265W Z..-im Polo,Vdio,cc-Pr (VI1 .5
TSM-`1105.05 265;260W Maxlmvm Power Volbge-Vero)v) 29.9 30.3 311.5 30.6 30.8
'' 1� M"Iro-Power Cunenllue.(A) 8.20 8.27 8.37 8.50 8.61
{ ,. _ .1! -�� DIMENSIONS OF PV MODULE Open CIRMU f Voltage Voc iVl 37.8 38.0 38.1 30.2 38.3
�r I uml mm Short Cir-it rant-IscA
MODULE - _ () 8.0 8.79 156 9.00 9.10
IL 941 Motlule Effic envy cm l%) 150 153 IS-6 15.9 16.2
11 - rraCWnce l000 w/m'Ce Lemper°lure 25°1A
f JL �� T e roEcro io iyplca e,Acencyretivc ona145int]OO W/m'occo Cng to EN 60906-1.
1
��w�mLr h ELECTRICALDATA(NOCT)
_SII 1e I mwimum Powar-Pr....IWO) 182 186 190 193 197
60 CELL Maximum ncPower Voltoge V•n(V) 27.6 28.0 28.1 28.3 28.
`1105.05 4
e ' Maximum Powe,C11-1-1(A) 6.59 6.65 6.74 6.84 6.93
" I'- Open Cu t Voltage Voc(VI 3S.) 35.2 35.3 35.4 355
MULTICRYSTALLINE MODULE 11 {� Short Cbcpt Omrennm 111 7.07 7.10 717 727 7.35
Nocr:1111alp6xe or BBo w/m',Amelemremgerg,,,re zD•c.wspeeal m/:.
`005 1. MECHANICAL DATA
POWER OUTPUT RANGE - �aro,e a_ A spm-Iff, MWricrystalline156.156mmf61nches)
Our most versatile product
•Compo'.11e w'n all major BCS Components and system CeR.0-toll- 6D-Er I6>•10)
OCSign+ Motlule dimensions 1650.992r 35 mmf64.95,39.05x1.37 inched
16.
,��
0!$91000V L i1000 IEC certified ----812 IBo� weight 18.6 kg(!ubl
Back Vitt. Gless 3.2 mmD.13 inchesl.High hot-ssion.AR Coated Tempered all.
MAXIMUM EFFICIENCY --- Backsheet White IPD05&PDOS.D8):Block(PO05.05)
Frame Silver Anodized Aluminium Alloy IPD051%BlackIP005.08&PDO5.05)
�r° One of the industry's most trusted modules ,-B°x IP65a,IP67. errated
O �V� Fie.d ploy-ra `ormance eaHles
190Pnprpvplrale Tacnnology cable 4.omm=io.emmcnes'),
ti 3?V,
T000mmi39a7mcneg
POSITIVE POWER TOLERANCP -- - -- - 1L-s Cpnnecta, MCA Cam fible
Highly reliable due to stringent quality control
��\�I C 3C nou-ies's(UV.TC,HF,and Mary T^urt' I-V CURVESOF PV MODULE(260w;
1 n I L - TEMPERATURE RATINGS MAXIMUM RATINGS
.ic.-I;£,- In-noL,e rstirg goes well bey'ona cerl...raEcn Ieu�,i,emenis
•FID resl'ti.l"' aaowm___ Nominal OPeral nB Cell 44°cl-*2'CI BA e,hrOnol iemPerafure -60-«85°C
Y LI .r?IJ I I' -�\ TamparatUrc(NOCT1
h rBn em rw5' Maximum System 1000V DC(IECI
I O L VITT t r -- Temperolure Coelficent of Pu.. -0.41%/"C Voltage 1000V DC IgE)
ed T 410 :,7 : cuw/m Tera
emptureoa
Ctfc enl of Voc 032%/"C Mox Ser'es Fusa Roiing 15A
'�k opo Id pt ` Temperature CoefOueni of be 0.05%/-C _.
Certified to withstand challenging environmental m \`
Intl
pp conditions
LLlf'Plod- •/. „r+:r l.;
It in:T.1,+)s".+ofk1.["k,-1,1" 2400 Pa v✓II'd clad e � WARRANTY
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+' Othe-r p i''1'l7 ,•tf' CERTIFICATION
1h ng Smart Lr. gy LINEAR_PERFORMANCE WARRANTYCE .11Ln PACRAGINGCONFIGURATION
- '--------- fO Year Product Warranty•25 Year Linear Power Warranty Modules per box:30 pieces
Jho
Trina Solar UhB, ---'-- ""- --'--'' + A Motlules per40'Confalner:840 pieces f
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TrIamsolar BB. _ _ `�rimsolar zfilSTrmalala L,ml,ea ARrlgh„re,eryas TaeeDeo,aneneladeein,h daro,haafara,filee„ae angawl+cep+ao e.
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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 The modules with the specified construction as below may be marked with its type
for UL listed fire performance products only as the below table:
2 TIAN HE RD,ELECTRONICS PARK NEW DISTRICT,
CHANGZHOU,JIANGSU 213031 CHINA, Module model Specific construction Marking
TSM-xxxPD05, Superstrate: 3.2-4.36mm thick; Module Fire
TSM-xxxPD05.08 EVA: 0.25-0.61mm thick; Performance:
This is to certify that PHOTOVOLTAIC MODULES AND PANELS WITH substrate: 0.30 mm - 0.64 mm Type 1
representative samples of SYSTEM VOLTAGE RATINGS OVER 600 VOLTS thick;
Refer to addendum page for Models Frame:
Cross sectional dimension: 35
x 35mm,
Height: 35mm,
Have been investigated by UL in accordance with the Thickness; 1.5mm
Standard(s)indicated on this Certificate. TSM-xinPD05 Superstrate: 3.2-4.36mm thick; Module Fire
TSM-xxxPDO5.05,1 EVA: 0.25-0.61mm thick; Performance:
Standard(s)for safety: UL 1703-Standard for Safety for Flat-Plate Photovoltaic TSM-xxxPD05.08 thickrate: 0.284 mm - 0.30 mm Type 2
Modules and Panels and ULC 0RD/C1703-01-Flat-Plate Frame:
Photovoltaic Modules and Panels. cross sectional dimension: 35
x 35mm,
Additional Information: See the UL Online Certifications Directory at Height: 35mm,
www.ul.com/database for additional information Thickness: 1.5mm
TSM-xxxPD14, Superstrate: 3.2-4.36mm thick; Module Fire
TSM-xxxPD14.08 EVA: 0.25-0.65mm thick; Performance:
Only those products bearing the UL Listing Mark for the US and Canada should be considered as Substrate: 0.284 mm - 0.300 mm Type 8
being covered by UL's Listing and Follow-Up Service meeting the appropriate requirements for US thick;
and Canada. Frame:
The UL Listing Mark for the US and Canada generally includes:the UL in a circle symbol.with"C" Cross sectional dimension:
and"US"identifiers:c of P the word"LISTED";a control number(may be alphanumeric)assigned 40-35 mm,
by UL;and the product category name(product identifier)as indicated in the appropriate UL Height: 40mm,
Directory. Thickness: 1.5 mm
Look for the UL Listing Mark on the product. TSM-XXXPD05.10 Superstrate: 3.2-4.36mm thick; Module Fire
TSM-XXXPD05.18 EVA: 0.25-0.65 mm thick; - Performance:
Substrate: 0.025 - 0.284 mm Type 5
thick;
Frame:
Cross sectional dimension: 40*
38 mm,
Height: 40mm,
//•� Thickness: 1.8mm
l_-7
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Page 1 of 4 Page 3 of 4
II
_ s01 a 1 0 0 Single Phase Inverters for North America
solar 0 O SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/
SE7600A-US/SE10000A-US/SE1140OA-US
7 .. . --- -- --- -
SE3000A-U1.5F3800A-US SE5000A-US SE6000A-US SE7600A-US'SE30000A-US SE11400A-US
0UTP4T
SolarEdge Single Phase Inverters
@
Nominal AC Power Output 3000 3800 5000 6000 7600 9980 208V 11400 VA
10000 @240V ,
Max.AC Power Output 3300 4150 5450 @240V 5400 0 208V 6000 6350 10950 @240V 10800 @ 208V 12000 VA
For North AmerIG'a AC Output Voltage Min:Nom.-Maxf'
1.83-208-229 Vac ✓ ✓
SE3QOOA-US/SE380OA-US/SE�OOOA-US/SE6000A-US/
AC Output Voltage Min:Nom.-Max."' J J ✓ ✓ ✓
2J ✓
SE760OA-US/SE10000A-US/SE1140DA-US ACCFFreq -264Vat
.. . requency Min:Nom:Max.lel 59.3-60-60.5(with HI country setti nf 57-60-60.5) Hz
Max.Continuous Output Current 12.5 16 24 @ 208V 25 32 48 @ 208V 47.5 A
21 @ 240V 42 @ 240V
GF01 Threshold 1 A
Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes yes
INPUT _ _ _ _ _ _ _ _
`nvarter Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W
Transform—less,Ungrounded Yes
W�r� Max.Input Voltage 500 Vdc
�ptY'm N DC Input Voltage - 325 le 208V/350 @ 249V Vdc
NAY M .Input Currents 9.5 13 1fi.5 @ 208V 18 23 33 @ 208V 34 5 Adc
15.5 @ 240V 30.5 @ 240V
Max.Input Short Circuit Current 4s Adc
Reverse Polar ty Protection - Yes
Ground Fault Isolation Detection 600ku Sensitivity
Maximum Inverter Efficiency 97.7 98.2 99.3 98.3 98 98 98 %
CEC Weighted Efficiency 97.5 98 97.98 @ 208V 97.5 97.5 97 @ 224V 97.5 %
Nighttime Power Consumption <2S <4 _. W
ADDITIONAL FEATURES -
I)l
supported Communication Interfaces RS485,115232,Ethernet,ZlgBee loptionai)
WWR Revenue Grade Data,ANSI C12.1 Opfional°'
Rapid Shutdown-NEC 2014 690.12 - - Functionality enabled when SolarEdge rapid shutdown kits stalled" _
STANDARD COMPLIANCE. - - -- -._ -
Sftyt _- -- --- - ULI741.UL36UL1998,CSA 22.2 - - --
GIdC Connection IEEE Standards IEEE1547
3
Emissions _ _ _ _ FCC part15 class B
INSTALLATION SPECIFICATIONS
AC output conduit
s lze/AWG range 3/4"minimum/16-6 AWG 3/4 nimum/83AWG
it DC Input co ndud size/p of strings! 3/4minimum/1 2 Strings/16-
3/4 minimum/1-2 strings/
AWG range ` 6 AWG
14-6 AWG
Dnn ions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 305,12.5110.5/ in/
(HxWxl�) 775.315x260 mm
Weightwth Safety Switch 51.2/23.2 54.7/24.7 884/40.1 Ib/kg
� 4 Natural
convectionCooling Natural Convection an internal Fans(user replaceable)
fan(us
The best choice for SolarEdge enabled systems
Noise a rapjaceaniel so q$A
- Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min.Max.Operating TemperatureRange -13e+14o/a5 to+6o(-4oto+sove(sionavailablei'q 'F/"c
perior efficiency(98%)
SU Protection Rating NEMA 311
- Small,lightweight and easy to install on provided bracket vrner're.ron,l i.m�xr or....�m,asomrEex..0 oon.
pi p higher surest source mry be uzetl:the imrerter mill limit Its InOu[cones[m the values 11 Id.
Built-in module-level monitoring 'rl gE,ee�e P,ae m.ener v/NaE»xxxAus000NNnz Iror tsoow ie�enensEreoon-usoozrvuazl.
- Internet connection through Ethernet or Wireless an.��I�ue.A Eit PiNaEt000"eso-st.
F/N:SE.asvA-Us000NNUd(brr60nW lnverter:SE]60aA-USOOIrvNUdI.
- Outdoor and indoor installation
- Fixed voltage inverter,DC/AC conversion oply
- Pre assembled Safety fasterinstallation
OptJonal-revenue grade data,ANSI C1 .1
LliF-1-
0USA uERMANY ITALY-FRANCE-JAPAN C-111,A-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solared e.Us 11 A-
Ti It
AUTHORIZATION TO MARK 00 AUTHORIZATION TO MARK
Product: Utility Interactive Inverter
This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Brand Name: SolarEdge
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 model(s)'identifiied on the correlation page of the Listing Models: 7 models:SE3000,SE3300,SE3800,SE5000,SE6000,SE7000,SE7600
Report. (Option:followed by A to indicate Interface board,etc.)
This document is theroe g Services and is not transferable.The certification mark
(s)p rty of Intertek Testing (s)ma y 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
6 Ha'Harash Street 45240 128 JUN CHENG RD
Address: Hod Hasharon Address: GUANGZHOU
GUANGDONG 510530 CHINA
Country: Israel Country: China
Mr.Oren Bechar o
Contact: Mr.Mair Adest { Contact; Elaine Ouyang
Phone: +972 9 957 6620#293 or Phone: 020-2805-4025/135-7023-5852
+972 9 957 6620#131
FAX: +972 9 957 6591 FAX: NA
Email: OREN,B@SOLAREDGE.COM Email: Elaiine.ouyang@jabil.com
Party Authorized To Apply Mark: Same asManufacturer
Report Issuing Office: Cortland,
NY 13045 S
Cvo-
Control Number: 4004590 Authorized by:
for Thomas J.Patterson,Certification Manager
C us
4s1flD
Intertek
This document supersedes all previous Authorizations to Mark for the noted Report Number.
This AulboXpaHon b Mark is br dre extlusiva use of Intertak's CI!ant antl is pravlded pursuant b Iha CeN0ra5an epreerrent beMeen Intertek antl i[s Qient Irrterlek'e responsibility arW liability ere
Ilmi[etl b lira tarma antl contlltlons of Ma agreement.Intedek assumes rro IlaElity to any peXy,oMar IM1an l01M1e Dilenl In accortlanca wIM the agreement,fos any loss,okpansa or tlomage occeslone0
OyI use of MIs MIH...III to Mark., tM Cllent is thin izetli permitcopybrg or dlstrlbution o/MIs AUMori3ellon to Mark nntl IM1an nin16—fti.Use of Inlarte1, ,-I—r mall Is
reslXcletl b Ma rnntlidons laitl aut in Hu agreement arrtl in this AUMorizab'an b Mark.Any fuller use of Me IrRertak name for Me sale er ativarHsement of(Ire las@tl material,pmtluN ar seMca must
firs)be aper—In writing W Inbdel InItIM Factory Assessments all poll,-up SIM--for Hre Durpose of asspdng appreDrlate maga of tie C 01ficatkrn ni-In acco&noe Mth Me
agreement,May aro not kr the purposes of,pmdmb,n gualin contrel and do rot relieve Me Cllent of Molr obligations in Mis 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:2001/09/01 Ed:3 General Use Power Supplies -(R2011)
Standard(s): UL SUBJECT 16998,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection-Issue
No.2,2013/01/14
CSA TIL M-07,Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection-Issue
No.1,2013/03/11
ATM for Report 3188027CRT-001a Page lrof 8 ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued:13-Nov-2014
" EO 18.3.15(1Jam13)MaMatory
ED 10.3.15 fl-13)Ma -n,
4 r ; 3933 US Route 11
Cortland,NY 13045
Telephone:(607)753-6711
Facsimile: (607)756-9891
w—Jotertek.com SolarEdge Technologies Ltd Letter Report 101703554CRT-001
June 20,2014 Letter Report No.101703554CRT-001 June 20x',2014
Project No G101703554
• 3-ph Inverters:
Mr.Meir Adest Ph:+972.9.957.6620 o SE9KUS/SE10KUS/SE20KUS when the.SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-
SolarEdge Technologies Ltd email:meir.a@solaredge.com x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is
6 Ha'Harash St,
HOD HASHARON,ISRAEL any number;inverter part number mayibe 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.T2 requirement for rapid shutdown. Completed by: Radhe Patel Reviewed by: Howard Liu
This investigation was authorized by signed Quote 500534459 dated 06/10/2014.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 �_f
personal on 06/17/ 014. Signature: �✓
�— Signature
The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. Date June 20",2014 Date: June 20',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:
• 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.
o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9.
o Papa,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ecc,ddd,eee is any number,0-9 to a maximum
upto aaa=300,bbb=350 ccc=500,ddd=600,eee=700.
o 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,000 is any number,0.9 to a maximum up to
mmm=405,nnn=300,000=350
• 1-ph Inverters:
o SE3000A-US/SE380OA-US/SE5000A-WS/SE6000A-US/SE760OA-US/SE1000OA-US/
SE1140DA-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 followedlby a suffix
Page i of 2
TNs repon is M Ina—miva use of Inteneks Gent and is p,ovidad PunuanI b me agreement behaeen Inm k end its Oln,L InImmi,s,es miW ity mM Imwi'are IIMb,d to the—
antl mnditlp„s M g+e ny mrry,.liar, gren b IN,aient in acwrtlar,m wim-ag —nt far—less,expense or damegk arrasi.ned by ma use
of this repon.Only me Client is eul—and m permit ruming or disbib.&m of mis report,and then only in iia enlf.ly.My use of the Interbk name mono of Its merles b,me sale ar
r W nisement of IM1e t it imply
cm1 1,product dr l.d.t mush prem I approved In wneng.Intenek.The bbserretlons end test res,Ils In mis,eport ora}ekvant only me sample tasted.TNB
report by itself doers rot imgy Nat ma material,p,oduct or service is or has aver been under en Interte/k/certigcaAon proprem.
J, 4> a[na ,n tele Page 2of2
Inha'tek u,\Ik,:••f/'+ Intertek irlt"tck Imnrlei -k Intertek Testing Services NA,In.. So 12.1.2(11/11/10)Informative
Intertek Testing Services NA.Inc. SO 12.1.2(11/11/10)Informative
1
i
0
solar o o Solar" 0 0 SolarEdge Power Optimizer
Module Add-On for North America
_ =Z= P300 / P400 / P405
SolarEdge Power Optimizer -- _ - _ --
P300 P400 P405
(Lor 60-11 modules) (for 72&96-cell modules) (for thln film modules) .
Module Add-On For North America INPUT
Rated Input DC Power"" 300 400 405 W
P300 P400 P405 o Absolu a Maximum Input Voltage
Absol� mm,imtemperature)
input
V48 80 125 Vdc
west
O MPPT Operating Range 8-48 8-80 12.5-105 Vdc
Maximum Short Circuit Current(Isc) 10 Adc
Maxim um DC Input Current 12.5 Adc
Q Maximum Efficiency 99.5 y6
Weighted Efficiency 98.8
" Overvolt.g.Category 11
., • - VT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER)
1 ` OUTP .. .. _. -- - -..
1 .` Maximum Output Current 15
- Maximum Output Voltage 60 _ 85 Vdc
OUTPPT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF)_
Safety Output Voltage per Power Optimizer _ - _ 1 Vdc
STANDARD COMPLIANCE
EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1(class 11 safety),UL1741
•3, _RoHS _ Yes
tt INSTALLATION SPECIFICATIONS
a s' Maximum Allowed System Voltage 1000 Vdc
Pxxx-2 series 141 x 212 x 40.5/5.55 x 8.34 x 1.59 " mm/in
Dimensions(W x L x H) 128x 152 x 27.5/ 128 x 152x 35/ 128x 152 x48/
Pxxx-5 series 5 x 5.97 x 1.08 5 x 5.97 x 1.17 5x5.97 x 1.89 mm/m
Weight(including cables)I Pxxx-2 series 950/2.1 gr/It,
Pxxx-5 series 770/1.7 930/2.05 930/2.05 gr'/Ib
Input Connector MC4 Compatible
Output Wire Type/Connector Double Insulated;Amphenol
_Output Wire Length 0.95/3.01.2
/3.9 m/ft
Operating TemperatureRange -40IP65 N40-+185 'C/'f
Pxxx-2 series / EMA4 gr%It,
Protection Rating
Pxxx-5 series IP68P68/NEMA6P gr%Ib
Relative Humidity 0-100
°(
'eeermn aw,onnemd mmme or PP3o sz PPw�,meanr�mmwen. _. .. — .
PV SYSTEM DESIGN USING
A SOLAREDGE INVERTER(') SINGLE PHASE THREE PHASE 208V THREE PHASE 980V
Minimum String length 8 10 18
(Power Optimizers)
l PV power optimization at the module-level Maximum String Length 25 25 50
1 o 25%more energy (Power Optimizers)
— Up
f BY Maximum Power per String 5250 6000 12750 W
Superior efficiency(99.5%) Pam lel.5trings of Different Lengths
Yes
— Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading orr0orientavons
wetl ro mix P405.1h P3u0jP35D/P400/P60D/P]W 1 one smog.
— Flexible system design for maximum space utilization `
— Fast installation with a single bolt
— Next generation maintenance with module-level monitoring
— Mooule-level voltage shutdown for installer and firefighter safety
1 USA GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUS!KA.IA www.solaredge.us ,.
I
I '
I
i•r.��it:,1r�
/��IRONRIDGE Roof Mount System AUTHORIZATION TO MARK
LOr 4. This authorizes 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
+ If Report.This authorization also applies to multiple Iistee model(s)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.
wM'y
Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc.
1495 Zephyr Ave 1435 Baechtel Road
,..- Address: Hayward,CA 94544 Address: Willits,CA 95490
t Country: USA Country: USA
- Contact: Yann Schwarz Contact: Jim Norsworthy
Phone: (000)227-9523 phone: (800)227-9523
(510)225-0973
FAX: (707)459-1833 FAX: (707)459-1833
Y--� Email: yschwarz@ironridge.com Email: jnomworthy@ironridge.com
Party Authorized To Apply Mark: Same as Manufacturer
Report Issuing Office: Lake Forest,CA
Control Number: 4007559 Authorized by: S�
for Thomas J.Patterson,Certification Manager
ETL CLASSIFIED
0I 11S
Built for solar's toughest roofs. 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 mkA 6a�6^^mtkkkmrua=d.=a call^kkk'=clidd tlhpM1„rdIdP.ravedid = "" dddn—M—""=2k=IIM1:a i,trldak'araap^ .e,=atlkab"y=la
b pw brns eM cvMilbm al pw agrroment Inbret asaumes rw lobaN m arN peM,olNer tlran b the Gbnl b accwdermuiOr Vie epreemmt br erW loos,eapertae or tlamape oambned
and proven in extreme environments. b/Ne lee of Wla A^Nvriration to Meh.ONy Ne Gentrs auNvnmtlb permh copymp or diii—npr BX,Au—d— Mbit end dt--N in its entirely.Uaeol lnkdek'I C—t.mmkk
WcktlmlM1e mntlluvru laNl oulmtha a0reementantl in tM1e Autllor�livn rk.Any lurVer uea of Ma lnlerlek name br ma eae or atlwNsament of lire bsbtl materiel,pmtlucl orservice mual
Nat ba appmvetl In wntkp Ly Inbrkk bltkl Fvctory Aaeesemenb antl Fobw up Serrices vm for Ills Wrpose olveaurnp eppmpdvb uvega of Me Certibaron meh in aanMvnm veN IM apreemenl
Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and M anro brVkp mveaalpptl nb,�iNwn a ddarot a�aobomalal a.ablaak=bq e e pe t
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 Road,Arlington Heights,IL 60005
Telephone 800-345-3851 or 847-4335667 Fax 312-283-1672
�;M! Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate
j1 Standard(s): Photovoltaic Modules and Panels,Issue Number:1,October 4,2010
All components evaluated for superiors f Pre-stamped engineering letters
structural performance. _ available in most states. Product: xR Rails with Integrated Grounding.
Brand Name: N/A
Models: 51-61GD-005,51-61GO-005B,51-5000-001,and 51-65-001
Class A Fire Rating 7 Design Software
+ L Certified to maintain the fire resistance Wil, i Online tool generates a complete bill of
rating of the existing roof. _ _ materials in minutes.
Integrated Grounding I'1 20 Year Warranty
�( 1
�+..✓J I UL 2703 system eliminates separate { Twice the protection offered by
module grounding components. _ _ competitors.
ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:10-Nov-2014
Ea16.3.150-131Mbndamry
i
AZII,�\IRON RIDGE Integrated Grounding.System Installation Overview
41 Install Roof Attachments
Simplified Grounding g •Install appropriate roof flashing and/or standoff for roof type.
For Greater Safety&LOYJ@f Cost 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. i
•Slide second rail over splice,then secure with opposite end of
The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling screw. i
challenges by bonding modules,directly to the mounting
rails.This approach eliminates separate module Mount&Ground Rails
grounding hardware,and it creates many parallel j J
grounding paths throughout the array,providing Attach ach rails to L-Feet and level rails. i
greater safety for system owners.
Grounding Mid Clamp Install one Grounding Lug per row of modules.
Each Grounding Mid Clamp pierces through the
anodized coatings of both the module frame and Connect Grounding Lug to grounding conductor.
the mounting rail to form secure electrical bonds,
which are repeated throughout the array.
1 Install Modules&Clamps
Install first module using End Clamps and Grounding Mid Clamps.
+ 1
Install additional modules using Grounding Mid Clamps. t
Finish row with a second pair of End Clamps. _
Testing&Certification i
l a� Module Frame Compatibility
The IronRidge Integrated Grounding
System has been tested and certified toF DFff
imension Range
UL 2703 by Intertek Group plc. _ A _ 31.Om_m-51.om_m
m(minimum)
UL 2703 is a proposed UL standard B 5.0$m —----
`w / for evaluating solar module mounting Any module frames whose parameters are not listed in the
and clamping devices.It ensures these provided table have not been tested for compatibility.
3 devices will maintain strong electrical and
mechanical connections overan extended
The Grounding Clamp has proven robust in grounding 60-cell and ,
period of time in extreme outdoor
1 � 72-Cell solar module frames with box construction and a range of ,
cryo environments.
\`�`-�,•�� � +��,,p.;�*� may/ anodization thicknesses.
The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction �
Grounding Strap ! of UL 1703,the solar module testing within the parameters stated above are compatible with the
� � Grounding Straps are used to / standard,including temperature and IronRidge Integrated Grounding System.
'' bond rail-to-rail wnnectlons. Grounding Lug humidity cycling,electrical and mechanical
required on the
They are only y
ran with tire A single Grounding Lug e grounding lug- load testing,and manufacturing quality O Go to ironridge.com/ig
connects an entire row
of Pv modules to the reviews.
grounding conductor. --�
8431 Murphy Drive
Middleton,WI 53562 USA Starling Madison Lofquist, Inc.
i
Telephone:608.836.4400 ! u n s u/l 1"g S t r u r r. r.:/ .r n d f o r r n.i c i'n g r n v r r
Facsimile: 608.831.9279 sm_
wmv.ihtertek.com 5224 South 39'Street,Phoenix,Arizona 85040
tel:(602)438-2500 fox:(602)438-2505 www.smleng.com
IronRidge June 16,2014
In the 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 1 of 11
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 XR100 Rail,Roof Flush Mounting System—Structural Analysis
USA
Product Description: XR Rails with Integrated Grounding. Dear Sir:
Ratings&Principle Fire Class Resistance Rating:
Characteristics: I-Flush Mount Symmetrical. Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the IronRidge XRI.00 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:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures
International Building Code 2012 Edition
Models: 51-61GD-005,51-61GD-005B,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/Retentioh Devices,and Ground Lugs for Use with Filat-Plate Photovoltaic Modules Aluminum Design Manual,2010 Edition
and Panels,First Edition dated Ian.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 XR100 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.in. 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 aluminum 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: 08/27/2014 to 03/17/2015
Test Report Number(s): I 101769343MI"Olr1,101769343MID-001a,101915978MID-001,&101999492MID-001arl-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 ate at the same slope as the underlying 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 It,Fire Resistance Title: Engineering Team Lead,Fire Resistance deflection requirement that the rail not come into contact with the roof.
Signature: " �" Signature:
Date: 03/30/2015 Date: 03/30/2b15� The effect of seismic loads(for all design categories A-F)have been determined to be less than the
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 7,,8&9 below for 28-45 degree slopes.
This Verification is jar the e-lusive use of mtertek's client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibrlity and liability are
limited to the terms and conditions of the agreement.Intertek assumes no lability to any party,other than to the Client hi ¢ordonce with the agreement,Jor any/ass,expense
or damage ottasiorred by the are of this Verification.Only the client is authorized to permlt copying or distribution of this Verification.Any use of the Intertek name or one of its ,
marks for the sole or advertisement of the tested material,product or service must first be approved in writing by Intertek.The observations and fest/inspection results Starting Madison Lofquist,Inc. Consulting Structural and Forensic Engineers
referenced in this Verification are relevant only to the sample tested/inspected.This Ven/,cation py aselfdoes not imply that the material,produc(,or service is or has ever been
under an Intertek certification program.
GFT-OP-11a(24-MAR-2014)
IroaRidge June 16,2014 IronRidge June 16,2014
Mr.David F.,Taggart Page 8 of 11 Mr,David F.Taggart Page 9 of I 1
IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis
Table 7-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zo e 1 Table 8-MAXIMUM SPANS(inches)-Roof Slope 28 to 4S Degrees-Wind Zone 2
t XR100 Wind XR300 Wind
Rail Speed Ground Snow Load Ground Snow Load
Rail Speed
10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80' 90
Exposure mph 0 psf sf sf sf sf sf sf sf psi sf p sf sf sf sf sf sf sf sf sf
100 107 98 84 75 67 61 56 52 49 46 1'00 107 98 84 75 67 61 56 52 49 46
105 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46
110 106 97 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46
120 101 94 82 74 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46
1 Category 130 96 91 80 72 66 61 56 52 49 46 CateBgory 130 94 91 80 72 66 61 56 52 49' 46
t3 140 91 88 78 70 65 60 1 56 1 52 49 46 140 88 1 88 78 70 65 60 56 52 49 46
150 87 85 76 1 69 1 64 59 1 56 1 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 61 57 54 51 49 46
100 101 94 82 74 67 61 56 52 49 46 100 101 94 82 74 67 61 56 52 49 46
105 98 93 81 73 67 61 56 52 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 77 70 65 60 56 52 49 46
Category130 85 84 75 68 63 59 56 52 49 46 CateCgory 130 81 81 75 68 63 59 56 52 49 46
C 140 81 80r66
66 62 58 55 52 49 46 140 '76 76 72 66 62 58 55 52 49 46
150 76 76 65 60 57 53 51 49 46 150 71 71 70 65 60 57 53 51 49' 46
160 73 73 63 59 55 52 50 48 46 160 67 67 67 63 59 55 52 50 48' 46
170 69 69 61 57 54 51 49 47 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 Category 130 75 75 72 66 61 58 54 52 49 46
D 140 75 75 70 64 60 56 53 51 48 46 D 140 70 70 70 64 60 56 53 51 48 1 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 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 1;70 59 59 59 58 55 52 50 48 46 44
Notes—see page l 1 Notes—see page.11
Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers
g_ -9-
IronRidge June 16,2014 IronRidge _lune 16,2014
Mr.David F.Taggart Page 10 of 11 Mr.David F.Taggart Page 1 I of I 1
IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis
Table 9-MAX MUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 3 Notes-Tabulated values are based on the following criteria:
XR300 Wind Ground Snow Load I• Building mean roof height=30 ft
Rail Speed 2. Risk Category f
10 20 30 40 50 60 70 80' 90 3. Solar module lon Itdimension=67.5 in
Exposure mph Opsf sf sf sf sg f sf sf sf sf sf provide 2 m.clear lear between roof and rail
100 107 98 84 75 67 61 56 52 49 46 5. End cantilever span(max)=0.40 x maximum span from above tables
105 107 98 84 75 67 61 56 52 49 46
6. No rail splices in mid spans
110 106 97 84 75 67 61 56 52 49 46 7. No rail splices in middle 1/3 of interior spans
120 101 94 82 74 67 61 56 52 49 46
Category 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 1.08 for
8 140 88 88 78 70 65 60 56 52 49 46 Contimnus rails of 3 or more spans.
150 83 83 76 69 64 59 56 52 49 46
160 78 78 74 67 62 58 55 52 49- 46
1,70 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 mariner in accordance with the"IronRidge Roof Mount installation Manual' by
105 98 93 81 73 67 61 56 52 49 46 fronRidge and generally accepted standards of construction practice. Additional information is
110 94 91 80 72 66 61 56 52 49 46 available at the lronRidgc web site, IronRidgc.com. Verification of PV Module capacity to support
120 87 87 77 70 65 60 56 52 49 46 the loads associated with ithc 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.
C 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 7 he 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 46
105 -91 89 79 71 65 61 56 52 49 46 Please feel 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
Category
D 130 75 75 72 66 61 58 54 52 49 46 Respectfully yours, ""'Ft4'
�1 F!*ass
140 '70 70 70 64 60 56 53 51 48 46 11
150 66 66 66 62 58 55 52 50 48 46 TRdS J. G•/L./�
WAriNCR
160 '62 62 62 60 57 54 51 49 47- 45 CIVIL
170
Tres Warner,P.E. NO.49432 59 59 59 58 55 52 50 48 46 44 Design Division Manager Dao TFe s7ear° �r J
Notes-see page j l 5 NAL�`i<��EX I
•tin K�'
Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers
-t0- 11-
8431 Murphy Drive
•'4 Middleton,WI 53562 USA
Starling Madison Lofquist, Inc.
Telephone:608.836.4400 n.a Jt i ng tilrur tura/ .t nd lair n-ir fn
Facsimile: 608.831.9279 - P r n r r r
www.lhtertekcom 5224 South 39"Street,Phoenix,Arizona 85040
. - {��! J ,T ' tel:(602)438-2500 fax:(602)438-2505 www.smieng.com
:aS..-
'erir 5Cat an �.: Con.a- m!1b,;
IronRidge June 16,2014
In the 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 1 of I 1
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 XRl00 Rail,Roof Flush Mounting System—Structural Analysis
USA
Product Description: XR Rails with Integrated Grounding.
Dear Sir:
Ratings&Principle Fire Class Resistance Ratin¢.
Characteristics: -Flush Mount Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the IronRidge XR100 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:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures
Intemational Building Code 2012 Edition
Models: 51-61GD-005,51-61GD-0058,51-5000-001 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/Retentioh Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Aluminum Design Manual,2010 Edition
and Panels,First Edition dated Jan.29,2015 Referencing UL1703 Third Edition dated Nov.18,
2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in.and a
Verification Issuing Office: Intertek Testing SeFVices NA,Inc. net area of 0.583 sq.jn. 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 aluminum 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: 08/27/2014 to 03/17/2015
Test Report Number(s): 101769343MID-OOlri,101769343MID-001a,101915978MID-001,&101999492MID-001arl-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 underlying 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 contact with the roof.
Signature: ,f' Signature:
Date: 03/30/2015 Date: 03/30/2015� The effect of seismic loads(for all design categories A-F)have been determined to be less than the
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 7,'8&9 below for 28-45 degree slopes.
This Verification is far the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client Mtertek.'s responsibility,and liability are
limited to the terms and conditions of the agreement.Intertek assumes no lability to any pony.other than to the Client in accordance with the agreement.for any loss,expense
or damage occasioned by the use of this Verification.Only the client is outhorized to permit copying or distribution of this Verification.Any use f She Interreknome or one ofits
morksfer the sale or advertisement of the tested material,product or service moat first be approved in writing by Intertek.The observations and test/inspection results Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers
refere ced in this Verification are relevant only to the sample tested/inspected.This Verification(y itself does not imply that the material,produce orse vice is or has everbeen -
under on Interrek certification program.
GFT-OP-11a(24-MAR-2014)
IronRidge June 16,2014 IronRidge June 16,2014
Mr.David F.Taggart Page 5 of l l Mr.David F.Taggart Page 6 of 11
IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis
Table 4-MAXIMUM SPANS(inches)-Roof S ope 7 to 27 Degrees-Wind Zone 1 Table 5-M IMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zong 2
XR100 Wind Ground Snow Load XR100 Wind Ground Snow Load
Rail Speed Rail Speed
10 20 30 40 50 60 70 8q 90 - 10 20 30 40 50 60 70 80 90
Exposure mph 0 psf psf psf psf psf psf psf psf psf psf Exposure mph 0 psf psf psf psf psf psf psf psf psf psf
100 112 97 83 72 64 58 53 49 46 43 100 106 97 83 72 64 58 53 49 46 43
105 112 97 83 72 64 58 53 49 46 43 105 102 97 83 72 64 58 53 49 46 43
110 -112 97 83 72 64 58 53 49 46 43 110 97 97 83 72 64 58 53 49 46 43
120 112 97 83 72 64 58 53 49 46 43 120 90 90 83 72 64 58 53 49 46 43
Cate ory 130 112 97 83 72 64 58 53 49 46 43 Category 130 83 83 83 72 64 58 53 49 46' 43
140 105 97 1 83 72 64 1 58 53 49 46 43 140 77 1 77 77 72 64 58 53 49 46 43
150 98 96 82 72 64 58 53 49 46 43 150 73 73 73 72 64 58 53 49 46 43
160 92 92 81 72 64 58 53 49 46 43 160 68 68 68 68 64 58 53 49 46 43
170 87 87 79 71 64 58 53 49 46 43 170 64 64 64 64 64 58 53 49 46 43
100 '112 97 83 72 64 58 53 49 46 43 100 '91 91 83 72 64 58 53 49 46 43
105 112 97 83 72 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 46 43
110 112 97 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43
120 103 97 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 46 43
CateCgory 130 96 95 82 72 64 58 53 49 46 43 CateCgory 130 71 71 71 71 64 58 53 49 46 43
140 89 89 8o 71 64 58 53 49 46 43 140 66 66 66 66 64 58 53 49 46 43
150 84 84 78 70 64 58 53 49 46 43 150 62 62 62 62 62 58 53 49 46 43
160 79 79 76 69 63 58 53 49 46 43 160 58 58 58 58 58 58 53 49 46 43
170 74 74 74 67 62 57 53 49 46 43 170 55 55 55 55 55 55 53 49 46 43
100 112 97 83 72 64 58 53 49 46 43 100 84 84 83 72 64 58 53 49 46 43
105 108 97 83 72 64 58 53 49 46 43 105 80 80 80 72 64 58 53 49 46 43
110 103 97 83 72 64 58 53 49 46 43 110 77 77 77 72 64 58 53 49 46 43
120 95 95 82 72 64 58 53 49 46 43 120 70 70 70 70 64 58 53 49 46 43
CateDgory 130 88 88 80 71 64 58 53 49 46 43 CateDgory 130 65 65 65 65 64 58 53 49 46 43
140 '82 82 78 70 63 58 53 49 46 43 140 61 61 61 61 61 58 53 49 46 43
150 77 77 16 68 62 58 53 49 46 43 150 57 57 57 57 57 57 53 49 46' 43
160 73 73 73 6.7 61 57 53 49 46 43 160 53 53 53 53 53 53 53 49 46' 43
170 68 68 68 65 60 56 53 49 46 43 170 50 50 50 50 50 50 50 49 46 43
Notes-see page 11 Notes-see page 11
Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers
5_ -6-
fronRid a June 16,2014 IronRidge .lune 16,2014
Mr.David F.Taggart Page 7 of i l Mr.David F.Taggart Page 11 of 1 1
IronRidge XRI00 Rail,Roof Flush Mounting System-Structural Analysis IL'onRidge XRl00 Rail,Roof Flush Mounting System-Structural Analysis
Table 6-MA IMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone;3 Notes-Tabulated values are based on the following criteria:
XR100 Wind Grougd Snow Load I. Building mean roof height=30 11
Rall Speed 2. Risk Category l
Exposure mph 0 psf 6
10 20 30 40 50 60 70 80 90 3. Solar module long dimension=67.5 in
sf psf sf sf sf psf psf psf psf 4. Provide 2 in.clear between roof and rail
1!00 87 87 83 72 64 58 53 49 46 43 5. End cantilever span(max)=0.40 x maximum span;from above tables
105 83 83 83 72 64 58 53 49 46 43 6. No rail splices in cad spans
140 80 80 80 72 64 58 53 49- 46 43 7_ No tail splices in middle 1/3 of interior spans
120 '73 73 73 72 64 58 53 49 46 43
Category 130 68 68 68 68 64 58 53 49 46- 43 $• Single simple span(s). Spans listed in the tables about may,be multiplied by 1.09 for
B 140 63 63 63 63 63 58 53 49 46 43 continuous rails of 3 or more spans.
150 59 59 59 59 59 58 53 49 46 43
160 56 56 56 56 56 56 53 49 46 43
170 52 1 5252 52 52 52 52 49 46 43 Cur analysis assumes that the mils,including the connections and associated hardware,arc installed
100 '74 74 74 72 64 58 53 49 46 43 in a workmanlike manner in accordance with the"IrotrRidge Roof Mount Installation Manual" by
105 71 71 71 71 64 58 53 49 46 43 �ronRidge and generally accepted standards of construction practice. Additional information is
110 68 68 68 68 64 58 53 49 46 43 available at the lronRidge web site,IronRidgc.com. Verification of PV Module capacity to support
120 62 62 62 62 62 58 53 49 46 43 the loads associated with,the given array shall be the responsibility of the Contractor or Owner and
Category 130 58 58 56 58 58 58 53 49 46 43 not IronRidge or Starling Madison Lofquist.
C 140 54 54 54 54 54 54 53 49 46 43
150 50 50 1 50 50 5P 50 50 49 46 43
160R65
47 47 47 47 47 47 47 46 43 The adequacy of the supporting roof framing is to be determined by others.
170 44 44 44 44 44 44 44 44 43
100 68 68 68 64 58 53 49 46' 43
105 65 65 65 64 58 53 49 46 43 Please feel tike to contact me at your convenience ifyou have any questions.
110 62 62 62 62 58 53 49 46 43
120 57 57 57 57 57 53 49 46 43
ategory Respectfully 130 53 53 53 53 53 53 49 46 43 Yours,
D 140 49 49 49 49 1 49 49 49 49 46 43 P`t assn
150 46 46 46 46 46 46 46 46 46 43 :S TRES J. y•r�j•�y
WARNER
160 43 43 43 43 43 43 4343 43 43 CIVIL
170 41 41 41 41 41 41 41 41 41 41 Tres Warner,P.E. No.49432
Design Division Manager Oso TFo sTEaFo,�r� J
Notes-see page-11 -xP
NAL
*•mvo�'•"a•
Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. ` Consulting Structural and Forensic Engineers
-7- 11-
I
E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions
Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials,
ITEM' DESCRIPTION QTY./Box drill with 7/32"long-style bit,drill or impact gun with 1/2"socket.
THIS EDGE TOWARDS ROOF RIDGE NO.
I FLASHING,9"X 17'X.040",5052.MILL I e _
2 QBLOCK,CLASSIC,A36a1 CAST AL,MILL 1
3 PLUG.SEAUNG,5/16"X 70,EPDM/18-8 SS 1 ^-
4 LAG SCREW.HEX HEAD,5/16'x5-1/7,18-8 SS 1
5 WASHER,FENDER.5/16"IDX1-1/4"OD.18-8S5 1
RACKING COMPONENTS
NOTINCLUDED �. •.,_.. f/ - � � 'r. ;.'
3 L
3.j0 Locate,choose,and mark centers of rafters to be Carefully lift composition roofshingle with roofing Insert flashing between 1st and 2nd course.Slide
r,
mounted.Select the courses of shingles where bajust above placement of mount.Remove nails up so top edge of flashing Is at least 3/4"higher
mounts will be placed. as required.See"Proper Flashing Placement°on than the drip edge of the 3rd course and lower
-- 4.5n next page, flashing edge is above the drip edge of 1st course.
Mark center for drilling.
9.00- —
2
2.25 �
Quick Mount PSA
QMSE-LAG:QM,PV E-MOUNT - r
AVAILABLE IN MILL,AND WITH LAG BOLT
BRONZE ANODIZED FINISHES
uNtEssornE-SEsNcCu-
SIZE DRAWN BY: DFM REV
�t
L t
opts �A DA1E
rwrarwmwu,meww'�wra..vso+o,cuc.,voe,mry s.ew,ew. '"^w.,,rr eerconeroxw.n=,axn, oo uarseu[oadww,. ,Ha[erue�oK ung•2+ SCALE t3 wEGni psd StEErt Ort fes'
r.co1-1 Is
5ww 4 3 2 I • :i,v.. `.;
Lag PUII-Out(-Thdrawal)capacities lips)in typical 11.1riber; Using drill with 7/32"bit,drill pilot hole into roof Clean off any sawdust,and fill hole with sealant Slide theflashing into position.Insert the rubber
Lag Boll Specifications and rafter,taking care to drill square to the roof. compatible with roofing materials. plug into the QBlock cavity.
n 6• Do not use mount as a drill guide.Drill should be
5D5—in,0—ity s16',hen ver thread dept, 5 :hen Per r thread depin 'long style bW aka aircraft extension bit'to drilla
Douglas Fir,Latch .5p ]9H 266
11,.deep hole into rafter.
pouglm Flr.Spuih .4fi 705 235
—__
Eryt ann SDruce.LPdgeppb Pina lM$R t65p to hghar) ?fi - 705
H Fr 43 636 212 `
M R, 5
n�la
lNorMl Ae705 23SPNh—Poe .55 021 307y 4 GL�2'h`Ga�tTlrft'ittr..ri
SPmre Ptne Fr .42 615 205
Spruce,P,ne Fr(E aft mllbn Pst and'tghergmdes of MSRaM MEL) .50 796 266
rm.yyl 4g=.IT J fii:.,lllC LCs asci' �.l�ll -L1
Sources:Amencan Wood C,udcil,NDS.20oSTable112A.113.2A / t1 s tom. ir;flT.l-ii]Q zkl (•X{j ty]r '='
Notes � '� [ �rT.LT�1T-.�t((v, L•:�7 y�j[�t'LS.
1)Thread roust be embedded,,raft--thsrstructtrral roof member. ® r ,� r ;�ZN.r>:1a17F[}i11Z�rS
2)See NDSTabk11.5.IC farr Ireded,distances <t s' ;
�" 9 �.k lIEmrraL1'+�.,X14.1 iii. ILi'
rd iF, Q'I!�fCXtf
Quick Mount PV
Slide the washer and the L-foot included)onto Using a 1/2 inch socket on an impact gun drive
RESPECT T F e ROOF the lag screw, the lag screw until the QBlock stops rotating easily.
DO NOT over-torque.
617.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 Sep-2014,Rev 1
DIAGRAM-TYPICAL CONFIGURATION
Product Datasheet
ENERGY
I"7® __2641111 Shielded CATS
s �� -�'•� INTERNET
I 3�
_74M
111 .aflm
rie" 1 � ii
q X51. k1 9f Lacus ,.•:` M �e�®^^7r9 S
C7® =7P71
•( • 9tillsR 159Y- mom a:.a®
���///JJJ/// ELECT ICAL
• t '7® SEE
'yam® '•�� INVERTER(5) LGATE 120
- 'i • . •• • e.{y PV ARRAY
DIMENSIONS
p
% g SOCKET METER
E B
b LOCUS ENERGY
METER BASE COMM MODULE METER MODULE f
v v v I
The LGate 120 combines a revenue-grade,solid-state power meter with an advanced communications gateway. - 695m
6.3)in
These components work in conjunction to remotely monitor the performance of residential solar energy installation - 1.
regardless of panel or,inverter type.The LGate 120 is a one-piece completely under glass meter which installs
easily using a standard socket base.Performance data is uploaded in near real-time to the Locus Energy SolarOS
monitoring platform which provides a suite of tools and analytics for asset managers. 5.46 in
6.00 in
--7.30 in
DATA COLLECTION
AC energy data is collected by the meter and passed to the communications module.Additional system performance
data can be collected directly from meteorological sensors and supported inverters via availah,le RS-485 or Zigbee
connections.All data is stored in non-volatile memory and then a(tomatically uploaded to the SolarOS and SPECIFICATIONS
SolarNOC platforms.
Processor ARM9 embedded Ou Accuracy ANSI 12.20(Class 0.2%)
Os Custom version of Linux 2.6,OTA firmware updates voltage Inputs 120-480 VAC
NETWORK CONNECTIVITY Memory 128 MB RAM Max.Cmrenunput 200A
Display
The communications gateway Inside the LGate 120 supports plug and play connectivity through a cellular or available CD Green Socket Type single chase.6o H2
Socket Type 25
Ethernet network connection.Once the unit is installed and powered on,it will immediately begin transmitting data
without any configuration.For maximum reliability,the communications gateway will automatically route uploads Enclosure NEMA 3R Type zi
between the wireless and wired connections if either of the networks are unavailable. weight 8- ANSI 12.20 class 0.2%
Dlmens1cros 6.95"x 6.5"x 73" FCC Part ISE
Environment -20 to 60C,all-weather PTCRR
FEATURES warranty 5year limited warranty AT&T Carrier compliance
ANSI C12.2O power meter Easy,low cost installation °
RS-485 and Zigbee inputs Doesn't require entrance into the building
Model Numher LGate120=3G LGato126-3Gy L51te120-3Gz
i Cellular 3G GSM J J ✓
• GSM cellular or Ethernet connectivity Plug and play activation RS-4852 and 4 wire ✓
• Over the air firmware updates LCD-display Modbus ✓
Zigbee J
Ethernet RJ-4510/100,DHCP/Static ✓
Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass
125&200 Amp 125&200 Amp
Application
• Single meter position
P �+18Fit• r • Receive ANSI C12.10 watthour meters
• Surface or flush mount(see chart) '
Construction 011 F-Flush Mount 1A ,�.
� • Ring type (U1204 MSSB-2"Conduit Hub
1A 'h
" 'w NEMAT e3R , (U1207 MS68A-MS73+MS68 ZA 2"-'�
r yp L 4F 2 -Ph' t+/a'-7'
t 927 MS73-AL Screw Type Ring
'
ANSI 6l gray Ecoatfinish aG=2'k'-2"-Ph'-P/a•
o• _ •Aluminum snap ring included SF-Semi Rush Mount Top Provision=See Chart
SS-Stainless Steel
Standards Accessories
• UL 414 Listed 5th Jaw Kit-50365
011 closed) U204(open) ANSI C12.7 2�Huriplex Ground-ETB200
Knockout Layouts
A
Pad/UPc Catalog 'Anti, Sewiue Connecfiam Fig.1 Fig.2
Number Namhe, son" Jaws Type Access Line Load Ill
78205142000--Oil--- --�--�0125 4 10/3W OH/UG #14-2/0 #14-2/0 #14-2/0
Toll Provision Top Provision
78205142040 011F 125 4 10/3W OH/UG #14-2/0 #14-2/0 #14-2/0
78205142045 011 MS73 125 4 10/3W OH/UG #14-2/0 #14-2/0 #14-2/0
{ 78205142050 in ISE 125 4 10/3W OH/UG #14-2/0 #14-Z/0 #14-2/0
78205144030 927 100 7 30/4W OH/UG #14-1/0 914-1/0 #14-2/0
78205156000 204 200 4 10/3W OH 16-250MCM 46-250MCM #6-350MCM Q
78205156020 209E 200 4 10/3W OH 16-250MCM #6-250MCM 16-350MCM
78205156030 204FMS73 200 4 10/3W OH #6-250MCM #6-250MCM #6-350MCM
78205156040 204 MS68 200 4 10/3W OH 16-250MCM #6-250MCM #6-350MCM _
0 1
78205156035 204 MS68A 200 4 1013W OH #5-250MCM 06-250MCM #6-350MCM }
78205108490 204 MS73 200 4 10/3W OH #5-250MCM 16-250MCM #6-350MCM 41 -
78205156005 0204 200 4 10/3W UG #5-250MCM 46-250MCM 06-350MCM 4F 4F 4F
78205156045 U204F 200 4 10/3W UG #6-250MCM 46-250MCM #5-350MCM :am 4F
70205156060 UZ04FMS73 200 4 10/3W UG #6-250MCM 46-250MCM 16-350MCM 1A '2---=-- -
78205156070 U204 MS73 200 4 10/3W UG #6-250MCM 46-250MCM 16-350MCM 41 1A
78205156140 U207 200 7 30/4W OH/UG A 250MCM #6-250MGM #6-250MCM
78205156170 U207 200 7 30/4W UG 16-250MCM 16-250MCM 16-250MCM
78205156180 UZ07 MS73 200 7 30/4W OH/UG #6-250MCM #6-250MCM #6-250MCM
P.WUPC Catalog -Overall 0imemiansTop Knockout
Number Number "eight Width D.Plh Providian Layout Fig.3 Fig.4
['78205142000 011 12' 8" 41/e" AW Hub Fig.1 I
Top Provision
78205142040 011 F 12" 8" 4'/e" 2"max KO Fig.1 Top Provision
78205142045 011 MS73 12" 8" 04" AW Hub Fig.1
78205142050 011 SF 12" 8' 4%' 2"max KO Fig.1
78205144030 927 17" 8" 41/e" AW Hub Fig.1
78205156000 204 15" B" 4'/e" AW Hub Fig.2
78205156020 2114 F 15' B" 6" 2"max KO Fig.2
78205156030 204 F MS73 15" 8" 6" 2"max KO Fig.2
78205156040 2114 MS68 15" 8" 4'/a' AW/2"Hub Fig.2 4p 0 461
78205156035 Z04 MS68A 15" 8" 4'/e" AW/2"Hub Fig.2 _
78205108490 204 MS73 15" B" 4'/e" None Fig.2 - t
78205156005 U204 15' 12" 4'/e" None Fig.3 -"
7B205156045 1.12114F 15" 12" 6" (2)2"max KO Fig.3 4G1 4F 4G
78205156060 U204F MS73 15" 12" 6" None Fig.3 4F
78205156070 U204M573 15- 12' 41/e' None Fig.3 1tls
78205156140 U2071 18" 12" 5" AW Hub Fig.4 AIC Note:
78205156170 U2071 18" 12" 51" 21/2"max KO Fig.4 For short circuit current 443 1W 4G 2A,
78205156180 U207MS73 18' 12" 5" AW Hub fig.4 ratings see page 131.
Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches.
B-Line B-Line
b/L•e-T-{9 5 Meter Mounting Equipment Meter Mounting Equipment 6 by LT:t•rj
i
j
ENERGY
October 22"a,2013
This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision
Meter 25 CL200 and 165 CL320 socket meters,respectively. Each of these meters was certified to the
ANSI C12.20(class 9.2%)standard by Underwriters Laboratory on June 7,2013 as part of the Vision
Meter Family(Project Number 12CA71134,Job 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 support@ locusenergv.com.
The Locus Energy Team
Locus Energy,LLC
www.locusenergy.com
The Commonwealth of Massachusetts
Department of Industrial Accidents
H Office of Investigations
W
w
a I Congress Street,Suite 100
Boston,MA 02114-2017
e
5� www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
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. ■❑ I am a employer with 60 4. ❑ I am a general contractor and I 6. ❑New construction
employees (full and/or part-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have g, ❑ Demolition
working for me in any capacity. employees and have workers' 9. ❑ Building addition
[No workers' comp. insurance ,omp. insurance.
required.] ■ Ie are a corporation and its 10.❑ Electrical repairs or additions
3.❑ 1 am a homeowner doing all work afficers have exercised their 11.❑ Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs
insurance required.] t c. 152, §1(4), and we have no PV Solar
employees. [No workers' 13.7 Other
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
$Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:A.I.M. Mutual Insurance Company
Policy#or Self-ins. Lic. #:VWC-100-6018336-2015A Expiration Date:9/16/2016
Job Site Address: 11 Dana St. 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
tine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby cfy nd r the pains and penalties of perjury that the information provided above is true and correct.
3/7/16
Signature: Date:
Phone#:
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License #
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4,Electrical Inspector 5,Plumbing Inspector
6.Other
Contact Person: Phone#:
ACORV CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY)
2/4/2016
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(ies)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:
The Hamilton Group, LLC PHONN E 973- 9 -2 92 FAX No
3 Wing Drive E-MAIL
Cedar Knolls NJ 07927 ADDRESS:
INSURERS AFFORDING COVERAGE NAIC#
INSURER A:See tl e Way Ins 26301
INSURED SKYLI-3 INSURER B:Selective Ins Co of the S.East 39926
Skyline Solar LLC INSURER C: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 MM/DD MM/DD/YYYY
B GENERAL LIABILITY S 2106548 2/6/2016 2/6/2017 EACH OCCURRENCE $1,000,000
X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED
PREMISES Ea occurrence $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 SINGLE LIMIT
A 9093015 2/24/2015 2/24/2016 Ea accident $1,000,000
ANY AUTO BODILY INJURY(Per person) $
ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $
AUTOS AUTOS
NON-OWNED PROPERTY DAMAGE $
X HIRED AUTOS X AUTOS Per accident
$
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 X 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 TORY LII ER
ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $1,000,000.00
OFFICER/MEMBER EXCLUDED? N/A
(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 $1 000 000.00
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,it 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
Q 1988-2010 ACORD CORPORATION. All rights reserved.
ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD
11
Massachusetts Department of Public Safety
Board of Building Regulations and Standards
License: CS-027047 - -
Construction Supervisor-
_ •,,r
PHILIP J CHOUINARD
78 OAK ST.UNIT#14 r -
ASHLAND MA 017211. a
M,•,� CA, Expiration:
Commissioner 1110912017-
Cf t 10 Ill imo/wjert l/1 o ff C���11;1Jrrd?t{jef/•!
Office of Consumer Affairs-t�nsi_Business-Regulation.
10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registration, 172284
Type- Supplement Card
SKYLINE SOLAR, LLC. Expiration. W12016-
PHILIP CHOUINARD
124 TURNPIKE ST SUITE 10 _
WEST BRIDGEWATER, MA 02379 _
Update Address and return card.Mark reason for change.
MA 1 0 20MftI it .I Address 0 Renewal D Employment 17 Last Card
-./7,, (f
r rrrurr-irrr.•uli�f! �trr...rr�rrlr//i
Rite of Consumtr Affairs&Business Regulation
T License or registration valid for individul use only
ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
kepistration: 1784 Tw Office of Consumer Affairs and Business Regulation
X � e•
�"'-r p'r Expiration: yP ' 10 Park Plaza-Suite 5170
P • 6/7/2016 Supplement r:ard Boston,MA 02116
SKYLINE SOLAR,LLC,
PHILIP CHOUINARD ,
139-GLENDALE AVE ...s __
EDISON.NJ 08817
Undersecretary kNoI valid without;ignalvrc
1
Office of Consumer Affairs and Business Regulation
10 Park Plaza - Suite 5170
i Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registration: 172284
Type: LLC
Expiration: 6/7/2016 Tr# 251923
SKYLINE SOLAR, LLC.
PETE DEBBAS
124 TURNPIKE ST SUITE 10
WEST BRIDGEWATER, MA 02379
Update Address and return card.Mark reason for change.
AddressRenewal E] Employment Lost Card
DPS-CAI 1S 50M-04/04•G10/1216
�� ✓>'� �ooninwmcuect ' c��r/ uG¢llyd
-� Office 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: 172284 Type: Office of Consumer Affairs and Business Regulation
Expiration: .10 Park Plaza—.Suite 5170 p•ration: 6/7/2016 LLC
Boston,MA 02116
SKYLINE SOLAR,LLC.
PETE DEBBAS
124 TURNPIKE ST SUITE 10 gDew,
WEST BRIDGEWATER, MA 02379 Undersecretary Not valid without signature