EL-18-1286Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
Permit NO. EL-5-18-1286
Permit Type: Electrical - Residential
Work Classification: Solar
Permit Status: APPROVED
Issue Date: 6/11/2018
Expiration: 12/08/2018
Parcel Number
Applicant
296 NE 99 Street
Miami Shores, FL 33138-
1132060134300
Block: Lot:
JEFF KAMP BARBARA KAMP
Owner Information
Address
Phone
Cell
JEFF KAMP BARBARA KAMP
296 NE 99 Street
MIAMI SHORES FL 33138-
296 NE 99 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone
ANGEL ELECTRIC CONNECTIONS, IN (561)254-1764
Cell Phone
Valuation:
Total Sq Feet:
$ 17,700.00
0
Type of Work: FINAL INTERCONNECTION
Additional Info: FINAL INTERCONNECTION
Classification: Residential
Scanning: 1
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - Additions/Alterations
Scanning Fee
Technology Fee
Total:
Amount
$10.80
$9.29
$6.20
$0.00
$0.00
$0.00
$0.00
$26.29
Pay Date Pay Type
Invoice # EL-5-18-67537
06/11/2018 Credit Card
Amt Paid Amt Due
$ 26.29 $ 0.00
Available Inspections:
Inspection Type:
Final
Review Electrical
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECT;, AL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDA , certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and z. .. Futherm9r I authorize the abov-n-n me contractor to do the work stated.
r(s��
Authod Signature: Owner / Applicant
/
Contractor
/ Agent
June 11, 2018
Date
Building Department Copy
June 11,2018 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING 0 ELECTRIC {❑ ROOFING
Ei PLUMBING MECHANICAL PUBLIC WORKS
JOB ADDRESS: 296 NE 99th
El REVISION
❑ CHANGE OF
CONTRACTOR
RECEIVEC
MAY 15 2018
O.) 4-1
nFBC20n•
Master Permit No. 1C� C k — 12aS
Sub Permit No.b 18 c ce
❑ EXTENSION ❑RENEWAL
CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores
Folio/Parcel#:11-3206-013-4300
Occupancy Type:
County:
Load: Construction Type:
Miami Dade
Zip:
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple Titleholder): Barbra and Jeff Kamp
Address: 296 NE 99th Street
Flood Zone:
NO
BFE: FFE:
Phone#: (305) 389-5194
City: Miami Shores
State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email: Barbara@friedberg.org / Jayarek@gmail.com
CONTRACTOR: Company Name: Angel Electric Connections, INC.
Address: 400 Alemeda Dr.
City: Palm Springs
Phone#: (561) 254-1764
State: FL Zip:33461
Qualifier Name: I I/19Q I La e ? Phone#:
ert+ I ate o ope ncy •
DESIGNER: Architect/Engineer: a Phone#:
State Certification or Registration #:
Address: City:
Value of Work for this Permit: $ 2 5 1-/ 2 °- 5-r1
( quare/Linear Footage of Work: vo
Type of Work: ❑ Addition ❑ Alteration 0 New ❑ Repair/Replace
f�f
Description of Work: 1
Ante( t" 3v6•653�
State: Zip:'
Ti Demolition
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ t'e55,0O
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ CO/CC $
DPBR$ Notary$
Double Fee $
Bond $
TOTAL FEE NOW DUE $ Z G • Z /
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
}
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
The foregoing instrument was acknowledged before pme this
p`2�h day of t•—•(O.(C,V\ , 20 (0 , by
i e1 OOP , who is personally known to
me or who has produced p-L DL- as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
********
cdefo
=o��r ►��� Notary Public State of Florida
Madelin Rojas
y c , 8` My Commission GG 157509
'�to��o• Expires 11/05/2021
* *. .* * .* * *
APPROVED BY
"AM-W/4?
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
I ��day of ka� ,20 II ,by
Awe I ( (' Z , who is personally known to
'me or who has produced "'GM( ly kv)O J4 • as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
*********
Plans Examiner
,091 ►u Notary Public State of Florida
�: Madelin Rojas
My Commission GG 157509
moo`° Expires 11/05/2021
************************
Zoning
(Revised02/24/2014)
Structural Review
Clerk
INSTALLATION AND
OPERATION MANUAL
...
. .
•....
Q.PRO-G4.X • Q.PRO EC-G4.X • Q.PRO BFR-G4.X • Q.PLUS BFR-G4.X • .••
•
.
Valid for Africa, Asia, Europe, Latin America, South America
.... . .
•
.
.... .
....
•. •. •.
.....
• . •
• ..
.. • •
. ..
..•
.
•
•
..
•
.
Q CELLS
Engineered in Germany
TABLE OF CONTENTS
1 INTRODUCTION
2 PLANNING
2.1
2.2
2.3
2.4
3
5
Technical specifications 5
6
Mounting options 7
Electrical layout
Requirements
10
3 INSTALLATION 11
3.1 Safety and transport 11
3.2 Preparation of installation 13
3.3 Module installation 14
4 ELECTRICAL CONNECTION 15
4.1 Safety 15
4.2 Electrical installation safety 16
4.3 Connection of modules 17
4.4 After installation 18
5 GROUNDING 19
6 FAULTS AND DEFECTS 19
7 DISPOSAL 19
8 MAINTENANCE AND CLEANING 20
DOCUMENT REVISION 03
This Manual is valid for Africa, Asia, Europe, Latin America and South America as of February 1° 2016 for
Q.PRO-G4.X, O.PRO EC-G4.X, Q.PRO nFR-G4.X, O.PLUS BFR-G4.X solar modules, and replaces all earlier versions.
Thls Installation manual is valid for all module versions of generation G4. The X in the module name Indicates the product version (0-9).
Technical parameters and the design are subject to change. The data sheets and customer information valid at the point in time
when the relevant module was manufactured apply to the installation, mounting, and maintenance procedures for the respective solar
modules.
2 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN
• • • • • ••• • •
•• •• •• • • •• ••
• •• •
• •
• • ••• • •• •
• •• •• • •• •• •
•
• With sollrrtnedulesrtrom HanwitaIYCELLSDGmbH (hereafter
•• �efejred to. "QLo..• Lt
• .S")•you dir:ctl:transform the
sun's li�itless enstgy into e: iroimeStall:friendly solar
• • velectricity. • • • • •
In order to ensure the maximum performance of your Q CELLS
solar modules, please read the following instructions care-
• • •fljnand ojsirve Nor -compliance may result
•
• in t ma!e atltVoiSphy. icaleinjtry. •
•• • • • • • • • •
• • •
• Thi! initallfRiorlan! o)leratbn •nanual (hereafter also
referred to as the Manual pro I es instructions for
the safe installation and operation of crystalline solar
modules.
▪ Please read these instructions carefully before proceeding
with your installation.
4, Please retain these instructions for the life of the solar
modules.
4 Please ensure that this Manual is available to the operator
at all times.
.4 This Manual should be given to all subsequent owners
or users of the solar modules.
▪ All supplements received from the manufacturer should
be included.
▪ Please observe all other applicable documents.
▪ If your questions are not satisfactorily answered
in the manual, please contact your system supplier.
INTRODUCTION
Additional information can be found on our website at
www.q-cells.com.
Intended Use
This manual is valid for Africa, Asia, Europe, Latin
America, South America. These instructions contain
information regarding the safe handling and use of quality
crystalline solar modules from QCELLS and for their
installation, mounting, wiring, maintenance and disposal.
Symbols and Labels
The following symbols and labels are used throughout the
Manual for ease of use.
SYMBOL
4
0
0
DESCRIPTION
Procedure with one or more steps.
Lists of items.
Ensure that when carrying out a pro-
cedure, you check the results of said
procedure.
Prohibited.
Beware of possible danger or damage.
Categories:
• Danger: Risk of fatal injury
• Attention: Risk of serious injury
or damage to property
• Note: Risk of damage to product
Safety Regulations
In particular the installer as well as the operator of a
module is responsible for compliance with all applicable
statutory requirements and regulations.
Unless otherwise specified by any laws or regulations,
the following stipulations must be upheld at all times
during the installation, operation, and maintenance of
the solar modules:
• This manual.
• Other applicable stipulations (such as country -specific
regulations for pressure equipment, operational safety,
hazardous goods, and environmental protection).
• Regulations and requirements specific to the system.
• Any applicable laws and requirements, in particular
international, country specific, regional laws and
stipulations governing the planning, installation, and
operation of solar power systems and work on roofs.
• Any valid international, national and regional regulations
governing work with direct current, especially those
applicable to the installation of electrical devices and
systems, and regulations issued by the respective
energy provider governing the parallel operation of
solar power systems.
• Any international, country specific and regional
accident -prevention regulations.
• Other applicable stipulations provided by the relevant
national institutions regarding safety in the installation
and operation of electrical items. For example, in
Germany the Bau-Berufsgenossenschaft (German
institution for statutory accidence insurance and
prevention in the building trade).
Qualified & Skilled Personnel
Both, the installer and operator are responsible for
ensuring that installation (including connection to the
grid), maintenance and dismantling are carried out by
trained and qualified specialists with approved training
certificates (issued by a state or federal organization) for
the respective specialist trade.
Electrical work may only be performed by an officially
certified tradesperson in accordance with the stipulations
applicable in the relevant country with regard to norm and
regulations (in Germany e.g. DIN norms, VDE regulations)
and the stipulations of the local grid operator and/or
energy provider.
INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA G CELLS GMBH -.EN 3
U
INTRODUCTION
Validity
These instructions are only valid for crystalline solar
modules from the company QCELLS. QCELLS assumes
no liability for damage resulting from failure to observe
these instructions.
+ Please observe the wiring and dimensioning of the
system.
4 The installer of the system is responsible for compliance
with all necessary safety regulations during set-up and
installation.
Q CELLS assumes no liability on the basis of these
instructions. Q CELLS is only liable in the context of
contractual agreements or in the context of accepted
guarantees. Q CELLS accepts no other responsibility for
the functionality and safety of the modules.
4 Please observe the instructions for any other sys-
tem components that may be part of the complete
solar power system. It may be necessary to carry out a
structural analysis for the entire project.
Additional information for the Operator
4, Please keep this manual for the entire life of the solar
power system.
4 Please contact your system supplier for information
concerning the formal requirements for solar power
systems.
Please be sure to contact the relevant local authorities'
and energy providers regarding regulations and permit
requirements prior to installation of the solar power
system. Your financial success depends on the fulfillment
of these requirements.
Other applicable documents
In addition to this Manual following technical information
are relevant:
!DOCUMENT PE
Product data sheet' - r
Packaging and transport information•
4 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH— EN
PLANNING
2.1 Technical specifications
For additional information see the relevant datasheet of the module provided at www.q-cells.com.
tPRODUCT LINE
nType
Area (mal'. b.
Frame height [aiml.
�Q PROIG4.X%.RRO EC-G4.X7Q:PRo BFR G4•1
Polycrystalline
32
FWeight[kg]i "18.8
a Max. system voltage,Vfn [V] f• 1000
tMax. reverse current [A]'. 20 x .•
aPermissible temperature range
Junction box protection Class
t Con nector protection i c lass
—40 °C to'+85 °C (-40 °F,bis+185 °F)'
IP,67 with bypass diode.
I P68 F .
C.
Fire - protection class
;Snowload'[Pa]' _i5400.
.Wi d load [Pa]' 4000..•
40.PLUS_BFR_G4X—
''Q.ANTUM'
32
" 18:8 ;
10007` -
`-20
flP68.
C'
✓r5400t,
Certificated`4 VDE Quality Testedz;'CE compliant; IEC 61215 (Ed 2) seepage 9 et sqq.;
IEC 61730 (Ed 1)`Apphcation Class A r'..
Test load In accordance with IEC 61215 ,except Q.PRO EC-G4.X
—I--
MOO
ii;+
.z7 ` tree
.�...
S. °..WgeW I
.f r..e . ..let. foam A,
Fig. 1: External dimensions (in mm) and components for
Q.PRO-G4.X, Q.PRO EC-G4.X, Q.PRO BFR-G4.X, Q.PLUS BFR-G4.X
1670
•• •••• - • • • ""••
• • • Ilk .•Weualne L../.,m•
• • I • • �••-� •t • •
• • •• •• • • L•J—i"f • •
• • • • • • • • • • Ait.e.. •
• • • • • • • • • •
_
• • • • • • • • • •
• • • • . + en P..eee. Pray 1061u1.A• •
• • •_ •— .I • •• • •
• • •• _.Il_••• •;.,,,• ••
• •
•• •
•
•
•
•••
° A•
!.I{I.. e,e,
Fee
• merge nn..
+l
*S1 nun
1000 men
Fig. 2: External dimensions (in mm) and components for Q.PRO-G4 (with 1170 mm fastening point distance)
• • • • • • • •
• • • • • •
• : • IISTAI ATIOCAN4 OP:RATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN 5
• •• • • • •• ••
• • • • • • •
PLANNING
2.2 Requirements
Installation Site
Please note the following guidelines that apply to the
installation site:
• The modules have been tested according to IEC 61215
for operation in a temperate climate.
• Solar modules are not explosion -proof and are not suitable
for use in explosive environments.
4 Do not operate solar modules near highly flammable gas
and vapors (e.g. gas tanks, gas stations).
+ Do not install modules in enclosed space.
4 Do not install modules in locations where they may be
submerged in water for lengthy periods (e.g. floodplains).
Do not use modules as a substitute for the normal
roofing (e.g. modules are not rainproof).
4 Do not install modules in close proximity to air conditioning
systems
The solar modules are designed for the following applica-
tions:
• Operating temperatures from -40 °C to +85 °C
(-40 °F to +185 °F).
• Wind loads up to max. 4,000 Pa and snow loads up
to max. 5,400 Pa (Test -load in accordance with IEC
61215, see chapter 2.3 mounting options).
• Installation using a mounting frame for solar modules.
Prevention of Shadowing Effects
Optimal solar irradiation leads to maximum energy output:
.4 For this reason, install the modules so that they face
the sun.
▪ Avoid shadowing (due to objects such as buildings,
chimneys or trees).
4 Avoid partial shading (for example through overhead
lines, dirt, snow).
Mounting Frame Requirements
The Modules shall be installed and operated on mounting
frames that comply with any applicable laws and stipula-
tions as well as with the following:
• Conform to the necessary structural requirements.
• Compliant with local snow and wind loads.
• Properly fastened to the ground, the roof, or the facade.
• Forces acting on the module are relayed to the mounting
substructure.
• Ensures sufficient rear ventilation of the module.
• Guarantees long-term stability.
• Avoid the usage of different metals to prevent contact
corrosions.
• Allows for stress -free expansion and contraction due to
temperature fluctuations.
+ Ensure that no mechanical stresses (e.g., caused by vibrations,
twisting, or expansion) are generated on the module.
4, Ensure that the clamps and the mounting frame are
compatible.
Clamp System Requirements
Use customary clamps that satisfy the following require-
ments:
• Clamp width: 240 mm.
• Clamp height compliant with a 32 mm frame height:.
• Clamp depth: 7-12 mm.
• Clamps are not in contact with the front glass.
• Clamps do not deform the frame.
• Clamps that satisfy the structural requirements of the
installation site.
• Long-term stable clamps that securely affix the module
to the mounting frame.
Module Orientation Requirements
• Vertical or horizontal installation is permitted.
Ensure that rain and melting snow can run off freely.
No water accumulation.
Ensure that the drainage holes in the frame are not
covered. No sealing.
.4, . Maintain the permissible angle of
inclination.
• Minimum angle of inclination: 3°
• Maximum angle of inclination: 75°
4, Follow the directions for installation
angles < 5° ("Grounding", p. 19)
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INNINVONONINVINVININNIONNINNANNIL
WINN
j
._..._�
C +�Vok kg\\\\\\\r"`w\\\\\\\
6 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA O CELLS GMBH — EN
• • • • • • 090 • •
• • • • • • • • • • • •
• • • • •• •• •• • • •
• • • • • • • • •
• • • • • •• •• •
•
2.3 Mounting options
• • Fig. * •Isstallaiion option io•crysteline Q CELLS modules. All dimensions are given in mm. Also observe the
• • • • Allowed'static loads aiRt crAmding range as specified on the following page.
ii • • • • • • •tire illtj�trated inS�aliationp
•
• • ptlpns apply for both horizontal and vertical module orientation.
• • • • • • • •o�rjte• 1 Qm� • o M•a• I Subconstruction 1 Mounting profile
•
•• ••
•
TYPE OF
,P�,NST;3,_1:�1TIO,N
'MODULE
POINT MOUNTING SYSTEM
•• •• NSTtI •IIoN• • ^ • • • •
• •r'ITa"'�"Pc n. •,• Q.SRG-!4.X•
Q. eo b-oPu zw uo
•• ••• `• _• .• s0.}Ro PER-G42•�- ^"
Q.PLUS BFR-G4.X"- ^`
HYBRID CLAMPING —'
Q.PRO-G4.X
Q.PRO EC-G4.X o. rao
Q.PRO BFR-G41
Q.PLUS BFR-04,X
INSTALLATION
ON MOUNTING
POINTS
a: a
)
"ty;e-•. ut
4 • MO -AM
a.PRO-G4.X'
Q.PRO EC-04.X
Q.PRO BFR-G4X
Q.PLUS BFR-G4.X
as
Fel •
INSTALLATION'
WITH INSERTION Q.PRO-G4.X
PROFILES'"*"`"" a0.PRO EC-G4.X .7.,,NOT PERMITTED
Q.PRO BFR-G4X
, "-• >. ,Q.PLUS BFR-04.X r '; ',
.... A•,Pe -,
t
.,t
.a
az
LINEAR MOON ING SYSTEM
zsu..30�
runty
,a
f-..Notef please check Q.PRO-G4 module version for fastening point distance (long edge with 980 mm or 1170 mm possible) ^:
sa•.� - s - ,
03
0.300
tt.
„IPa
INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA O CELLS GMBH - EN 7
PLANNING
Specifications
MODULE TYPE
2.3 Mounting options
'MOUNTING
tOPTION
Fi AMRINGAREA'EMM)I
�mw"•s-renus,eah
ALLOWED STATIC
ILOAOzEPA)
Q.PRO-G4.X61.1- IPush7.1.1250 350 f27004',:
Q.PRO EC-G4.X I tt 4
Q.PRO, BFR-G4:X I r r. >3501450 .1900
Q.PLUS`BFR-G4.X Pull., ,250 450 t, 2400,
° CL1 extended, Push) ; 250 350' r ' 3600+
'(min.,20 mm)' •-i: "- -
e-'a>350 - 450 1r3300•
-i Pull 250 -450T 2400F"
•CL3 ; Push;. 250 50`= ..3300
Pull '; 250 '450 '2400
CL4, ,Push, 0 300 1350•„,
"Pull. 0'-300' 1200
,FB1- ;Push 345 ,r220Q/
1 w _:P_ull' Hull' 345 - 2800
FB2' Pushes if 345 "-113200•
�Puull 345 ".2800'
(FBI"' (P I-7 }'250 - 2900'
i Pul%25D -y+.�r=�=r «L 54OD/4000
1Sw0'.I (250- hm) -
�, .. _. a
•FB2 [Push.'1r 250 ijF3200'
a li4
�'2vPll 2ui .� ""'-ta500/4D00
01
j
, IPl• � f Push 'Y• 1� 3200.
[ • I s-.� '` '""`�'r- 'r',rr•- ^s ''Jh5400/4000• 7
aPull s �'3000 i
r #f�.(P2, �t Pushes { ._� 13350, J>r
i11 �y ., �` ,a„ 2400/2400
j _. ; -PPull -s ' et1200. ;° 4 • ej'` ."."at.
-i, T�', krA•k' ..-,.,p ,ems; y',..--•--'(' r1'.'-
,;CLS hybrid( ,Push' 300 - 400 2700:
clamping --.- -,---- 1.2400/2400.
- t/Pull 300-400_!Da '�•�•'1
TEST-LOAD"ACC! EC
L61215 PUSH/PULCEPA)
PLANNING
2.3 Mounting options
;dMOUNTING OPTION CL1' ' ''. t`• • 4,,,- �yz-++ h ` �_ �.., _—•,
1 c': t , v
4 Ensure,"that the subconstruction does -not run below the junction'box.
....,...
•
• E4 Ensure,°thatthe connection cables of.theijunction`box don't run, between laminate and substructure. •
.. „w ! — w l', ' .-. r -Fw_. -:.
MOUNTING OPTION CL1EXTENDED,' `..
14 Ensure,• thatthere s a distance of minimum 45 mm,between;laminate backside and subconstruction respectively
5400/4000
j that the distancebetween module frame: backside and substructure is minimum 20 mud i
CL2without .1 Push. 0 =100 1200
substructure=ij-+=w 6= 2400/2400
i .l uPPott - Pull 0-r100` 1100
j 4 Ensure,' that the connection cables of, the junction box don't run between laminate and substructure.,:
L MOUNTING OPTION CL4• ,
Ensure, that the subconstructiontruns exactly belowthe framer not belowtlie'laminate(module less frame):
PTIONS FBI AND FB2, ' c " 1 ••>.,
5400/4000 ' )MOUNTING �`
14-Ensure,-that the connection cables of the junction box don't run betvieen laminate and substructure.
• ,Use M8 corrosion -proof "screws and washers (diameter 16 mm).
2400/2400 • t. + +
5400/4000 '
y 5400/4000-
Distance between outer edge of module and middle of the clamp. - y Y ~~ _.......� '• '
:_ Describes the'maiimum module'sorface load (vertical to'the module surface) regarding safety factors (e.g:-EUR0C0DE). For.
this purpose, the load value determined by'lload tests according to various criteria:. laminate overlay, plastic;.deformationjmodule.,
.failure, and were divided with a safetyfactor. The minimum calculated load value corresponds to the maximum permitted load:
..•— . ..:J'..._ w "�..... �-cam.... ,�. ..a .- .. �....
8 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA Q CELLS GMBH - EN
•• ••• • • • • • ••
.•
• • •
• • • •
• • • • • • • •
•• ••• •• • • • ••
• ••• • ••• • •
• • • • • • • • • •
• • • • • • • •
• • • •• • • •• • •
• • •• • •• • • •
• • ••• • ••• •
••• • • • • ••• • •
• • • • • • • •
• . • � • •• • INSTALLATION IuID QPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA D CELLS GMBH - EN 9
C
•
• •• •• • • • •• ••
••• • A• • ••• • •
PLANNING
2.4 Electrical layout
Module Selection
For detailed key electrical data, please refer to the actual
data sheet referring to the relevant Module (available at
www.q-cells.com).
4 Only connect modules of the same type and the same
power class.
Safety Factor
During normal operation, a module may generate a greater
current and/or higher voltage than that determined under
standardized test conditions. Please use a safety factor of
1.25 for the following:
• Calculating the voltage measurement values (V.) of
components
• Calculating the current measurement values (Ix) of
conductors
• Sizing of control systems connected to the outlets of
the solar modules
4 Please follow the valid national guidelines for the
installation of electrical systems.
Series Connection
Connection of modules in series is only permitted up to
the maximum system voltage as listed in the applicable
data sheet of all the relevant modules to be installed.
Take into account all possible operating situations and all
relevant technical norms and regulations when designing
the system. It has to be ensured that the maximum
system voltage, including all necessary safety margins,
is not exceeded.
4 Take the voltage limit of the inverter into account when
determining the maximum number of modules in the
string.
1
Parallel Connection
Modules may be damaged by the occurrence of reverse
currents (caused by module defects, ground leaks, or
defective insulation).
4, Ensure that the maximum reverse current load capa::ity
indicated in the data sheet is met.
In order to limit reverse currents that may occur, we
recommend using the following safety options:
1) Layout with a limited number of parallel connected
strings:
Without undertaking further current blocking measures,
a maximum of two module strings may be operated in
parallel on an inverter or MPP tracker.
2) Layout with string fuses:
place fuses for each string of modules at the plus and
minus ends. Observe the maximum permitted number
of strings as indicated in the specifications provided by
the respective string fuse manufacturer and the technical
guidelines.
NOTE!
When installing different product versions, the lowest
minimum permitted reverse current load capacity applies.
Inverters
Inverters with or without transformers may be used.
10 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)— HANWHA Cl CELLS GMBH— EN
••• • • • •••
• •• •• •• • •
• • • • • • • • •
•
• • • • ••• •
•
•• •• •• ••
• •
• • ••
• •
• • •
• • •
• • • •
•• ••
•
•
•
• •
•• ••
• •
•• ••
••
• •
• •
INSTALLATION
3.1 Safety and transport
•
: 4 lyfure that all jers•nnN{ are aware of
• and adlere tsatcialnt-Prevention and
P
•
••i•••
•
•
••
•
• ifety regu�tiois. : •
44 Lyle workmiewear clean gloves.
• • •
• • • •
♦ •
C
t
D
ar
Anik
4 Inspect
4 Contact
any
4 Follow
the packaging for damages.
the transport company regarding
damage to the packaging. •
any instructions on the packaging.
414
1....,
—
rg
k
Q CELLS.
0
4 Leave modules in their original
packaging until installation.
4 Store the modules securely in cool
and dry rooms. The packaging is not
weatherproof.
411
_GT._ ....._,..:
tt
tti J O
0
DADANGER!
Risk of fatal injury due to electric
shock!
4 Do not install damaged modules.
4 Inform your distributor of any damages
immed ately.
_■■■■■■
m■o.
^
■■■■®■
■■■■®■
Nese lia)
■■■■®■
■■■■■■
■■■■■■
,p
::::::
DANGER! Risk of fatal injury due to electric
shock!
4 Cover the modules with an opaque
material during installation.
1
it
WARNING! Fire Risk!
4 Do install
not modules indoors.
+ Do not install modules on moving
objects.
(SI
Z.
\
_
.
Airotem-
c 0
INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA O CELLS GMBH — EN 11 -
INSTALLATION
3.3 Module installation
jt
k_
iiiielso
-vim=\------,7---
��mikviem_—ref
Option 1:
- Fasten the module with 4 clamps
in the specified clamping range,
see p. 7.
4 Tighten clamps according to
manufacturer's instructions.
—\\ \ 1
. , -' `1
— `,_
�'
raj
Ilk
NI,
VOL
ID.11 ilk
Option 2:
4 Install the module at the 4 mounting
points, see p. 7.
- Tighten clamps according to
manufacturer's instructions.
ili,
IL
ALNI% Ili
liloothilik
�� `ems
Y
4'I
Option 3:
- Install the module using mounting
profiles, see p. 7.
_\_ ,
N.
imill-�
4. Maintain an interval of at least 10 mm
between two modules.
itillilitillWI ��m a*.
tl_a `•
V—b tl-tl tl —tl fib. -
1 i
NOTE! Module damage may occur!
4, Do not subject modules to mechanical
tension. Max. torsion 10 mmJm.
1°11/4 tl�tltltltltltltltl�tltl�tltltl�
14 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA Q CELLS GMBH - EN
••• • • • ••• •
• •• •• • • •• • •
• •••
• ••• • • •• • •
• • • •
• •• • •••• •• •• •
• • • •• • •• •
• •
• • •
4 ELECTRICAL CONNECTION
4.1 Safety
• • • DANGER! • • • •
• • • • !� f Risk)fafatil injuu Cue !W electric shock!
•
•• • • • • • •
• • • • • • Whenrlistonie�tj�g an elecjr!•c citLitcarrying direct
•
current, electric arcs can occur that may result in
life -threatening injuries.
• • 4.t Do NOT unplugble win
under load.
•
• • T DQ MC:T canneet aay exposed cable ends.
• 4 DR *Of tdreh:he:dreg atthl! same time.
••
•
•
• • • •Rsorar rodule generates elects al current and voltage
even at a low intensity of illumination. Sparks and electric
arcs may result from the separation of a closed circuit.
These can result in life -threatening injuries. The danger
increases when several modules are connected in series.
4 Please be aware of that the entire open circuit voltage
is active even at low levels of solar irradiation.
- Please follow the valid national regulations and safety
guidelines for the installation of electrical devices and
systems.
4 Please make sure to take all necessary safety precautions.
With module or phase voltages of more than 120 V, the
extra -low voltage range is exceeded.
4 Carry out work on the inverter and the wiring with extreme
caution.
- Ensure that the modules are disconnected at the inverter
prior to separation.
4 Be sure to observe the specified time intervals after
switching off the inverter. High -voltage components
need time to discharge.
DDANGER! Risk of fatal injury due to electric
shock!
4 ,Only use dry, insulated tools for electrical
work.
ADANGER!
Risk of fatal injury due to electric
shock!
4 Never open the junction box.
4 Change of bypass diodes is only allowed
by qualified and trained personnel in
disconnected and covered state.
I
ADANGER!
Risk of fatal injury due to electric
shock!
4 Never touch live contacts with bare
hands.
4 Do not touch the poles at the same
time.
4. Cover connectors by suitable protective
caps until installation.
'
M�I II!I
■®�1E ■ I
■■11ELMS
�� -
N
®
DANGER! Risk of fatal injury due to electric
shock!
+ Insulate any exposed cable ends.
4 Only connect cables with plugs.
^
O
INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA O CELLS GMBH - EN 15 -
INSTALLATION
3.1 Safety and transport
A4NOTE!
®
Module damage may occur!
4 Never lift the with the
or move module
connection cables or junction box.
4 Carry modules upright and horizontally
as shown.
al& 7, 0
J
? fr
:: Ep±
j f
•
I
li'
kb,
����
NOTE! Module damage may occur!
4 Do drop
not modules.
•11•0st 0'
• ♦�
♦Ao®®sip®o iI
0000
•
v�
(41,:so)
NOTE! Module damage may occur!
9 Do not stack modules.
•
IA
111
i11 NOTE! Module damage may occur!
+ Never step on modules.
4 Do not subject modules to any
mechanical stress.
4 Do not allow any objects to fall onto
modules
(S),,,2->cy `- \\ \I I:%11
..• \/
•
I k NOTE! Module damage may occur!
�4 Only to the
make modifications module
which have been confirmed In writing by
Q CELLS.
QIC- Ell1
confirmation
letter - "{ —
.,., h
.,
, ,,
..:., 42 ...,,
•
41 NOTE! Module damage may occur!
4 Do not install modules near flammable
gas/vapors.
4 Do not install modules in close proximity
to air conditioning systems.
watt.,
7101/6
II:*II .• .. plianoi `
VIII
, a.,..i
s
12 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)—HANWHA G CELLS GMBH — EN
•• •
•
•
••
•• •
• • • •
• • •
• •• ••
I. •
• • ••
• •
INSTALLATION
3.2 Preparation of installation
f 1
DANGER! Risk of fatal injury due to electric
shock!
p 4. Block off the installation zone.
4, Keep children and unauthorized
individuals away from the solar power
system.
%
1100
--
Ai DANGER! Risk of fatal
shock!
injury due to electric
tools.
1:0
.
+ Only use dry, insulated
GI
_
b® DANGER! Risk of fatal
shock!
injury due to electric
and tools are not
or rain at any time
••
•
II• •
• •
• • II •
•
4 Ensure that modules
subject to moisture
during installation.
• • • •
• • •
• AJ�r �
• •
ID
�/1II
� r0®88'
��1111
��1!ling/
®®®�Ill
WARNING! Risk of injury due to falling
modules!
4 Secure modules during installation.
4 Do not install modules in windy or wet
weather.
L
d
b4 Do not carry out the installation alone.
• Only install undamaged modules and
components.
4 Do not modify the module (e.g. do not
drill any additional holes).
.••• ••••••• •
• • •• •• •• • • •
•
• 'NST4LATITI AtiD ITERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN 13
• • • • • • • • • • • •
• • • • • • • • • • •
ELECTRICAL CONNECTION
4.2 Electrical installation safety
DANGER! Risk of fatal injury due to electric
shock!
4 Ensure correct polarity.
DANGER! Risk of fatal injury due to electric
shock!
- Be sure to maintain the time intervals as
specified by the inverter manufacturer
between' switching off the inverter and
beginning any further work.
diDANGER!
Risk of
shock!
4 Never unplug
1. Switch off the
fatal injury
the cable
inverter.
due to electric
when under load.
OFF
1111 MIN 1111111111
IMI111
f11I/
MMOUI II111 IMMIX
111OI
11111 IIIOI 11111
111I1 11111 MIN
f 2. Cover the modules
5 ®�
to be disconnected.
.•
3. Switch off the
DC circuit breaker.
plugs by the use of
and qualified tools of
Tyco, Amphenol or
4 Disconnect
appropriate
the manufacturer
Multicontact.
16 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN
•• •
•
•
•
• • •
• •••
• • •
• • •
• •
• • ••
• •
ELECTRICAL CONNECTION
4.3 Connection of modules
A4
Use solar
the junction
4 Use the
cables for the connection at
box outlet.
same, inverter -compatible plugs.
■nn
■■■■■
■■■■■
■ ■■■■
■■■■■
■■■■■
ENNUI
■■■■■�
■■■■.
�` r'
SOLAR��7
I.-— t
(.4
DANGER! Risk
shock!
of fatal injury due to electric
all electrical components are
dry, and safe condition.
—
4 Ensure that
in a proper,
k47:)\..-;
(31)
r1 4 Ensure fora
the plugs.
tight connection between
Plugs click together audibly.
• • ••
•
• • •
•
117 I\
lipl 1
es
•••._.
• •
• , •" 'Kink
• ma's, •.► 's
NOTE! Module
4 Ensure that
stress.
4. Ensure that
between module
(danger of
damage may occur!
the cabling is not under
the cables do not run
and subconstruction
pinch).
nil
II
``
�t
O
®
r
4 Do not connect
orientations
the same string.
modules
or angles
with different
of inclination in
7=
�rBarnN i�r/WWI
/Weer
WIIH� Welli/11
MOW
ri®1® /i1/r
HW/N s1110
YaY/
MIMI\
MUM
■98Y
a//a MIN - isiir
��
Y//n Mii0 /ii11
i/Yu— WHIN Wish
R 1$ MIN
11111
• Standard
wiring with a return cable.
i„?.
sit 4154M
000 • • • • 040 • •
• • • • • • • •
• �INST{D.LATI d ADD 0:ERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN 17
• •• •• • • • •• ••
••• • • • ••• • •
ELECTRICAL CONNECTION
4.4 After installation
VA4.
Ensure that all necessary safety and
functional tests have been carried out
according to current industry standards.
,Q,CELIS7
\
. l
n t`, f
�=
\
n(s/
o_
, 0
❑-
i
-3 y-•'---}
4
'., j (
4. Integrate the system into the existing
lightening protection system in
0e
la
accordance with the applicable local
regulations.
0 a ;;.>,.
10
Otto loaf°
•- - -- -
Jr t kg
4 Ensure that the cabling is not exposed
and/or hanging and is protected from dirt
f
and
�
` t
moisture.
1
-
k
.R.4
0
1
NOTE! Module damage may occur!
Ensure that the plug connections are
secured away from any water -channelling
surface.
ie1111�ewoo
1111111111111111 ■■■■1
' --if1
WARNING! Fire Risk!
4 Do riot use light concentrators (e.g.
mirrors or lenses).
18 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN
•.• . • • ••• • •
• • • • . • • • • • • .
• • • • •• •• •• • • •
• • • ••. • • •
• . • • • • •
• •
..• .
5 GROUNDING
• • Proja ve Gipunding. • • •
• • di. 4 The rSodule must•be gr i decn 4cordance with the
ore• • • •
• • • Kcal statutory regulations. • •
• • • • • • • • • •
• • Functional grounding
••
•
•
•
•••
• When using an installation tilt of <5° a functional
grounding at the negative ieherator conncetion must
• • ! • nrplersent�d. • •
•
• E��� ti t the $?erpnc%of potential between the
• r*gatke Ilpneletoi•corrRectton and the PE(N) of every
• • • M 'P tracker of the respective inverters is 0 V.
4 Follow the directions of the inverter manufacturer..
4 Only use inverters which include lincensed grounding
kits.
FAULTS AND DEFECTS
DANGER!
Risk of fatal injury due to electric shock!
4 Do not attempt to fix any problems yourself (e.g.,
glass cracks, damaged cables).
▪ Please contact an installer or Q CELLS Technical
Customer Service Department.
U
DISPOSAL
4r Do not disconnect modules by yourself.
. Please contact an installer or Q CELLS Technical
Customer Service Department.
+ Dispose of modules in accordance with the local disposal
regulations.
INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN 19
4
•
MAINTENANCE AND CLEANING
Q CELLS solar modules are known for a long operating
life and minimal maintenance effort and expense. Dirt
and grime are usually washed away by rain. If the module
is fully or partially shaded by dirt or debris (e.g., plants,
bird droppings), it needs to be cleaned to prevent a loss
of performance.
Maintenance
4 The system should be inspected by an installer annually
to check the following:
• all system components sit securely and are corrosion
free.
• the connection is secure and all electrical components
are clean and undamaged.
Cleaning
WARNING!
Risk of injury due to hot and
live modules!
Only clean modules that have cooled down.
4 Do not carry or wear any electrically conductive parts.
'' WARNING!
Risk of falling due to unsecured
access!
4 Never access the installation area alone or without
taking adequate security precautions.
4 Please commission a trade specialist.
Clean the modules as follows:
NOTE!
Module surface damage may occur!
4 Remove snow and ice carefully without force (e.g. with
a very soft broom).
4 Do not scratch off dirt.
4 Rinse dirt (dust, leaves, etc.) off with lukewarm water or
use an alcohol based glass cleaner. Do not use abrasive
detergents or tensides.
4 Use a soft cellulose cloth (kitchen roll) or sponge to
carefully wipe off stubborn dirt. Do not use micro fleece
wool or cotton cloths.
Isopropyl alcohol (IPA) can be used selectively to remove
stubborn dirt and stains within one hour after emergence.
4 Please follow the safety guidelines provided by the IPA
manufacturer.
4 Do not let IPA run down between the module and the
frame or into the module edges.
RI
O'
NOTE! Module damage may occur!
4 Remove dirt with lukewarm water or
alcohol based glass cleaner, a broom, or
a soft cloth.
4 Do not use tensides, scrapers, or any
high-pressure water cleaning equipment.
,........,..‘,
r,.__,_,,___\
Ort
ei,,,' ..
..., v.. ................
_ ............. __,_,,_,,,
,,,,__,,„
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,,,
71
4. Free the substructure from any dirt and
debris (leaves, bird nests, etc.).
,-*,....„__,Liv
..-fe..... -...4%.-.. :
,,,,
. �: ', �.# .r am-,
.4 0
'tIi I'��_�1�T�Ij
20 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA D CELLS GMBH — EN
• • • • • • • • •• ••
•
• • •
•.; • • •
•
•• ••• •• • • • ••
• ••• • ••• • •
• • • • • • • • • •
• • • • • • • •
• • • •• • • •• • •
• • •• • •• • • •
• • ••• • ••• •'
••• • • • • ••• • •
• • • • • • • f
• • :4STALLATIOCAN4 O(:RATION MANUAL SOLAR MODULES GENERATION 4 (G4)— HANWHA a CELLS GMBH — EN 21
• •• •• • • • •• ••
••• • • • ••• • •
t.
Norman
Scheel
Structurai
En
I)!
5022 Sunrise Blvd.
Fair Oaks, CA 95628
(916) 536-9585
(916) 536-0260 (fax)
1989-2014
25 years of excellence
Norman Scheel, S.E.
LEED AP BD+C
LEED AP Homes
Fellow-SEAOC
Fellow-ASCE
E-mail: norm®rasse.com.
Rob Coon
General Manager
E-mail: jobcoon@nssacoro
Steve Smith P.E.
Project Manager
E-mail: sevesmi acome cam
Quentin Pecota
Design Engineer
E-Mail quentin@nssaeom
Jackie Winslow
Office Manager
E-mail: L
•
SnapNrack
775 Fiero Lane, Suite 200
San Luis Obispo, CA 93401
•
, x. .r.
"Series 100 Roof Monnt" Cover.Letter
To Whom It May Concern,
Sn�p.N Ok
PV Mounting Systems 4
We have performed calculations for the 100 series roof mount PV system based;
on the information provided by SnapNrack. Included with this letter are the
report and calculations. We did the calculations in accordance with the 2012
IBC, ASCE 7-10, 2012 NDS, 2014 Florida Building Code and guidelines stag • • • •
in the Solar America Board for Codes and Standards. • • •
• ••.
. • • .
Some of the components in the SnapNrack test data were, used to t#ermine the.
capacity and section properties of materials. We collected'the test&t<sing t •
. procedures outlined in the 2012 IBC'Chapter 17, , 44
,, • . r, . } ...
E j , •••••• • • •
•
We included the Efollowingf types of load combinations and building ferameters .
• •
• ASCE 7-10 wind speeds from 110 mph to - 190 for B and C exposei: . : •
categories, : i . r
• ASCE 7-10 Seisniic.Design Category E , , ,
• ASCE 7-10 Snow Loads up to 120 psf ground snow
-E .•.. Buildings with mean roof heights up to 60 foot tilt angles / roof pitches
• :. from 0 degrees to 60 degrees.
into our calculations:
ti
In our opinion, the mounting system outlined by SnapNrack's Series 100 PV
Mounting System Code,Compliant Installation Manual 2012 is acceptable and
meets the loading requirements as stated above. See the report and calculations
• included with this letter for more information.
r t,
If there are any further questions, please contact Norm Scheel.,
3
Norman Scheel PE, SE
LEED-AP BD+C, LEED-AP Homes
Fellow SEAOC
Fellow A.S.C.E..
0.,••11I I1Ij,&.
.•' J.
•
0.1 42 I2
•�' I*,,
STATE OP
•••••s►••4OR10 .• Q s
44
's�ONA't <b.••
NOV 11 2015
•'•
• .
•
•
• .
••...•
• •
Series 100
Structural Report and Calculations
Snap\fracku
PV Mounting Systems
Introduction
This report describes, illustrates, and explains the Structural Calculation Packet for
SnapNrack's Series 100 Mounting System, dated 4/12/2012. The calculations have been
performed in accordance with the 2012 International Building Code'(IBC). The racking
system has been designed to withstand code -prescribed forces due to its own weight, the
weight of the solar panels, the snow loads, and both the wind and seismic' forces.
Rail5Spans
n
•• • •This report covers, two different material options for the system, rails. Although they are
•••„• •...b•
dth aluminutri, one rail option uses a'6063 alloy (25 ksi yield) and the_ other uses a 6005
•. • • alloy (3; ksi yield). '
• . ..
• • • • Despite v}pg different` yield strengths, both types of rails support'the PV panels. As for
• •• • th¢ rails•themselves, they are'supported by mounting -hardware which attaches them to the
• ..; • . roof strl• :ot i e with spans that are expressed in inches. Refer to the tables below for rail
• ..•.... • spans unatt drying conditions of rail alloy and roof height. Shaded cells require an edge
• *zone adjlrsime It (see details foll•owing .
...... ......
• •
• •
...... • Notes fol'ages lA thru 2H
••
.
• ••
1. Determine the mean roof height, tilt angle, and rail alloy (if you are unsure, use
the 6063 alloy values). For`mean roof heights.less than 30 feet; use Table 1A/2A
for tilt angles less than 19 degrees, Table 1B/2B for" tilt angles between 20 and 36
.degrees, Table 1C/2C for tilt angles between 37 and 45 degrees, and Table 1D/2D
for tilt angles between 46 and 60 degrees.tFor mean -roof heights between 31 and
"60 feet use Table 1E/2E for tilt angles less than 19 degrees, Table 1F/2F for tilt
angles between 20 and 36 degrees, Table 1G/2G for tilt angles between 37 and 45
degrees, and Table 1H/2H for tilt angles between 46 and 60 degrees:
2. Determine the wind and snow load . for the project site from the s building
department. Make certain to use 2012'IBC wind loads. Locate the wind load in -
the table across top rows and the snow load down the left columns to find
corresponding maximum rail span.
3. For snow loads, column Pg equals the ground snow.
4. Shaded cells require application of an edge zone adjustment (details to follow)
NSSE . 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 5
1
Series 100 Sa'pNrack
Structural'Report and Calculations
PVilliounting aSystem '
6005 Alloy Rail Tables
0-30 ft. Roof Height
Table 2A:'Rail Spans (in) for Roof Slopes and Tilt Angles 0° to 19° 6005Alloy
Wind Load i ,
Ground Snow Load (psf)
Vult
110
115
120
125
130
135
140
145
150
155
160
170
180
190
9h
15.5
16.9
18.4
20.0
21.6
23.3
`25.1--
26.9 `
28.8
- 30.7
32.8
37.0
41.5 '
• 46.2
P8 Ps
-10.7
-11.7
-12.7
-13.8
-14.9
-16.1
-17.3'
-18.6
-19.9
-21.2
-22.6
-25.5
-28.6
-31.9
0 '
'0
140
132
125
119
114
109
104
100
96
93,
89
84
79
74
10
8
137
132
125
119
114
109
104
100
96
93
89
84
•
• • 9
•74
•
•
20
15
106
106
106
106
106
106
104
100
96
93
89
84
• • 29...
74
30
23'
90 •'
90`
90
90
90
90
90
90
90
90
89
84
•
• • 49: •
• 74
40
31-
79
79
79
79 T;
79
..79,,
79
79
79
79
79
79 •
• 74 •
• 74
50
39
72 '
72
.72
72
.72'
72,
'72
_ 72 .
, 72
-' 72
72
72
•`•••
72
72
60
46
1 66
66 .
66
66
66
66
66:.,
66
` 66
; 66.
66
66 4
• tie
• 66
10
54
62
62 '
62
62
62
62
462
62
62
62
- 62
62 :II
• 61 i
58 •u58
• 62
;
80
62
1 58
58
58
58.'
.58
581
�58 ,,
58
58
58-
58
- 58 1
100
77
52
52
.52
.52
52
52
'52
.52
52
52
52
52 :
, 52 • •
.52
120
92
48
48
48
48
48
48
48
48
48
48
48
48
g
48
48
0-30 ft. Roof Height
r•
1! '
Table 2B: Rail Spans (in) for Roof Slopes and Tilt Angles 20° to 36° 6005 Alloy
P , Wind Load - i ; . '
Ground Snow Load (psf)
Vult
110
'115
J120
125
130
135
' 140,
145'
150-'
155
' 160
170.'
180
190
qni
15.5 '
16.9
18.4
' 20.0
21.6
23.3
25.1
' 26.94
28.8
30.7
32.8
1'37.0
41.5
.46.2
Ps Ps
'-7.0-
-7.6
-8.3
-9.0
-9.74
`-10.5
'-11.3
1-12.1-
-13.0•
-13.8
-14.7
'-l6.6
-18.7
-20.8
0
0
144
144
144
144
144
141
135
129
124
119
114
107
100
94
10
8
134
133
132
130
129
128
127
125
124
119
114
107
100
94
20
15
106
106
106
106
106
106
106
105
105
104
103
101
100
94
30
23
90
90
90
90
90
90
90
90
,,90
90
90
90
89
88
40
31
79
79
79
79
79
79
79
79
79
79
79
79
79
79
50
39
72
72
72
72
72
72
; 72
72
72
72
72
72
72
72
60
46
66
66
66
66
66
66
' 66
66
66
66
66
66
66
66
70
54
62
62
62
62
62
62
i' 62
62
62
62
62
62
62
62
80
62
58
58
58
58
58
58
, 58
58
58
58
58
58
58
58
100
77
52
52
52
'52
52
52
1 52
52
52
52
52
52
52
52
120
92
48
48
48
48
48
48
48
48
48
48
48
48
48
48
• • • •
• •
• • • •
• • • •
• • •
•• •
•
• •
•
• • • •
• • •
•• •
•
•• •
• •
•• •
NSSE' • ` ' 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 10
Series 100 ,
Structural Report and Calculations
Snop{\rack
PV Mounting Systems
Rail Testing
The aluminum rails have been designed in accordance with the 2010 Aluminum Design
Manual (ADM) as referenced in the IBC. Testing was conducted per the standards set
forth by the IBC Section 1715; Preconstruction Load Test. The results of this testing
procedure were used in comparison with the' calculated values' to establish the maximum
uplift load allowed for the rails.
Racking Connections to the Existing Roof
. • • • • .Contained within the calculation packet are calculations for the connection of the rails to
. • • • • the ipof. framing. Using the sizes provided by SnapNrack, we have calculated *the
• • • : • •• • • •maxim irrl. forces that will be resisted based on the withdrawal value of the lag screws,
and tl st9 ength of the aluminum components which are involved in transferring these
• • • force lit& the rail to the roof framing. These components consist of the flashed L-foot
. •(SnaplT cli Drawing PEN-D01), Standoff (PEN-D02,+DO3), Seam Clamp (PEN-DO4),
• • •• 0 •Corntga til.Block (PEN-D05), Metal Roof Base (PEN-D09, DI O, Dl 1, D12) and Hanger
• • . Bolt (P 1.D06). All (6) options are acceptable under . the parameters shown in
•• fnapNrack's plans. The results from our analysis have been integrated into the summary.
• • bharts.' • :
• . •.
• •
• • • The connection of the PV racking system to the roof will use a 5/16" diameter Lag Bolt
installed with a minimum 2 %z" embedment into the framing member.. Bolts shall:be.
installed to a rafter or blocking capable of supporting both wind and seismic loads along
with the weight of the PV system.
When PEN-DO7 .is involved, use minimum quantity 2 1/4-20 lag bolts with minimum
1.25" embedment. In addition, SnapNrack's Tile Roof Hooks (Drawing PEN-D13, D14)
are also acceptable attachment components when the following limitations are followed:
1. tile roof hooks have been reviewed up to 120 -mph, Design Wind Speed
2. rail span is limited to 6 feet with tile roof hooks
}
NSSE
5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 14
Series 100,
"''Structural Report and Calculations
Sha
Nrack
--PTV Mounting Systems.
Summary Charts and Topographic Factors
The `attachedpages of this Aunt -hey contain "some of the mostt common building
configurations with varying wind speeds. These charts. "serve as quick references -for
looking tip maximum' rail spans' based, on the' building and site conditions. However, it
must be noted that for any building where a topographic,factor.is applied (e.g. hills,
mesas, seashore); the -rail span lengths -given might exceed'what..is allowed for the given
site' condition. in that case, a registered structural engineer shall. evaluate. the exact
topographic conditions forthespecific site.
J
End Zone and Edge Distances ' r f 4 t: _ . • • • •.
.• •
,4, 4 • . •.
....
•
The edge' zones and/or , end Zones of the roof, area shall, be determined ,jbas, gri .the • .. •• •
building's least horizontal dimension (LDH). The edge zone, :`a"; is 'equal to -)!A94 of the .
LDH where a = .1 * LDH. It should be noted that if the solar panels installed eris two • •
different roof sections, the smaller LDH shall be used. r f r' f
i . •••
Rail spans in the corner zone shall be a maximum of 24 inches and' this restricti will
only apply to the rail attachments located in the end and edge zones (does not apply to . .
modulus or rails`that overhang into the zone). Furthermore, -all edge zones requ ri gan.•
adjustment (shaded cells in chart) shall be. reduced by 24 inches to a minimum 3f 32 . • •. •.
inches.
•, f . f„t� L
l
of
END/EDGE ZONE
• j.�
},
CORNER ZONE
.41
Detail 1 roof end /edge and corner zones
♦ b '
..a
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013. Page 15
••••
• •
• • • •
••• •
• . •
• •
.•
•
Series 100 .. Snap\ ra c k
Structural Report and Calculations
PV,Mounting Systems.
Site — Specific Analysis
•3. 1 1'
A site -specific analysis is required if the location of the solar• panel . installation
corresponds to any of the following criteria:
• The total pitchrof the solar panel (solar panel pitch & roof pitch)•is greater than 60
degrees above the horizontal.
A topographic factorr applied. to • a location.. Generally, topographic t factors . are
applied: when the structure is on'a hill, mesa or bluff, or is adjacent to a large body
of water. For complete descriptions of topographic factors, please refer to.ASCE
7-10 section 26.8
• The mean roof height of the structure that the solar panels will=be installed',on^is.
• grrater than 60 ft. above grade.
•• • A•oornbination of loads' and/or -site conditions applied that.is not addressed' in the
'•
• • • tttathed rail span charts.'
• • ••.• :,
•
'If ong;gr.glore of these factors corresponds to the project location, please contact NSSE,,
• • • �, and v0e OW analyze the site conditions and recommend standoff spacing for each specific
site.. .
_. •
• • • •
• ••
••
• •
• ••
•
'ExistinkBeilding Limitations
CI I. :.:i
This summary letter addresses the structural adequacy of the solar racking system only,
and does not investigate or validate the adequacy of the structure the racking system is.
being placed upon. It does not address the ability of the existing roofing or roof framing
to support the new loads imposed upon them by the new system, nor does it address the
new localized forces between the roofing and the roof framing which might be imposed
by the new standoff connections. It also does not address the additional lateral forces
imposed upon the building due to the seismic and wind forces that the new system will
•add to the existing roof. These various building -specific issues need to be evaluated by
the• appropriate registered professional(s) prior to the addition of the photovoltaic and
racking systems. NSSE may be consulted for building -specific structural evaluation.
NSSE assumes the systems will be, installed to the specifications presented here and the
installer will use good structural judgment. •
•NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Pageyl6
Series 100
Snap rack-
Structural Report and Calculations PV :wJotianting, Systems
1 � . S•, i
k i
Please note, that -all sizes, materials specifications, -and weights` have been provided by
SnapNrack. Installation mustbe in accordance with SnapNrack drawings as noted:
R
6 + 3
Drawing Title
Revision
S 100-DOI
F
S 100-D02
F
"' '
"
' ' S 100-D03
' `
F '
S 100-D03
F
S100-D04
F
w, . S100-D05
F
S100-D06
F
S100-D07
F
S100-D08
F
S100-D09
F
S100-D10
F
, S 100-D 11
F
PEN-DOI
"F
—PEN-D02
F
PEN-D03
F
PEN-D04
F
PEN-D05
F
PEN-D06
F
PEN-D07
F
'•
PEN-D08
F
pa,
PEN-D09
F .
PEN-D10
•F
PEN-D 11
F
n - PEN-D12
F
PEN D 13
F
PEND14
F
. •••
• •
• • • • •
• • •�
•• • • •••
•
••••
•_' •
• • • •
• •
•• ••
• • •
• .
• •
• • •
S. •
Please see SnapNrack plans for limits on the bolt parameters. Torque all 5/16" diameter
hardware as specified in SnapNrack's plans (10-16 t-lbs for Silver Stainless Steel and 7
9fft —lbs for black Stainless Steel, unless otherwise noted). All waterproofing, roofing and
drainage issues, are the responsibility of SnapNrack's customer(s) otherwise known as the
contractor(s) ,or the professional, solar; installer(s).
Please let us know if you have any questions.
Norman Scheel PE, SE
LEED-AP BD+C, LEED-AP Homes
Fellow SEAOC
- Fellow A.S.C.E.
• • •
S. •
• • •
•
• •••
• • •
•
•
•
•• •
• • •
• • •
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev; 12/31/2013 Page 17
� •
•
•
• •
• • • • •
• •
� •
• •
•
•
Series 100
# Rail Properties for 6063 Alloy Rail
is i
Snap' J rack
!V I punting Systems:.
Rail Properties for Downward Loads'
Section Properties
A = 0.63 in2
S = 0.34 in3
I = 0.46 in4
....
. •
0000
•
• ••• •
• • • •
••
.
. •
• •
•
.•
• •
Stresses •
F•••.• b= 15.2 ksi "
Fv. = 15.2 ksi
E = 10000 ksi
•
•
....
• ••••
• • • Ma►I"' :' • = 5.17 ' k-in
•'..• • Vailow • • • = 6.38 k
•
•
• . •
• •
• •
• • •
• ••
•• ••
• •• ••
•Rail Properties for Upward Loads
Section Properties
A = ' 0.41 in2
S = 0.25 in3
I = 0.11 in4
Stresses
Fb = 15.2 ksi
Fv 15.2 .. ksi-
E' = 10000 • • ksi
Marlow E 3:84' kin
V = 4.16 k
avow
Notes
1) Rail section properties determined from test data.
2) Rail test date performed per guidelines of chapter 17 of the 2012 IBC.
3) This report is using 6063 Alloy Rail
I++ Mean Roof Height 0 to 30 - ft
t•.
o
Rail Section
'SnapNrack Standard Rail
" 6063 Alloy'''.
w
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585
Page C9 of C64
Series 100
PV panel Calculations & Component and Cladding Forces
6063 Alloy Rail
SnapN rackSnapNrack-
sv mounting System
PV Panel Calculations for 39" x 65" Panel Connections
Panel Dimensions
65" Long Panels
Panel Width = 39.0 in
Panel Length = 65.0 in
Panel Weight = 70.4 #
Panel Area = 17.6 ft'
Wind Speed
Exposure Cat.
Edee Distance (a
Wind Loading
ASCE 7-10 Component and Cladding
110 to 190 mph
C
4 Ft
Component and Cladding
LoadingZone
1
Zone 2
Zone 3
Zones
1,2,&3
Max
-22.96
-30.71
-30.71
68.51
Min
-76.21
-128.56
-197.85
12.64
1) Roof slopes from 0" to 45
2) Wind loadings from 110 mph to 190 mph 3-s Gust.
3) Edge distance a = 0.1 * LD11(Least Horizontal Dimension)
Maximum Force at Mounting Bracket
Component and Cladding
LoadingZone
1
Zone 2
Zone 3
Zones
1,2,&3
End Clamp
-335
-566
-871
302
Int. Clamp
-671
-1132
N/A
603
1) 4 brackets minimum per PV panel to rail connection
2) Only one corner of one PV panel may he located in zone 3
3) Zone 2 may have multiple panels located in this zone
Mean Roof Height 0 to 30 ft
Universal End Clamp.
•
.•
.. •
•
...•••
•••.
• •
.•••
!* . .
,•• ••
•
•
•• �.
Adjustable End Clamp X-Clamp
Mid Clamp 1 Mid Clamp 2
••••
• •
•.••
• .••
• • •
•••
•
•
• •••
• • •
•. •
•
• •
•
•• •
•_ • •
•• •
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585
Page C 10 of C64
Series 100
PV panel Calculations & Component and Cladding Forces
6063 Alloy Rail
SnapNrack
PV Mounting Systems
PV Panel Calculations for 39" x 78" Panel Connections
..••
• •
••. •
•.• •
• •
• •
• •
S. •
Panel Dimensions
78" Long Panels
Panel Width = 39.0 in
Panel Length = 78.0 in
Panel Weight = 84.5 4
Pan& Area = 21.1 ft2
• • •
• S.
•
• ... • Wind Loading
•
• • • AttE 7-10 Component and Cladding
S cd • • 110 to 190 mph
• •• •• ••
Exppsure Cat.
• •
Edk iance (
•
•
C
4 Ft
• • •
• • • •.. Component and Cladding
• • •
•[.o ding
Zone I
Zone 2
Zone 3
Zones
I, 2, 3
Max
-22.96
-30.71
-30.71
68.51
Min
-76.21
-128.56
-197.85
12.64
I) Roofs apes from 0" t)45"
2) {Wind loading from I10 mph to 190 mph 3-s Gust.
3) Edge distance a = 0. 1 * LD11 (Least 11ori:ontal Dimension)
Maximum Force at Mounting Bracket
Component and Cladding
Loading
Zone 1
Zone 2
Zone 3
Zones
l& 3
End Clamps
-402
-679
-1045
362
lnt. Clamp
-805
-1358
NiA
724
1J 4 brackets minimum per PV panel to rail connection
2) Only one corner of one PV panel may he located in :one 3
3) Zone 2 lout' have multiple panels located in this zone
Mean Roof Height 0 to 30 ft
Universal End Clamp
Adjustable End Clamp X-Clamp
Mid Clamp 1 Mid Clamp 2
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585
Page CII of C64
- •
-
3.4r,r
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RAFTERS OR STRUCTURAL MEMBERS SUCH AS
STEEL PURLINS
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MAINSTREAM ENERGY CORP.
7ni10011/11.LIMM*0•AU.001100.0k 001
/00100001M11,01.M10011311001
•••laramtvemr_maissornsumnr-
DESIGNER: 0 McPheeters .
DRAFTER D RYan
APPROVED BY:
SCALE:
•
•
DATE: '0117TrCor
PART tiUMBiFi
e
ao2
• • • • •
.
• • •
DESCRIPTION:
• • 4
• SERIES 100 OVERVIEW, ON STANDOFFS
•,
• • • • • •
• • • • • • • • •
• • • • • • • • • •
• 00 •• • • • 00 ••
••• • • • 000 • •
• • • • • • • • • • • •
• •
USE CARE DURING 1
INSTALLATION TO ENSURE
THAT THE SET SCREW IS
ROUGHLY CENTERED BETWEEN
THE TWO PIECES BEING (DINED
RAIL HEIGHT 012.2"
ABOVE ROOF SURFACE
12" HD STANDOFF
MAINSTREAM ENERGY CORP.
.►.mot: o :. .M ma a,
RAIL HEIGHT 013.2"
ABOVE ROOF SURFACE
12" HD STANDOFF
DESIGNER: 0 M ePheetero
.•. . • • 000 • •
S. .. . • ... .. • •
• .
• • • • •• • •
•
• •• • •
••. •
•
• • •• •• •
000 • • • • 000
-. •
- 1XSNAF�VRAC• • • .: • • • .: - �X6NAPNRACK
K • LCV 1NG SPACER
LETFANGSPACE. • : • • •
- 2X -18'X in LONG
I I - 1X i"-18 X 1" • n •REF SCREW
LONGEIEf 9CIVAj • ••
• • .._. •
•• • • • • • • — •
•
.. ..• • •
-s-
RAIL HEIGHT 0102"
ABOVE ROOF SURFACE
12" HD STANDOFF
PLUS ONE SPACER ON
TOP OF STANDOFF
DRAFTER: D RYerI
APPROVED BY:
SCALE:
DATE: CELEICI
.•
COMO
RAIL HEIGHT 015.2"
ABOVE ROOF SURFACE
12" HD STANDOFF
PLUS TWO SPACERS
ON TOP OF STANDOFF
PART NUMBER
8100 DOT
DESCRIPTION:
alP
REVISION:
STANDARD SERIES 100 ATTACHMENTS
'FEATURE 3" OF VERTICAL ADIDSTABILI TY ON
37, ALL MOUNTING POINTS WITH THE USE OF 1"
LEVELING SPACERS
THE FIRST INCH OF ADIDiSTABILITY IS
ACCOMPLISHED WITH SLIDING FEATURES
BUILT INTO BOTH L FOOT AND STANDOFF
•` CLAMP COMPONENTS
FOR AN ADDITIONAL INCH OF HEIGHT
AD®STMENT, ADD ONE LEVELING SPACER.
USE OF SINGLE LEVELING SPACER NOT TO
.:EXCEED 300 OF ATTACHMENT POINTS.
FOR A SECOND ADDITONAL INCH OF HEIGHT
- _ _AD®STMENT, ADD ANOTHER LEVELING
. SPACER. -USE OF TWO LEVELING SPACERS
NOT TO EXCEED 100 OF ATTACHMENT
T'Sr*�
r -
THE LIMI'ABOVE APPLY WHEN YOU ARE AT
THE MAXIMUM STANDOFF HEIGHT
, a DEPENDING ON THE STANDOFF BASE BEING
USED. FOR HD STANDOFFS ON HD
STANDOFF BASES, THE MAXIMUM STANDOFF
. HEIGHT (BEFORE APPLYING THE :
LIMITATIONS ABOVE) IS 12".
r- 4 A
SERIES 100 RAIL LEVELING HD '-
STANDOFF
•
• SNAPNRACK
STANDARD RAIL
SNAPNRACK
STANDOFF CLAMP
i" X 2" S.S. BOLT AND
S.S. SPLIT WASHER
" LAG SCREW IS TYPICAL
FOR SECURING STANDOFF
BASE TO ROOF RAFTER,
2.5" MIN EMBEDMENT TYP.
ROOF RAFTER OR
STRUCTURAL MEMBER
SNAPNRACK
CHANNEL NUT
SNAPNRACK RUBBER
RAIN COLLAR INSTALLS
OVER TOP OF FLASHING.,
SNAPNRACK STANDOFF SHAFT
HD (VARIOUS SIZES INCLUDING
7, 9.5, 12, AND 18" SHAFTS)
NOTES:
- LAG BOLTS MUST EMBED IN ROOF STRUCTURAL
MEMBERS/RAFTERS
- TORQUE ALL A" HARDWARE TO THE FOLLOWING:
- SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT LBS
- RAILS CAN MOUNT TO EITHER SIDE OF POST (UPSLOPE VS.
DOWNSLOPE)
- RAILS CAN BE LEVELED UP TO 3" USING UP TO TWO LEVELING
SPACERS AS SHOWN IN "SERIES 100 RAIL LEVELING HD
STANDOFF'
REVISION:
* A POURED SEALANT -STYLE FLASHING MAY BE USED WITH
SNAPNRACK STANDOFFS AS AN ALTERNATIVE TO A TYPICAL CONE
FLASHING WHEN INSTALLED PER MANUFACTURER'S
INSTRUCTIONS ON LOW -SLOPE ROOF SURFACES
SNAPNRACK STANDOFF BASE HD 6-HOLE
FLASH POST WITH STANDARD
GALVANIZED STEEL OR
DEAD SOFT ALUMINUM
ROOF FLASHING FOR
1" DIAMETER VENT PIPE *
SEAL PENETRATION AND
UNDER BASE WITH APPROPRIATE
ROOF SEALANT
ROOF DECKING TYP.
SNAPNRACK STANDOFF MOUNTING POINT
FOR USE ON ALL ROOF SURFACES
•• ••• • •. • • . .•
• . . OOOOOO
• • •
• • •
• • • . • •"•
• • •
•• ••• •• . • • ••
HD STANDOFFS ARE OFTEN
USED WITH FOAM ROOF
INSULATION
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MAINSTREAM ENERGY CORP.
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DESIGNER G McPheete s
DRAFTER D Ryan
APPROVED BY:
SCALE: 9 • •
DATE: 2113 •
PARTVUMtrt:•
Mob PEN 008
• •• • •
• ••
l
.DESCRIPTION:
•
• • •
•.
b• • •
• • •
••• •
••• • • • • ••• • •
• • • • • • • •
•
• •
• • • •.•
• • • • • • •
• • • •
• •• • • • •• ••
••• •
PEN DETAIL 08, HD STANDOFF
REV
F
The new fl,PEAK DUO BM- 5 solar module from Q CELLS impresses
with its outstanding visual appearance and particularly high perfor-
mance on a small surface thanks to the innovative C=NM CO
Technology. Q.ANTUM's world -record -holding cell concept has now
been combined with state-of-the-art circuitry half cells and a six-
busbar design, thus achieving outstanding performance under real
conditions — both with low -intensity solar radiation as well as on
hot, clear summer days.
1I1
Q.ANTUM TECHNOLOGY: LOW LEVELISED COST OF ELECTRICITY
Higher yield per surface area, lower BOS costs, higher power
classes, and an efficiency rate of up to 19.3%.
INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent low -light
and temperature behaviour.
ENDURING HIGH PERFORMANCE
Long-term yield security with Anti LID Technology, Anti PID
Technology', Hot -Spot Protect and Traceable Quality Tra.QTM
EXTREME WEATHER RATING
High-tech aluminium alloy frame, certified for
high snow (5400 Pa) and wind loads (4000 Pa).
A RELIABLE INVESTMENT
Inclusive 12-year product warranty and 25-year linear
performance warranty2.
STATE OF THE ART MODULE TECHNOLOGY
Q.ANTUM DUO combines cutting edge cell separation
and innovative wiring with Q.ANTUM Technology.
THE IDEAL SOLUTION FOR:
AAA
Rooftop arrays on
residential buildings
Engineered in Germany
• •
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acc }o
00001)0
0000
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0000
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Quality Tested
ID. 40032587
• •
.•••
QCEILS
YIELD SELOPIPI
ANTI PIT TECHNOLOGY
own
�.% HOT SPOT PROTECT
(HSPI
TRACEABLE QUALITY
ANTI LID TECHNOLOGY
' APT test conditions according
to IEC/TS 62804-1:2015,
method B (-1500V, 168h)
z See data sheet on rear
for further information.
CELLS
� •
• •
• •
•
••
•
•
MECHANICAL SPECIFICATION
Format
Weight
Front Cover
Back Cover
Frame
Cell
Junction box
Cable
Connector
1685mm x 1000mm x 32mm (including frame)
18.7 kg
3.2mm thermally pre -stressed glass with
anti -reflection technology
Composite film
Black anodised aluminium
6 x 20 monocrystalline Q.ANTUM solar half cells
70-85mm x 50-70mm x 13-21 mm
Protection class IP67, with bypass diodes
4mma Solar cable; (+) 1100mm, (-) 1100mm
Multi -Contact MC4, IP65 and IP68
1685mm
980mm
352.5mm
Fra
951
nting slots (DETAIL AI
1000mm
3 a Drainage hales
DETAIL A LI bmml
26.5mm1-)la.5mm
ELECTRICAL CHARACTERISTICS
POWER CLASS 305
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5 W /-OW)
E
Power at MPP,
Short Circuit Current*
Open Circuit Voltage*
Current at MPP*
Voltage at MPP*
Efficiency'
PNPP
ISC
Voc
IMPP
VMPP
n
[WI
[A]
[V]
[A]
[V]
[%]
MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NOC'
E
E
Power at MPP'
Short Circuit Current*
Open Circuit Voltage*
Current at MPP*
Voltage at MPP*
'1000W/m2, 25°C, spectrum AM 1.5G
QCELLS PERFORMANCE WARRANTY
PNPP [W]
Isc [A]
Voc [V]
IMPP [A]
V, [V]
' Measurement tolerances STC x3 %; NOC x 5 %
mmrs mem �eu.wn.m*d 1° Mem warranties'
Indma,w°dmd 1° wenantief
10
15
Stendeml
.,m 9 em aoemhon awns i10 20 :,:.I. swnmm, 20101.
TEMPERATURE COEFFICIENTS
Temperature Coefficient of Ise
Temperature Coefficient of P.,
YEARS
At least 98% of nominal power during
first year. Thereafter max. 0.54%
degradation per year. At least 93.1 % of
nominal power up to 10 years. At least
85% of nominal power up to 25 years.
310
315
310 315
9.83 9.89
40.02 40.29
9.36 9.41
33.12 3446 • •
218.4 Z 18,• •
•
226.0 229.7 233.!
7.88 7.93 7.0 .•••
37.18 37.43 37.69• • • •
7.32 7.36 7.41 • •
• ••
30.88 31.20 3152
••••••
3800W/m2, NOCT, spectrum AM 1.5G 'typical values, actual valves ma•diffr
• •
• •
• • •
•• •
All data within measurement tolerances.
Full warranties in accordance with the
warranty terms of the Q CELLS sales
organisation of your respective country.
PROPERTIES FOR SYSTEM DESIGN
Maximum System Voltage
Maximum Reverse Current
Push/Pull Load
(Test -load in accordance with IEC 61215)
a [%/K]
V [%/K1
Vsrs [VI
I„ [A]
[Pa] 5400/4000 Permitted Module Temperature
On Continuous Duty
305
9.78
39.75
9.31
32.78
18.1
PERFORMANCE AT LOW IRRADIANCE
He 110
1ao
200 400 600 800 1000
IRRADIANCE (WWI
Typical module performance under low irradiance conditions in
comparison to STC conditions (25 °C, 1000 W/m).
+0.04 Temperature Coefficient of Vac
-0.37 Normal Operating Cell Temperature
1000
Safety Class
20 Fire Rating
R [%/K]
NOCT [°C]
C
-40 °C up to +85 °C
320
320
9.94
40.56
•a••
•9.47 •
••••
33.8i••
• 1.90
•
,37.2 •
• • •
•
37,94•••
..g; • •
•
31.84 •
• •
••••••
•
•• •
• • •
•• •
-0.28
45
QUALIFICATIONS AND CERTIFICATES
PARTNER
VDE Quality Tested, WC 61215 (Ed. 2); IEC 61730 (Ed.1), Application class A
This data sheet complies with DIN EN 50380.
CE
NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation
and use of this product.
Hanwha O CELLS GmbH
Sonnenallee 17-21, 06766 Bitterfeld-Wolfen, Germany I TEL +49 (0)3494 66 99-23444 I FAX +49 (0)3494 66 99-23000 I EMAIL sales@q-cells.com I WEB www.q-cells.com
Engineered in Germany
QCEIIS
object to technical changes ® Hanwha 0 CELLS Q.PEAK DUO BLK-G5_305
• • • • • •
•
••
••••••
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••••••
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•••••
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••••••
•
••
•. • • • •
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••••••
• •
Pt�-oV-O k/4A -�
GOLDiIid SOLAR
PHOTOVOLTAIC (SOLAR) INSTALLATION AGREEMENT (Co -Op Version — North Miami Dade)
/�
THIS "AGREEMENT" made this 13 day of onth March . Year_2018_, by and between Goldin Solar,
LLC, Florida State license no. CVC56965 hereinafter referred to as "CONTRACTOR", and between Owner Name: _Barbara
and Jeff Kamp hereinafter referred to as "OWNER". WITNESSETH, that the Contractor and the Owner for
the consideration named agree as follows: ((Agreement Date will be the date when Goldin Solar receives 5% payment).
ARTICLE 1. SCOPE OF THE WORK
The Contractor shall furnish all the labor and materials to perform all of the work shown on the described specifications and
plans which are referenced and incorporated herein to install a Photovoltaic System otherwise described in this ARTICLE 1
(hereinafter the "Work"), on property located at (hereinafter "Property"): • • • •
r • • •
• • . ••••
296 NE 99th Street • • I • •. •
• • •
• •• .
Miami Shores, FL. 33138 •
•
••
•
•
•••• •
• i • • •
•••• •
1. Design, procure and install a 35_ panels, Brand Hanwha Q-Cells Duo (315)•. V Vanel) modyle% • • • •
( 11,025_Total Watts Win total) grid -tied photovoltaic system, utilizing SolarEdge inverserts),(Model 1Oc Q7 •
•
and _35 SolarEdge DC power optimizers. If the specified panels become unavailable kb $Fg'.$outh Florid% •
market at a commercially reasonable price, Goldin Solar reserves the right to substitute tl pallet to prgvide • •.
required total kW of power as outlined in this contract. Tree removal/trimming/relocation not ingludecti
•
-r • • .
•• • • •
2. The number of PV modules and power capacity in kW as described in provision 1 of Article 1 above is based with ••
initial site visit. If during the detailed engineering and design phase or permitting with the local building department •
it is found that fewer modules can fit on the premise than originally planned, the Owner will be credited in the form
of a deductive change order, deducting from payment 2 as outlined in Article 4 (or from total if financed), in the
appropriate dollars per watt amount that this contract is based on (_$2.30 $/W for fiat and $2.50/watt for
tile).
One panel to be Installed on tile roof due to space limitations on flat roof. See Helloscope Report. $2.50/watt * 315 watts =
$787.50 or $63 additional for one panel.
ARTICLE 2. TIME OF COMPLETION
The work to be performed under this Contract shall be commenced after a) contract signature by Owner, and b) receipt of the
initial payment by Owner. The Work shall be substantially completed usually within 12-16 weeks from the commencement
date. The completion date may vary due to project conditions, changes in the work, weather, material availability, force
majeure, etc. Owner agrees that Contractor shall not be liable for any form of delay damages based upon Contractor caused
delay or delay caused by others and any such delay damages are waived and released by Owner against Contractor.
ARTICLE 3. CONTRACT PRICE
The Owner shall pay the Contractor for the work to be performed under the terms of the Contract the sum of $
(_315 W • 34 * $2.30/W = $24,633 AND 315 W • 1 • 2.50W = 787.50 TOTAL = $25,420.50 Dollars) subject to
additions and deductions pursuant to authorized change orders.
ARTICLE 4. PROGRESS PAYMENTS
This project will be financed by: NA . and Is subject to: NA terms.
Pagel of13
Owner initials:
Contractor initials: D 6
• •
Owner initials: Wi—r
Contractor initials: t, G
GOLDIN SOLAR
Final payment will be due after completion of on -site installation of the solar modules, inverters and obtaining final approval
for permit inspection from the authority having jurisdiction (hereinafter "AHJ") over for the Project. Interconnection with
utility company may take several weeks after installation of system. The Owner understands that final payment will not be
withheld by any person or entity due to utility interconnection. It is the sole responsibility of Owner to fulfil its obligations to
financing company. Owner is obligated to ensure payment to Contractor irrespective of Owner's account standing with its
financing company. The Owner is exclusively responsible for timely making all payments due hereunder to Contractor. Time"
is of the essence regarding all payment obligations of the Owner.
Payment Milestones (Consistent with Co -Op Agreement)
5% - At Contract Signing = $1,271.03
45% - Upon Issuance of Building Permit = $11,439.23
50% - At final inspection =12,710.24 • • • •
. • •
• ••••
• • •
ARTICLE 5. GENERAL PROVISIONS •' • • • •• • •• •
• ••
• •
Plans/Permitting/Licensing • • •
• •
1. All work shall be completed in a workman like manner and in compliance with all building codes arad,ottigr applicpt• • •
laws as governed by the local AHJ (Authority Having Jurisdiction). • • .
• • • • •
•
2. To the extent required by law, all work shall be performed by individuals duly licensed and �bgrWgd by law t' o fy•
perform said work. Goldin Solar, LLC is a licensed solar contractor: Florida license #CVC56965 : • • '� •
•
•
3. Contractor, may at its discretion, engage subcontractors and others to perform work hereunder, growided contractor • •
shall fully pay said subcontractor and in all instances remain responsible for the proper completion of this contrag •' • • • •"' •
•
• • •
4. Contractor shall at its own expense obtain all permits necessary for the Work to be performed under this Contract. In
the event that existing portions of the building are inconsistent with the records of the AHJ and the AHJ requires
reconciliation of existing building documentation, contractor will not be liable for reconciliation of existing building
documentation with AHJ. Moreover, Owner shall be responsible for any and all code upgrades or modifications and
all costs related thereto, regarding its existing property, including but not limited to, the roof or electrical system
should any such upgrades be required by the AHJ.
5. CONTRACTOR will obtain and pay for all required building permits and OWNER will pay assessments and charges
required by public bodies and utilities for financing or repaying the cost of sewers, storm drains, water service, and
other utilities including charges for sewer and storm drain reimbursement, revolving funds, hookup, and other similar
charges. Unless otherwise specified, work does not include any changes or alterations from the drawings or
specifications that may be required by any public body, utility, or inspector. CONTRACTOR, at CONTRACTOR's option,
may alter specifications only so as to comply with requirements of governmental agencies having jurisdiction over
same. The cost of any alteration undertaken to comply with any such requirements shall be in addition to the
Contract price specified herein.
Additional work/Contract Modification
6. If Owner, Construction Lender, or any public body or inspector directs any modification or addition to the work
covered by this Contract, the charge for that extra work shall be determined in advance and the cost shall be added to
the Contract price in addition to CONTRACTOR's usual fee for overhead and profit. OWNER shall make payments for
all extra work as that work progresses, concurrently with regularly scheduled payments. CONTRACTOR shall do no
extra work without the prior written authorization of the OWNER. Any authorization for extra work shall show the
agreed terms and shall be approved and signed by both parties.
7. Unless specifically included in this Contract, electrical work shall not involve a change to any existing service panel
other than the addition of circuit breakers or fuse blocks to distribute electric current to new outlets. This Contract
Page 2 of 13
/‹.
Insurance and liabilities
9.
10.
a.
b.
c.
Contractor Is presently insured under the following
workers compensation, and 3) automotive liability.
The liability of the Contractor shall be limited to the
the plans permitted by the AHJ.
GOLDIN SOLAR
does not include changes to existing wiring in areas undisturbed by alterations. All existing electrical wiring systems
areassumed to be, and OWNER represents them to be, adequate to carry the load imposed by existing work. Any
work necessary to correctthese existing conditions shall be an extra work item subject to Paragraph 6 of this
Contract.
8. There shall be a reasonable allowance on all dimensions specified in work plans. All sizes are outside approximate
sizes. If there is any conflict between sketches, renderings, views, pictures, plans, blueprints, etc., and the terms of
this Contract, then this Contract shall be controlling. CONTRACTOR is not responsible for any existing illegal
conditions. CONTRACTOR is not responsible for any unusual or abnormal concrete footings, foundations, retaining
walls, or piers required, or any unusual depth requirements, such as, but not limited to, conditions caused by poor
soil, lack of compaction, hillside, or other slope conditions. CONTRACTOR may, but is not obligated to, correct vesto ••
conditions. All work necessary to correct abnormal conditions that is required by public bodied sha ,nstitutesavi••
extra work item and the cost shall be in addition to the Contract price specified herein. • • •
•
•••••• •
•••
• • •
•• ,
•••• • •
types of Insurance polides: 1) commercial •ereral IlabiliM 2j • •
•.•••. • ••.
• • • • •
area of installation for the photovoltaic s3ritApot s outlined by •
• • •
•• • •
Contractor shall also not be liable for the present condition of or existing damage to the existi% • eibpe• rty, including
but not limited to old, deteriorated or improperly Installed sub -roofing, roof covering or supports, siding, exxerlgr•,
covering/painting. • • •
Contractor's aggregate monetary liability shall be limited to amounts paid by the Owner to Contractor under this
agreement. Any claims or alleged damages above and beyond said contract price are hereby waived and released by
Owner.
Contractor specifically disclaims and disavows any alleged claims or representations of any guaranteed output of the
installed system, Including any claims made orally or In writing by the Contractor or Its employees or agents. This
Agreement, along with any exhibits, schedules, and amendments hereto, encompasses the entire agreement of the
parties, and supersedes all previous understandings and agreements between the parties, whether oral or written.
The parties hereby acknowledge and represent, that they have not relied on any representation, assertion,
guarantee, warranty, collateral contract or other assurance, except those set out in this Agreement, made by or on
behalf of any other party or any other person or entity whatsoever, prior to the execution of this Agreement. The
parties hereby waive all rights and remedies, at law or in equity, arising or which may arise as the result of a party's
reliance on such representation, assertion, guarantee, warranty, collateral contract or other assurance.
d. The Owner waives all claims against Contractor for all consequential damages arising out of or relating to this
Contract. This waiver includes but is not limited to: damages incurred by the Owner for rental expenses, for losses of
use, Income, profit, financing, business and reputation, and for loss of management or employee productivity or of
the services of such persons.
e. Contractor has at the time of site visit informed Owner,that area proposed for solar is subject to partial shading, and
some tree trimming (not performed by Contractor) will be required for maximum output performance.
f. Contractor will not be liable for any default, delay or failure In the performance under this contract due to Force
Majeure. Force Majeure cannot be attributable to fault or negligence on the part of the party claiming Force Majeure
and must be caused by things beyond parties reasonable control.
Use of Premise
11. OWNER shall grant free access to work areas for workers and vehicles and shall provide areas for storage of materials
and debris. OWNER agrees to keep driveways clear Land available for movement and parking of trucks during
scheduled working hours. OWNER shall be responsible for securing all entrances to the jobsite In a manner adequate
Page 3 of 13
Owner initials:
Contractor initials:
•
•
•
• •
••••••
• •
• •
00000
s.
•
• .
••••••
• •
GOLDIN SOLAR
c-�
to prevent persons other than OWNER, CONTRACTOR, and any authorized workers or material suppliers from gaining
access to that site. CONTRACTOR shall be responsible, at the end of every workday, for storing all equipment and
materials in the facilities provided by Owner.
KM 3/9/18
CONTRACTOR shall keep Owner advised as to the hours during which work is scheduled to be performed at the
jobsite. If Owner denies access to any worker or supplier of materials during scheduled working hours, then Owner
will be deemed in breach of this Contract and subject to liability for any damages caused by the breach.
12. During the term of this Agreement, Goldin Solar may erect one temporary sign showing its name, service mark, trade
name or other commercial name, identifying Goldin Solar as performing services on the construction project. The sign
must be appropriate in appearance, style and size, and must conform to all applicable federal, state and local laws.
13. Contractor agrees to remove all debris and leave the premises in broom clean condition upon project completion. .8.,
14. The Owner represents and warrants to the Contractor the following:
•
•
••
•
•
•
• •
•
•••
••
•
a. Owner represents and warrants that its property complies with the current Florida Buiip�cgde, all priors
permits for work at the Property have been inspected, approved, and closed out and thgcmce no existing
permit violations regarding the Property. The Owner further represents and warrants tot pi enperm bed•: •
•
work has taken place at the Property.
b. Owner represents and warrants that there are no existing roof leaks and the roof is inadequate condition;';
to receive the Work hereunder. • • '
c. Owner represents that there is no termite damage or structural problems with thiMpe.•rty that inaf
prevent the installation or operation of the Work hereunder. • ' ' •
d. The Owner represents and warrants that there shall be no other contractors workin at:he jape whd'may
interfere with Contractor's work or schedule; and Owner will not execute an additiofill cofitract wilts •
different solar contractor after hiring Goldin Solar during the life of the project except upon property •
termination of this Contract by either party as otherwise described herein.
• •
•
The Owner shall hold harmless, indemnify and defend Contractor from any violation or breach of the above
referenced representations and warranties. The Owner shall further pay Contractor any damages incurred by or hon
behalf of the Contractor for breach of the above referenced representations and warranties.
Additional Time/Work Stoppage
15. CONTRACTOR shall start and diligently pursue work through to completion, and shall not be responsible for delay
damages. The following delays, among others, shall entitle contractor to a time extension and potential damages,
failure of the issuance of all necessary building permits within a reasonable length of time; funding of loans;
disbursement of funds into funding control or escrow; acts of neglect or omission by OWNER or OWNER's employees
or agents; acts of God; stormy or inclement weather; strikes, lockouts, boycotts, or other labor union activities; extra
work ordered by OWNER; acts of public enemy; riots or civil commotion, inability to secure material through regular
recognized channels; imposition of Government priority or allocation of materials; OWNER's failure to make
payments when due; delays caused by inspection or changes ordered by the inspectors of authorized governmental
bodies; acts of independent CONTRACTORs; holidays; or any other circumstances beyond CONTRACTOR's control.
Under no circumstances shall Contractor be responsible for delay damages.
Contractor may at any time and for any reason terminate this Contract and all services and Work hereunder at
Contractor's convenience after written notice to Owner. Upon receipt of the written notice of termination for
convenience notice, Contractor shall immediately discontinue the work and placing of orders for materials, facilities
and supplies in connection with the performance of this Contract. If Contractor serves said written notice of
termination for convenience to Owner, Owner shall be entitled to pick up any materials purchased by Contractor on
its behalf and plans designed for its Project which have been received by Contractor prior to the service of the Notice
for Termination for Convenience. Owner shall be entitled to no consequential or incidental damages hereunder. No
Page 4 of 13
Owner initials:
Contractor initials:
GOLDIN SOLAR
refund shall be provided to Owner. Contractor shall specifically not be liable for any damages or greater cost to
complete with another contractor.
16. CONTRACTOR shall have the right to stop work and keep the job idle if payments are not made to CONTRACTOR when
due. lime is of the essence regarding all payment obligations by Owner. If the work is stopped, for any reason, for a
period of 60 days, then CONTRACTOR may, at CONTRACTOR's option, on five days written notice, demand and receive
payment for all work executed and materials ordered or supplied and any other loss sustained, including
CONTRACTOR's normal overhead plus a profit of 10 percent of the Contract price. Thereafter, CONTRACTOR is
relieved from any further liability. If work stops for any reason, OWNER shall provide for protection of all material on
the premises and shall be responsible for any damage, warpage, racking, or loss of that material.
Payment Policy/Arbitration
17. Payments are due as outlined in Article 4 of this agreement. In the event that Owner shall fail to payanyparroting
Y g Penodlc or
installment payment due hereunder, Owner will be considered in default and/or Contractormayrcease work'in tAils
event Owner would be considered in breach of contract pending payment or resolution of any'dispute. A rate 8f VI
interest per month or maximum allowable by law, whichever is greater will be assessed to thi 8 ttAding balinte. 18
the event contractor engages an attorney for collection of past due amount, Owner shall be l abfb'f8r all reasonable
attorney fees. If any payment remains unpaid for a period of 120 days, Owner grants to conVact&r'tjie right; Q1ppj
the property and remove the system or any part thereof. Contractor will provide 15 day writtetit ibece of its intent to
remove the system and allow this time for Owner to cure the defect. . ...
. . • . •
.. .. .. .
All disputes arising out of or relating to this agreement, breach of agreement or contract weak.heseunder shall be
resolved by binding arbitration in accordance with the rules of the American Arbitration Association, under
construction industry arbitration rules. The parties recognize and agree that by agreeing tq,this ovision,3W'r
waiving any right they may have to a jury trial. Judgment on the arbitration award may be enr'enefin')ny courtAavipg
jurisdiction thereof. In the event of any arbitration or litigation arising from this contract, the prevailing partyl�i�fl p!
entitled to recover from the non -prevailing party, its costs and reasonable attorneys' fees.
18. Early contract termination: The Owner has the right to terminate this agreement without incurring any cost or
consequence within (3) business days of singing this agreement — see last page of this agreement. Should the Owner
elect to terminate this agreement after the aforementioned (3) business day "right to cancel" and prior to the
contract fulfilment/payment early contract termination will take place as follows: Owner will notify Contractor in
writing of his or her Intention to terminate the agreement. Contractor will reply in writing to Owner confirming that
the Owner's intent to terminate has been received and will note the project stage at the time the request to
terminate was received. Upon early termination, Owner will be liable to pay Contractor for work performed up to
accepted termination date. The termination date will be considered the date that Contractor has replied to Owner
acknowledging their intent to terminate. The Owner's financial liability to contractor resulting from early termination
will be in accordance with the following table:
Project Phase of Early Termination
Financial Liability of Owner to
Contractor
1.
Prior to performance of site survey I
$1,000 administrative fee +
acquisition cost. (20% of contract
value)
2. After site survey has taken place, prior to
commencement of detailed engineering
$1,500 administrative fee + site
survey fee + acquisition cost (20% of
contract value)
3.
After site survey and detailed engineering have taken
place,, prior to submission of plans to building
department for permitting
$3,000 administrative fee + site
survey fee + detailed engineering fee
+ acquisition cost (20% of contract
Owner initials:
Contractor initials: _P6-
Page 5 of 13
GOLDIN SOLAR
value)
4. After site survey and detailed engineering have taken
$5,000 administrative fee + site
place and plans have been submitted to permitting
survey fee + detailed engineering +
j
permitting + project material value +
Note: if Owner cancels at this phase, they will be entitled to the
acquisition cost (20% of contract
materials purchased for them for this project, but will be
required to pick up said materials from Goldin Solar, Central FL
location
value)
After construction has commenced, contract cancelation will not be accepted and Contractor will fulfil its
obligations to complete work and close out permit subject to the terms and conditions herein. Owner will grant
Contractor free and clear access to the property to allow Contractor to complete construction. Should Owner elect to
terminate the agreement early as outlined in steps 1-5 above, Contractor will send Owner invoice for expenses
incurred per the above table. Owner will have (10) calendar days to issue payment to Contractor upon invoicing, and
this payment will be due in full regardless of any financing intentions. If payment is not received in (10) calendjfMy5,.
a rate of 1.5% interest per month' or maximum allowable by law, whichever is greater VI /assessed td'tFtp
outstanding balance.
•
•• • • • • • •
• • • •
•• •
+ •
19. Failure to respond in a reasonable time to requests for information or unreasonable deklf OR part of Owner, • •
determined at the sole discretion of Contractor, will be deemed to constitute early contreot•terminatioa. One • •
contractor has received a permit from building department, Contractor will notify Owner that ihe•permit Figs teen'
received and will schedule a date to commencement construction work. . Owner may deli* slid const icgpri, • •
commencement date a maximum of (30) calendar days from the original commenceme9t'dite requAtef bt
contractor. If Owner either delays commencement date by more than (30) calendar days p‘ dges.not respond to • •
contractor's requests to schedule commencement, the contract will be deemed in defiIt dncC.subject, to tie •
cancelation terms outlined in article 18 above. In particular, if owner does not permit constructiog commer ent •
within (30) days of permit issuance and notification by contractor, early project terminatior?Qhale :umber 4 above
•
will be deemed, without the service of any written notices If the Owner schedules a delivery date with Coutraator• •
and the materials cannot be delivered on said date due the Owner's availability or by a failure caused by the owner,
and the Owner fails to reschedule a delivery date in advance of the prior date, a redelivery fee of $500 will be
assessed by Contractor against Owner. i
Corrective or Repair Work
20. If minor items of corrective or repair work remain to be accomplished by CONTRACTORafter the project is ready for
occupancy, CONTRACTOR shall perform the work expeditiously and OWNER shall not withhold any payment pending
completion of that work.
If major items of corrective or repair work remain to be accomplished after the building is ready for occupancy, and
the aggregate cost of that work exceeds one percent of the gross Contract price, then OWNER, pending completion of
the work, may withhold payment of a sufficient amount to pay for completion of the work, but shall not withhold any
greater amount.
Warranty
21. Contractor warrants the installation of the system against defects in workmanship for a period of Eleven (11) year
following the conclusion of installation, starting on the day that the AHJ grants the final inspection approval. The
warranty covers workmanship 'of the PV system. This warranty does not cover force majeure, damage caused by
others which shall include but not be limited to, falling trees or branches, power outages, or normal wear and tear or
the roof, roof shingle failure, sub -structure failure, siding or electrical system failure. The warranty does not cover
damage caused by animals or by improper maintenance of the structure or the system or by any action of parties
other than the Contractor. In the event the Owner discovers a defect within the warranty period, Owner shall notify
Contractor in writing describing the nature and extent of the defect. Contractor will correct the defect covered by the
warranty and repair the system at no additional cost to the Owner. If a part repair or replacement is required, Owner
Page 6 of 13
Owner initials: VC
Contractor initials: 17 G
GOL,DIN SOLAR
shall cooperate fully with Contractor for a safe and efficient repair. Contractor makes no express or Implied warranty,
except as expressly outlined in this contract. Installed PV system parts (PV modules and the inverter) have their own
manufacturer warranty for a period greater than the warranty specified under this provision. In the event that PV
modules or the inverter require repair or replacement beyond the Contractor's warranty, but within the material
manufacturer's warranty, the Contractor will support the Owner in the process of repair or replacement of the
manufacturer warranted materials, however an appropriate labor cost will be assessed.
No Consequential Damages & Limitation of Liability
22. Goldin Solar's liability to you under this agreement shall be limited to direct, actual damages only. You agree that in
no event shall Goldin Solar shall be liable for any consequential, incidental, punitive, exemplary, special or indirect
damages.
Indemnity
23. To the fullest extent permitted by law, you shall indemnify, defend, protect, save and hold harmless Goldinv6olar, its
employees, officers, directors, agents, successors and assigns from any and all claims and third pert% claims, actions,
• r•
cost, expenses (Including reasonable attorneys' fees and expenses), damages, liabilities, penalt es, losses, obligatnns•,
injuries, demands and liens of any kind of nature arising out of, connected with, relating to onesulting from your
negligence or willful misconduct; provided, that nothing herein shall require you to indemr1111/•coT in Solar frorf its
own gross negligence or willful misconduct. The provisions of this Paragraph shall survive terpilrtalibp or exprtjq Cqf
this Lease. This Indemnity shall be limited in amount to $250,000.00, which the parties *Mils a corn?nercially
reasonable amount. This provision shall be deemed to be included with In the parties "bid dot rf;" • • • •
• • •
•• •• •• •
Severability
•••
• •
••
• • • •
• • • •
24. The provisions of this Agreement shall be severable in the event that any of the provisions hereof (Inclt tirdhjr
provision within a single section, paragraph or sentence) are held by a court of competent jtigtcRctipn, or arbivatgr,
to be Invalid, void or otherwise unenforceable, and the remaining provisions shall remain enforceable to the pllggt
extent permitted by law. Furthermore, to the fullest extent possible, the provisions of this Agreement (including,
without limitations, each portion of this Agreement containing any provision held to be invalid, void or otherwise
unenforceable, that is not itself invalid, void or unenforceable) shall be construed so as to give effect to the intent
manifested by the provision held invalid, Illegal or unenforceable.
Notice
25. Any notice required or permitted under this Contract may be given by ordinary or electronic mail at the addresses
specified in this Contract. If either party changes his or her address, that party shall provide written notice of the
change to the other party. Notice shall be considered received one day after it is deposited in the mail with postage
prepaid.
Contract integration Clause
26. This document and all documents Incorporated by reference constitute the parties' entire Contract. No other
Contracts, oral or written, regarding the work to be performed under this Contract exist between the parties. This
Contract shall be construed in accordance with, and governed by, the taws of the State of Florida.
23. The system inverter can be connected to the Internet to allow for monitoring of energy production. Internet
connectivity will be provided with wireless kit to connect Inverter to wireless Internet. Wireless communication kit —
included
24. OPTIONAL SYSTEM MAINTENANCE AND MONITORING: Goldin Solar offers a monitoring and maintenance plan, which
includes periodic monitoring of system performance via the Internet, and an annual system inspection, maintenance
and preparation of a report for the Owner outlining system performance relative to the predicted performance. The
maintenance plan cost is $ .00 per year. I
Owner initials:
Contractor initials: ID
Page 7 of 13
{
• •
• •
GOLDIN SOLAR
Number of years desired maintenance plan:
Maintenance plan cost added:
Optional Solar Attic fan: Watts: l(: Price:
�
Initial: A
25. Contractor will cause a licensed design professional to prepare engineering and design as required by AHJ to
commence construction in compliance with all appropriate codes as otherwise required for the Work hereunder and
as specified herein If additional structural support is needed as determined by structural engineer, with an associated
cost, Contractor will obtain a change order from the Owner for the additional amount.
26. Contractor will call for final inspection as required
payment (payment 3) is due.
Technical Disclosures
by AHJ. At the time
that the final inspection is
• •
• • •
•• •
•
pass edf rfiviel• •
••••
• •••
• • •
•• •
•
•••• • •
27. There is great deal of information to understand about solar energy science, technology, power !rpi.gydh and Ws! IMP
policies that govern solar locally before deciding to go solar. We feel that there are a few items inograigWar that are jrit jri`
to understand. Please initial next to each of the following to indicate that you have been informer? elpott said Rem Inct'
attained understanding of it. By initialing each item, you acknowledge that you have had sufficieptgpportunity to ask and
learn about these items. • • • • • •
Initial:
Initial:
• • •
• • •
a. Unless explicitly stated in this agreement, the type of solar system that Is being contracted is knows as a "griiitied"
solar system. This means that battery backup is not included, but may be added'or a future date. Grid-ttiel.s%ilerP
systems will receive a net -meter from the local utility after the installation is complete and permit has been closed out.
A grid tied solar system without battery backup may be net -zero but does not provide the home with energy in the
event of a power -outage, as the solar inverter will automatically shut down in the absence of power from the grid. This
is known as "anti-islanding" and is in place to protect the lives of powerline workers (it prevents back -feed of current to
a grid that is down and worked on). For the solar system to function as a power source for backup in a power outage,
backup batteries will be necessary.
b. The net -meter installation by the local power utility will require an "Interconnection Agreement" between the Owner
and the utility. The Interconnection Agreement will govern the terms of the net metering relationship between the
Owner and utility. The particular details of the interconnection agreement will vary from utility to utility, and based on
the size of the solar system in kW (Tier 1, Tier 2 or Tier 3) that is being interconnected. The interconnection agreement
required by the utility may be accompanied by a one-time fee for the net meter and insurance requirements. Owner
has reviewed and understands the interconnection agreement required by their local utility for their relevant solar
system size.
c. Solar insolation is an inconsistent energy source which varies seasonally and with daily weather fluctuation. The power
output of the solar array is also a function of the tilt and orientation (azimuth) of the solar installation. For maximum
energy production, it is important to keep the solar panels free of shade caused by trees, buildings or other sources.
Contractor is not responsible for tree trimming or any other shade prevention. For this reason, contractor does not
guarantee system power output. However, contractor does provide estimated annual energy output in kWh based on
Page 8 of 13
Owner initials:
Contractor initials:
/A-
GOLDIN SOLAR
system power rating in kW. To understand the total annual kWh energy output for the system contracted herein, match
the system power rating as outlined in Article 1, Item 1, with the annual energy output in kWh in the following table:
Power Rating of System (kW)
Expected Annual Energy Production (kWh)
5
7,592
7
10,629
10
15,184
12
18,221
15
22,776
20
30,368
25
37,960
The above table is based on 5.2 Peak Sun Hours per day, which is the average daily solar insulation for South Florida, and
80% conversion factor from DC to AC power. Monetary value of energy savings expressed as avoided cost of energy gqt.
purchased from utility will vary depending on retail price of energy from the local utility.
Initial:
d.
Initial:
• •
• • •
•• •
•
The solar Federal Investment Tax Credit (ITC) grants a 30% credit against an individual's or business Income tax'
liability. Eligibility for this tax credit will vary on a case -by -case basis. Goldin Solar doesmot givetx .aadvviee •
and Takes, • •
no guarantees as to your eligibility to this tax credit. Initial under this paragraph to confirm thgtypid pave consulted •
with your accountant and understand your eligibility to the federal ITC. •• ••
•• •• •• •
• •
• • • •
Page 9 of 13
Owner initials:
Contractor initials: T
• • •
• •
• •
• •
••
S. •
• •••
• • •
•• •
•
• •
•
.•
• ••
� •
• •
•
• •
•
••
• •
• •
y
GOLDIN SOLAR
•
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES),
THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN
FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS
KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY
SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED
MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR
CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A
LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST
YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR Oki •Ae••
SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULDfTrPUI.Q'LE IN TM* • •
(.. A/' CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO IROVIDE YeU:• ••
WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROjpjm1O YOU A ,
"NOTICE TO OWNER." /FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RFCAMMENQED••
TYOU CONSULTA ATTORNEY. I •••••• •
uyer's Signature
Owner initials:
Contractor initials:
'3 - ) 2--. t _ g
12 - 2,1.)
Date
Page 10 of 13
• •
•••
••
• •••
• • •
..• •
• •.
• • . •
• • •
•• •
•
•• •
• • •
: •
• •
• •
Construction Industry Licensing Board
2601 Blairstone Road
Tallahassee, FL 32399-1039
850-487-1395
The Owner's property is governed by a Home Owner's Association
Yes
No V
If yes, the Home Owner's Association's Contact Information is `--`—
Page 11'of 13
Owner initials:
Contractor initials: h 6-
GOLDIN SOLAR
FLORIDA HOMEOWNERS' CONSTRUCTION
RECOVERY FUND
PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA
HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT
PERFORMED ,UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED
VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT
THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION
INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS...
• .
•. •.••
•• •• •
••• • • •••
•• •
.• •
•
• • • •
• •
• • • •
• •
•• S.
• • •
• •
• •
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•• •
•
• •
•
• •.•
• • •
• ••
• • •
•
• • •
• • •
•• •
k,.
GOLDIN SOLAR
Signatories
Contractor:
Print Name
Daren Goldin, Owner/Founder
Goldin Solar, LLC
(305) 469-9790
dgoldin@goldinsolar.com
Signature Date
3 / ly /zo.►
••••
• •
• • ••••
• • •
•• • • •••
• • •
•• •
•
••••
• •
••••
•
• •
•
. •••
You, the buyer, may cancel this transaction at any time prior to midnight of the thiid'basiness'daif
after the date of this transaction. See the attached notice of cancellation form for aiiii nation of
this right. t •
• • •
Owner:
eciActrc, J4q fp
Print Name
�t 6c,,
Print Name
Address:
Phone:
Email:
• . S.
•• •
Jl- ZOl8.
Signature Date
3•/2.2 /E
ignature Date
', 6 iv 9 q S trk4J-
liawt; Stio,.es FL 51fsec
Jar 7 s-2.5-7-.5 341.5"
e-11 3b - 38`i -S194 ho►t+ . 78(4,-S 36-2.on'-f
B rbarriec:�uer-�.� J
"3-A7ar& e- •3vvt c1 , C0tivi
Page 12 of 13
Owner initials:
Contractor -initials: D (1
GOLDIN SOLAR
NOTICE OF RIGHT TO CANCEL — DATE: Mille ,.
You may CANCEL this transaction, without any Penalty or Obligation. within THREE BUSINESS DAYS from the
above date.
If you cancel, any property traded In, any payments made,by you under the contract or sale, and any negotiable. • •' •,
Instrument executed by you will be returned within TEN BUSINESS DAYS following receipt by thi selierof your ••'•
cancellation notice, and any security Interest arising out of the transaction will be cancelled. • • • •• •• ••
•
•• •
If you cancel, you must make available to the seller at your residence, In substantially as good cortdititJn•its when ,•
received, any goods delivered to you under this contract or sale, or you may if you wish, comply with tl a Instructions, •
of the seller regarding the return shipment of the goods at the seller's expense and risk. •... •
If you do make the goods available to the seller and the seller does not pick them up within 20 dausifjfiedate oP •. • 41
your Notice of Cancellation, you may retain or dispose of the goods without any further obligation. Ifygi tjl Jo make •
the goods available to the seller, or If you agree to return the goods to the SELLER and fail to do so, jhenyog remain
liable for performance of all obligations under the contract •
To cancel this transaction, mall or deliver a signed and dated copy of this Cancellation Notice or any other writtea • • • • •
notice, or send a telegram to • • •
Goldin Solar 3447 Percival Ave Miami, FL 33133
Not Later than Midnight of TMre QIdlo.SoJae'
I HEREBY CANCEL THIS TRANSACTION.
3 7/o/e
Buyer's Signature Date
Owner Initials: ' /-
Contractor Initials:
Page 13 of 13
4 4
solar (�
SolarEdge Single Phase Inverters
For North America
SE3000A-US / SE3000A-US / SE5000A-US / SE6000A-US /
SE7600A-US / SE10000A-US / SEa l400A-US
The best chokke for S&&arEdge enabled systems
Integrated arc fault protection for NEC 2011 690.11 compliance
fD Rapid shutdovin for NEC 2014 690.12
Superior efficiency (98%)
Small, lightweight and easy to install on provided bracket
Built-in module -level monitoring
Internet connection through Ethernet or Wireless
- Outdoor and indoor installation
3 Fixed voltage inverter, DC/AC conversion only
— Pre -assembled Safety Switch for faster installation
• Optional — revenue grade data, ANSI C12.1
USA - GERMANY - ITALY- FRANCE -JAPAN - CHINA -AUSTRALIA - THE NETHERLANDS - UK - ISRAEL
www.solaredge.us
solar
Single Phase Inverters for North America
SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US /
SE7600A-US / SE10000A-US/ SE11400A-US
15E3000A-US SE3800A-US SE5000A-US SE6000A-US SE7600A-US SE10000A- US SE11400A-US
OUTPUT
Nominal AC Power Output
Max. AC Power Output
AC Output Voltage Min: Nom.-Max.111
183 - 208 - 229 Vac
3000
3300
3800
4150
5000
5400 @ 208V
5450 @240V
6000
6000
7600
8350
9980 @ 208V
10000 @240V
10800 @ 208V
10950 @240V
11400
12000
VA
VA
AC Output Voltage Mln.-Nom.-MaxJ�1
211- 240 - 264 Vac
AC Frequency Min.-Nom.-Max.l1l
Max. Continuous Output Current
GFDI Threshold
✓
✓
59.3-60-605
Hz
12.5
16
24 @ 208V
21 @ 240V
25
1
32
48 @ 208V 47.5
42 Q° 240V
A
A
Utility Monitoring, Islanding Protection, Country Configurable Thresholds
INPUT
Yes
Yes
Maximum DC Power(STC)
Transformer -less, Ungrounded
4050
5100
6750
8100 I 10250 I 13500
Yes
15350
Max. Input Voltage
Nom. DC Input Voltage
Max. Input Current121
Max. Input Short Circuit Current
Reverse -Polarity Protection
Ground -Fault Isolation Detection
500
Vdc
9.5
13
325 @ 208V /350 @ 240V
16.5 @ 208V I
15.5 e 240V
18
45
23
33 @ 208V
30.5 41.240V •
Yes
600ka Sensitiv'ty
Maximum Inverter Efficiency
CEC Weighted Efficiency
Nighttime Power Consumption
ADDITIONAL FEATURES
Supported Communication Interfaces
97.7
98.2
98.3
98.3
98
97.5
98
97 @ 208V
98 e 240V
< 2.5
97.5
97.5
RS485, RS232, Ethernet, ZigBee (optional)
97 @•21 •
97.5 p'240V•
Revenue Grade Data, ANSI C12.1
Rapid Shutdown - NEC 2014 690.12
STANDARD COMPLIANCE
Safety
Optional°1
Yes
• • •
•.•.... ti
••••••• i •
•
98•••rif
Vdc
34.5.••• Adc
• •
• • • • Adc ••••••
• ••• •
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98 •
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•
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••••••
• •
••• • • •
W • •
• • • • •
••••••
•
• • • • • •
•
• S.
Grid Connection Standards
Emissions
UL1741, UL1699B, UL1998, CSA 22.2
IEEE1547
• • •
• • .•
FCC part15 class B
•
•
• •
••••••
• •
INSTALLATION SPECIFICATIONS
AC output conduit size / AWG range
DC input conduit size / # of strings /
AWG range
Dimensions with Safety Switch
(HxWxD)
Weight with Safety Switch
Cooling
Noise
Min. -Max. Operating Temperature
Range
Protection Rating
3/4" minimum / 16-6 AWG
3/4" minimum /8-3 AWG
3/4" minimum / 1-2 strings / 16-6 AWG
30.5 x 12.5 x 7.2 / 775 x 315 x 184
3/4" minimum / 1-3 strings /
14-6 AWG
30.5 x 12.5 x 10.5 /
775 x 315 x 260
in /
mm
51.2 / 23.2
54.7 / 24.7
88 .4/ 40.1
lb/kg
Natural Convection
< 25
Natural
convection
and internal
fan (user
replaceable)
Fans (user replaceable)
< 50
dBA
-13 to +140 / -25 to +60 (-40 to+60 version availablet"))
°F / °C
NEMA 3R
tD For other regional settings please contact SolarEdge support.
a) A higher current source may be used; the inverter will limit its input current to the values stated.
Isl Revenue grade Inverter P/N: SExxxxA-US000NNR2 (for 7600W inverter:SE7600A-Us002NNR2).
t°I -40 version P/N: SExbomA-US000NNU4 (for 7600W inverter.SE7600A-US002NNU4).
suns PEC
dtEiri df � •04SBirtul), y' , lea AR eta
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SolarEdge Power Optimizer
Module Add -On For North America
P300/ P320/ P370/ P400/ P405
PV power optimization at the module -level
— Up to 25% more energy
— Superior efficiency (99.5%)
— Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading
— Flexible system design for maximum space utilization
— Fast installation with a single bolt
Next generation maintenance with module -level monitoring
Module -level voltage shutdown for installer and firefighter safety
USA - CANADA-GERMANY-ITALY- FRANCE-JAPAN - CHINA -AUSTRALIA -THENETHERLANDS-UK-ISRAEL- TURKEY -SOUTHAFRICA-BULGARIA -INDIA www.solaredge.us
15
60
Safety Output Voltage per Power
Optimizer j 1
STANDARD COMPLIANCE
EMC
SolarEdge Power Optimizer
Module Add -On for North America
P300 / P320/ P370 / P400/ P405
P300
P320
P370
P400 P405
(for 60-cell mod-
(for high -power
(for higher -power
(for 72 & 96-cell
(for thin film
ules)
60-cell modules)
60 and 72-cell
modules)
modules)
modules)
INPUT
Rated Input DC Powerf�1
300
320
370
400
405
Absolute Maximum Input Voltage
(Voc at lowest temperature)
MPPT Operating Range
48
8-48
60
8-60
80
8-80
125
12.5 - 105
Vdc
Vdc
Maximum Short Circuit Current (Isc)
10
11
10.1
Adc
Maximum DC Input Current
12.5
13.75
12.63
Adc
Maximum Efficiency
99.5
Weighted Efficiency
98.8
Overvoltage Category II
OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current
Maximum Output Voltage
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INERbFF) • 0,111
• • •
•• •
s
••••
Adc
•
• 1 •
85 ••••
•
FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 • • • • • • 0,00 •
s.•• •
Safety
IEC62109-1 (class II safety), UL1741
RoHS
INSTALLATION SPECIFICATIONS
Maximum Allowed System Voltage
Yes
1000
• •
•• ••
Compatible inverters
All SolarEdge Single Phase and Three Phase inverters •
128 x 152 x 351 j.!fj,x 152 x t0 /
5x5.97x1.37 •• 5x15.97x1•
Dimensions (W x L x H)
Weight (including cables)
Input Connector
Output Wire Type / Connector
Output Wire Length
128 x 152 x 27.5 / 5 x 5.97 x 1.08
630 / 1.4
MC4 Compatible
Double Insulated; MC4 Compatible
0.95 / 3.0
MC4 /
Amphenol AH4
Double Insulated;
MC4 /
Amphenol AH4
750 / 1.7
Vdc
•
•
•
Vdc
•
s
• •
•..• •
s • •
•• •
• • •
•
••••••
y•••+.
•
Vdc • •
s
845/1.9 ••
MC4 Compatible
Double Insulated; MC4 Compatible
1.2 / 3.9
• •
• mm / in• •
•
• gr/Ib
m/ft
Operating Temperature Range
Protection Rating
-40 - +85 / -40 - +185
IP68 / NEMA6P
°C/°F
Relative Humidity
0-100
I'l Rated STC power of the module. Module of up to +5% power tolerance allowed.
PV SYSTEM DESIGN USING
A SOLAREDGE INVERTER1�1t'I
Minimum String Length
(Power Optimizers)
SINGLE PHASE
HD -WAVE
8
SINGLE PHASE THREE PHASE 208V THREE PHASE 480V
10 18
Maximum String Length
(Power Optimizers)
25
25 50
Maximum Power per String
Parallel Strings of Different Lengths
or Orientations
5700 (6000 with
SE7600H-US)
5250
Yes
6000
12750 W
l'i For detailed string sizing information refer to: http://www.solaredge.com/sites/default/files/string_sizing na.pdf.
13i It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string.
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are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are
trademarks of their respective owners. Date: 03/2017 V.02. Subject to change without notice.