HomeMy WebLinkAboutSFRA2015-2624DATE OF ISSUANCE: JUL2 8 206
PERMIT #: / ' j a
JOB ADDRESS: 2707 Summer Wind Dr.
r
SUBDIVISION:
BUILDING CONTRACTOR (company name): Global Efficient Energy
CURRENT MAILING ADDRESS: 2320 Gravel Dr
CITY/STATE/ZIP: Fort Worth, TX 76118 PH: # 682-626-5591 Fax # 832-379-5206
PROPERTY OWNER: David Clarke
CURRENT MAILING ADDRESS: 2707 Summer Wind Dr
CITY/STATE/ZIP: Grapevine TX 760651
PHONE NUMBER: 817-488-1859
PROJECT VALUE: $14000 FIRE SPRINKLERED? YES NO
DESCRIPTION OF WORK TO BE DONE: solar install, 8 panels
USE OF BUILDING OR STRUCTURE: single family home
NAME OF BUSINESS:
**Total Square Footage under roof: Square Footage of alteration/addition:
I �-I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
j� State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
0I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
C trot Number: (Not required for 1 & 2 family dwellings)
I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: Casie Reeder SIGNATURES
PH #: 972-839-6594 FAX #: 832-379-5206 EMAIL:
HECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type: V a
Permit Valuation: $ t LAcoo eon
Setbacks
Approval to Issue
Occupancy Group: -
Fire Sprinkler: YES — NO
Front:
Electrical
Division:
-Building Depth:
Left:
Plumbing
Zoning: R. -7.
Building Width:
Rear:
Mechanical
Occupancy Load:
Right:
Plan Review Approval:
Date: w t
Building Permit Fee:
Site Plan Approval:
Date:
Plan Review Fee:
Fire Department:
Date:
Lot Drainage Fee:
Public Works Department:
Date:
Sewer Availability Rate:
Health Department:
Date:
Water Availability Rate:
Approved for Permit: X1140
Date: < L
Total Fees:
'
Lot Drainage Submitted:
Approved:
Total Amount Due:
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165
O:FORMS\OSPERMITAPPLICATIONS 1/02-Rw.ttl04,5106,2107,11f09,411
PLAN SUBMITTAL:
WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING
OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED
PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE
OTHERWISE REQUIRED BY STATE LAW.
• • r
• INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM)...............................................$42.00/HOUR"
• REINSPECTION FEES.................................................................................................................. $42.00
• PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED........................................................... $37.00
• INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)......................$42.00/HOUR
• ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO
APPROVEDPLANS.... ................................... .......... ......... ......... ... -- ............................. ....... $42.00/HOUR
• BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT
SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE
• FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS**
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE
PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE
WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF
THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF
GRAPEVINE.
I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR
LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,
AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST.
SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT
(OR HOMEOWNER FOR HOMEOWNERS PERMITS)
PHONE #: 972-839-6594
PRINTED NAME
*OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER.
**ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS.
CITY OF GRAPEVINE, BUILDING INSPECTIONS, P. O. BOX 95104, GRAPEVINE, TX 76099
O/G 5/U I RCV SJCV: IU/U -I, UIUO, 41w, //U!, 251uv, 11fU`J, 4111
O:\FORMSIDS APPLICATIONS - FEES\MEP APPLICATION 4-11.doc
(8171
a 3; c20/h CIN OF GRAPEVINE
PERMIT # ��}}
—c C2.
BLDG. PERMIT #1 -}
( 5-- ct
DATE:
JUL 2�i
JOB ADDRESS: SUITE #
2707 Summer Wind Dr
DESCRIPTION OF WORK:
Solar install 8 panels
PROPERTY OWNER:
CONTRACTING COMPANY:
David Clarke
Global Efficient Energy
ADDRESS:
ADDRESS:
2707 Summer Wind Dr
2320 Gravel Dr
CITY/STATE/ZIP:
CITY/STATE/ZIP:
Grapevine Tx 76051
Fort Worth TX 76118
PHONE NUMBER:
PHONE NUMBER:
817-488-1859
682-626-5591
TYPE OF OCCUPANCY
BUILDING AREA
(SQ FT)
PERMIT FEES
AMOUNT DUE
EACH TRADE
I. R-3
1 - 749
$ 33.25
SINGLE FAMILY, DUPLEX
750— 1,199
$ 49.88
TOWNHOUSE,
1,200- 1,500
$ 63.18
NEW CONSTRUCTION &
1,501- 1,750
$ 76.48
ADDITIONS (PER UNIT)
1,751- 2,000
$ 83.13
2,001- 2,250
$ 89.78
TOTAL SQ.FOOT UNDER
2,251- 3,000
$ 96.43
ROOF
3,001- 3,500
$ 103.08
3,501- 4,000
$ 109.73
$
4,001+
$ 120.37
EACH TRADE
11. A, E, I, R-1
1- 500
$ 37.00
HOTELS, APARTMENTS,
501 —100,000
$ 17.50+.035 PER
DRINKING/DINING,
100,001 — 500,000
$ 3,500.00+.03 SQUARE
EDUCATIONAL, ASSEMBLY,
500,001 +
$15,000.00+.02 FOOT
$
INSTITUTIONAL
EACH TRADE
111. B, F, H, M, S, U
1- 500
$ 37.00
OFFICE, RETAIL, WHOLESALE,
501- 50,000
$ 32.00+.01 PER
1
GARAGES, FACTORIES,
50,001- 100,000
$ 182.00+,007 SQUARE
WORKSHOPS, SERVICE
100,001+
$ 582.00+.003 FOOT
$
STATIONS, WAREHOUSE
CONTRACT
EACH TRADE
IV. ANY OCCUPANCY GROUP
VALUATION OF
WORK
FINISH -OUTS,
SHELL COMPLETIONS,
0- 500
$ 37.00
ALTERATIONS OR
501- 1,500
$ 45.00
STAND ALONE PERMITS
1,501- 3,000
$ 57.00
CONTRACT VALUATION OF WORK:
3,001- 5,000
5,001- 50,000
50,001- 100,000
$ 72.00
$ 27.00+ .009
$ 127.00+.007 PER
$
100,001- 500,000
500,001+
$ 327.00+ .005 DOLLAR
$ 1,327.00+ .003 VALUATIIce
ON
$ �7
EACH TRADE
V. MISCELLANEOUS
IRRIGATION SYSTEMS
$ 37.00
MOBILE HOME SERVICE
$ 37.00
TEMPORARY POLE SERVICE
$ 37.00
SWIMMING POOLS
$ 37.00
SIGN ELECTRIC
$ 37.00
$
O:\FORMS\DS APPLICATIONS - FEES\MEP APPLICATION 4-11.doc
:V P�
A,'14Y WORK IN CONFUC 7
Name: David Cljff4tofNG ORDINANCE
Panel Qty:
J- TIMES
Address: 21�4"�-bW`Summer Wind D
m.� Inveter(s):
AS DOES NC -i TO CONSTRLJCTON IN
.".;\. i. IG T WAY.
ALL C
AH!,A ��POV* Tilt
one: 817-488-1859
65"x39" Solar
Panel
AgF ry
) Enphase M215 Micro Inverter
28 Azimuth: 270 W/DC: 2000
Email Address:
With current locations, the Est, Avg. Year AC Energy (kWh)
lsmmmn���� =2305. Making this location the the most efficient location by
Solor panel is 65"x39" and 2" thick I more than 10%.
Solar panel matches the slope of the roo I f OF
Solar panel is mounted on the roof and will not extend above the roof line
,40
Solar panel will be installed approx. S" above the shigles 'o
e............. ..............
Sol rftblack in color and has black mounting brackets and frame. ROGER L. ECLAIRCONTRACTOR SHALL ?I ...............................
N S
CONTRACTOR REGISTRATION
' BE --VOKED UPON
Glo'all c
[N,c flOTRRATIO N.
SEPARATE PLWASING, MECHANICAL,
ELE079FR3CAL. ANN. ) &'a'N PERMITS
SHALL BE HEQUIRED
Phone: 682-62 6-5591
Fax: 832-379-5206
o -,q %. 110554
July 20, 2015 It 0,�--ZICIF N*xz�
/ONAL'E
2320 Gravel Dr CQ
Fort Worth, TX 76118 --j
David Clarke
2707 Summer Wind Dr
Grapevine TX 76051
SHEET.
FIIELEASED FOR
CONS".`�
RELEASE DOES NOT AU ;
a'I ANY WORK IN C,Cs ;=,..ICT
MAX POWER (Ps )
MOW
POWER TOLERANCE
0-+5X
MODULE EFFICIENCY
>1510X
DATM
8.21 A
MAXIMUM POWER VOLTAGE (Vnp)
30.76 V
RELEASE �.JE !�<:.; ' P
, O C�/.'ni,1S i I�''^4UCTI'R�.N I
AC1t�ES
S��'.
:)... ItNt„lppS'41; "4.t.+qkF t
ggL�.3pgNIEN
ALL.
5,
SINGLE LINE DIAGRAM
8 HANWHA Q MODULES
GROUNDING ELECTRODE
#6 AWG BARE CU EQUIPMENT
CONDUCTOR (GEC) #6 BARE
GROUNDING CONDUCTOR (EGC)
(4) #12 THWN-2 SUNLIGHTGROUND - NOT REQUIRED ON
ALL EXPOSED NON-CURRENT
RESISTANT RATED WIRE - TO LATESTEST INTEGRATED GROUND
CARRYING METAL PARTS
BE ENPHASE ENGAGE TYPE (IG) MODULES. FIELD VERIFY,
TO BE GROUNDED
CABLE AND TERMINATIONS � �
96.OX
ENPHASE M215
MICROINVERTER
VERIFY INTEGRATED
GROUND (IG) TYPE
-NO GEC READ
OR
NON -IG TYPE - GEC READ
A THIS ELECTRICAL SINGLE LINE DIAGRAM IS DIAGNRAMATIC ONLY AND INTENDED TO ASSIST
A QUALIFIED ELECTRICAL CONTRACTOR FAMILIAR WITH PHOTOVDLAIC REQUIREMENTS IN
SIZING THE INSTALLATION OF THE PHOTOVOLTAIC SYSTEM AT THIS RESIDENCE EXACT
LOCATION AND ROUTING OF ELECTRICAL EQUIPMENT, WIRING, AND CONDUIT IS THE
RESPONSIBILITY OF THE COSNTRACMR BASED ON FIELD VERIFICATION OF EXISTING
CONDITIONS THE USE OF ANY EXISTING EQUIPMENT IS THE RESPONSIBILITY OF THE
CONTRACTOR BASED W FIELD VERIFICATION 13F EXISTING CONDITIONS
B ALL EQUIPMENT TO BE INSTALLED AND DOCUMENTED PER THE MANAJFACTURERST
OPERATIONS AND INSTALLATION MANUALS, AND AS DIRECTED BY THE LOCA. AHJ.
EXISTING GROUND
MANUFACTURERw
HANVHA Q
MAX POWER (Ps )
MOW
POWER TOLERANCE
0-+5X
MODULE EFFICIENCY
>1510X
MAXIMUM POWER CURRENT (Imp)
8.21 A
MAXIMUM POWER VOLTAGE (Vnp)
30.76 V
SHORT CIRCUIT CURRENT (Isc>
8.71 A
OPEN CIRCUIT VOLTAGE (Voo
37.49 V
VAUES AT VANYM Mf CANNONS STC
OR MSS APES,
DEd MMM "M/I& 4i TMl+QMT14E ETC)
MICROtNVERTFR SPECIFICATIONS
MANUFACTURER/MGDEU ENPHASE
MM5
MAX. OUTPUT POWER
215V
NOMINAL OUTPUT CURRENT
0.9 AAC
MAX. INPUT VOLTAGE
45VDC
MAX. INPUT CURRENT
10.5 ADC
MAX. DC SHIRT CIRCUIT CtRRENTI3 ADC
CEC WEIGHTED EFFICIENCY
MAXIMIUI RATINGS
96.OX
OPERATING TEMPERATURE
-40'C -+85'C
MAXIMUM SYSTEM VOLTAGE
60DVDC
MAX" SERIES FUSE RATING
20A
_SOLDECK PV
JB JUNCTION BOX
UL1741 NEMA3R
(ON ROOFTOP)
j J' METALIC CONDUIT
(4) #12 THWN-2, BLACK -Li,
RED -L2, WHITE -NEUTRAL,
J GREEN -EQUIPMENT GROUND
CONDUCTOR (EGC)
MU METER I GEC #6 THWN GROUND
WHEN REQUIRED
i
DEDICATED PV SYSTEM
^POLE SW DISCONNECT SWITCH
L EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC ARTICLE 690.
E. CONDUCTORS ARE TO BE COPPER UNLESS OTHERWISE NOTED AND COMPLY WITH NEC 11014.
3. ALL PV SYSTEM COMPONENTS SHALL BE LISTED AND COMPLY WITH LL1703 AND UL174L
4. WIRING MATERIALS NOT PROTECTED IN CONDUIT SHALL BE SUITABLE FOR SUN EXPOSURE AND WET
LOCATIONS
5. CIRCUIT BREAKER TO BE SUITABLE PER NEC 69044 (BX5>.
6: THE EQUIPMENT (RODDING CONDUCTOR SHALL BE CONTINUOUS PER NEC 69048.
7. THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690.43. 690.45 AND
250122.
8. THE GROUNDWS ELECTRODE CONDUCTOR SHALL BE CONTINUOUS PER NEC 250.64 (C) AND 690.47 (A). (WHEN
REQUIRED)
9. LABEL SOLAR MODULES AND POWER INVERTERS WITH LISTING AGENCY NAME AND NUMBER PER NEC 110.3 (B).
10. BACKFED PV BREAKER SHALL BE INSTALLED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN
BREAKER.
tL AC DISCONNECT SHALL BE EXTERNALLY OPERATED KNIFE BLADE TYPE AND LOCKABLE IN THE 'ON' AND '[FF'
POSITIONS, VISIBLE DESIGNATIONS TO BE DIRECTLY ACCESIBLE TO THE UTILITY.
Caiman Engineering Inc.
16922 Old Washington Rd
Nevada City, CA 95959
caimaneng@gmail.com
530-478-9500
\_ #6 THWN GND (GEC)
(E) GROUND BUS (WHEN REQUIRED)
SEPARATE PLUMBING, MECHANICAL,
ELL:G€RKDAL AND S)GN PERMITS
SHALL BE REQUIRE
MAXIMUM TOTALRR N7 PROII D
2 MODULES -
1.8
AMPS
3 MODULES -
2.7
AMPS
4 MODULES -
3.6
AMPS
5 MODULES -
4.5
AMPS
6 MODULES -
5.4
AMPS
7 MODULES -
6.3
AMPS
8 MODULES -
7.2
AMPS
10 MODULES
- 9.0
AMPS
GLOBAL EFFICIENT ENERGY
2320 GRAVEL DR
FORT WORTH TX 76118
682-626-5593
SINGLE LINE DIAGRAM
PHOTOVOLTAIC SYSTEM
240 VAC SINGLE PHASE
City of Grapevine July 20, 2015
Development Services
200 S. Main St.
Grapevine, Texas 76051
Subject: Clarke Roof Mounted Solar Array
2707 Summer Wind Dr Grapevine TX 76051
Caiman Engineering Job No 15-736
Roof Mounted Solar Array Structural Certification
1i•:�42 tyic7 Vv'�t�xh`n3,;oM r �u+t�
3J.5. 9150-�'
The solar array consisting of 8 Hanwha Q 250W modules and Enphase M215 microinverters to be
mounted on the above referenced residence has been evaluated and found to be in compliance with the
2006 International Residential Code (IRC) and 2006 International Building Code (IBC). The existing roof
structure has been found to be capable of supporting the additional dead load of the panels as well as
additional loads identified in Chapter 16 of the 2006 IRC and IBC. Furthermore, the attachment
method has been found to be capable if resisting the wind loads determined by Chapter 16 of the
2006 IRC of 130 mph 3 sec gust.
The equipment (PV panels) eliminates the probability of people walking on the roof within the
equipment footprint thereby effectively eliminating the live load in the area of the equipment.
Since the design live load under 2006 International Code for a roof is 20 psf and the equipment
weight of 2.51 psf plus a snow load of 5.0 psf, it is my professional opinion that the existing roof
system, designed for a minimum of 20 psf live load can handle the additional dead load of 2.51
psf and the snow load.
• The same wind load can be expected for the solar array as with the original roof structure as the
pitch of the array is the same as the original roof pitch. It is my professional opinion and
experience that standard attachments provide a significant factor of safety to overcome uplift from
wind and shear from weight.
If you have any questions, please don't hesitate to call me at 530-478-9500.
Sincerely,
� ll
t .« 1 1 Q 5 6 4 s
'CE N St
Roger Blair P.E.
Caiman Engineering Inc.
Caiman Engineering Firm No. F-15209
July 20, 2015
To whom it may concern:
Subject: Ironridge Rail and Attachment Evaluation and Certification
The above referenced products were evaluated current codes referenced below. The evaluation
references Starling Madison Lofquist Structural Engineering Report dated December 18, 2014
(report attached). The report contains tables for all roof zones, wind speeds, wind exposures,
snow loads and roof slopes. These tables shall be used for each specific site location and roof
conditions to determine the maximum span of the rail and therefore the spacing of the
attachments. The tables have spans for wind speeds between 100 mph and 170 mph.
Additionally, the original report has tables for a maximum module length of 67.5" as well as
another series of tables for maximum module length of 78.5" For simplicity, only the tables for
maximum module length of 67.5" has been included with this letter.
Following are the components covered under this evaluation:
• XR10 rail
• F1ashFoot anchor for composition shingle roof with slotted L -feet
• Standoffs attachments for the roof and tilt mount with slotted L -feet
• Tilt legs for tilt mount system
Cut sheets for the components are attached to this letter.
Analysis criteria were based on the following:
• Code requirements of the International Building Code, 2006 Edition (IBC).
• Loads developed by using ASCE 07-10 Minimum Design Loads for Buildings and Other
Structures.
• Wind design procedure based on section 30.5, Method 2 - Part 2 Components and
Cladding - Low Rise Buildings (Simplified)
• Maximum wind design speed 170 mph
• Maximum ground snow load 90 psf
• Mean height of building 30ft.
• Risk Category I
• Provide 2" clearance between the roof and the rail
• End cantilever span (max) = 0.40 x maximum span for tables
• No rail splices in end spans
• No rail splices in the middle 1/3 of the interior spans
• Single simple span(s). Spans listed in the tables may be increased by 8% for continuous
rails of 3 or more spans.
• For slopes greater than 45°, the 28° to 45° roof slope tables may be used.
The rail runs perpendicular to the long edge of the solar modules, with two (2) rails per module at
support points recommended by the module manufacturer.
Ironridge Rail and Attachment Evaluation and Certification
Caiman Engineering
Page 2
July 20, 2015
If you have any questions, please don't hesitate to call me at 530-478-9500.
Sincerely,
�".tiNNN
( ROGER L. GLAIR
f..................................
116564
YSIQNAI.
Roger Blair P.E.
Caiman Engineering Inc.
Caiman Engineering Firm No. F-15209
SNL
IronRidge
1495 Zephyr Ave
Hayward, CA 94544
Starling Madison Lofquist, Inc.
ft it c t u r .t 1 <t n d 1" o r o n s r t I n g; n v e P,
5224 South 39th Street, Phoenix, Arizona 85040
tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com
Attn: Mr. David F. Taggart, Vice President Products
December 18, 2014
Page 1 of 20
Subject: IronRidge XR10 Rail, Roof Flush Mounting System— Structural Analysis
Dear Sir:
We have analyzed the IronRidge XR10 Rail for the subject solar module support system and
determined that, for the configurations and criteria described below, it is in compliance with the
applicable sections of the following Reference Documents:
Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures
International Building Code 2012 Edition
Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV
Modules, dated Effective November 1, 2012 by ICC -ES
Aluminum Design Manual, 2010 Edition
The IronRidge XR10 Rail is an extruded aluminum section with an overall depth of 1.75 in. and a net
area of 0.363 sq.in. The rails are used to support solar modules, typically, on the roof of a building.
See Exhibit A — attached. The rails are clamped to aluminum angle brackets that are either attached
directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are
mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The
installed solar modules are at the same slope as the underlying roof structure.
All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of
the rails. The maximum span of the rails is governed by either the mid -span flexural stresses or the
deflection requirement that the rail not come into contact with the roof.
The effect of seismic loads (for all design categories A -F) have been determined to be less than the
effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable
spans for common load cases are shown in the tables below. Tables 1A -9A are for modules with a
maximum long dimension of 67.5 inches and Tables IB -9B are for modules with a maximum long
dimension of 78.5 inches.
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
IronRidge December 18, 2014
Mr. David F. Taggart Page 2 of 20
IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis
Table 1A - MAXIMUM SPACES (in) - Roof Slope 0' to 6° - Wind Zone 1 (67.5"
Max Module Length)
R10
Rail
Wind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
psf
30
psf
40
psf
50
psf
60
psf
70
psf
80
90
psf
100 1
81
69
58
54
49
44
40
37
35
33
105
81
69
58
54
49
44
40
37
35
33
110
81
69
58
54
49
44
40
37
35
33
120
81
69
58
54
49
44
40
37
35
33
Category
130
76
69
58
54
49
44
40
37
35
33
[3
140
70
69
58
54
49
44
40
37
35
33
150
65
65
58
54
49
44
40
37
35
33
160
61
61
58
54
49
44
40
37
35
33
170
57
57
57
54
49
44
40
37
35
33
100
81
69
58
54
49
44
40
37
35
33
105
79
69
58
54
49
44
40
37
35
33
110
76
69
58
54
49
44
40
37
35
33
120
69
69
58
54
49
44
40
37
35
33
Category
130
64
64
58
54
49
44
40
37
35
33
C
140
59
59
58
54
49
44
40
37
35
33
150
55
55
55
54
49
44
40
37
35
33
160
51
51
51
51
49
44
40
37
35
33
170
48
48
48
48
48
44
40
37
35
33
100
76
69
58
54
49
44
40
37
35
33
105
73
69
58
54
49
44
40
37
35
33
110
69
69
58
54
49
44
40
37
35
33
120
63
63
58
54
49
44
40
37
35
33
Category
130
58
58
58
54
49
44
40
37
35
33
140
54
54
54
54
49
44
40
1 37
35
33
150
50
50
50
50
49
44
40
37
35
33
160
47
47
47
47
47
44
40
37
35
33
170
44
44
44
44
44
44
40
37
35
33
Notes — see page 20
/V I r't
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
-2-
IronRidge
Mr. David F. Taggart
IronRidge XR10 Rail, Roof Flush Mounting System - Structural Analysis
December 18, 2014
Page 3 of 20
Table 2A ® MAXIMUM SPANS (in) - Roof Slope 0° to
6° ® Wind Zone 2 (67.5'°
Max Module Length)
XR10
Pail
Wind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
sf
30
sf
40
sf
5060
sf
sf
70
sf
80
sf
90
sf
100
73
69
58
54
49
44
40
37
35
33
105
70
69
58
54
49
44
40
37
35
33
110
66
66
58
54
49
44
40
37
35
33
Category
120
61
61
58
54
49
44
40
37
35
33
B
130
56
56
56
54
49
44
40
37
35
33
140
52
52
52
52
49
44
40
37
35
33
150
48
48
48
48
48
44
40
37
35
33
160 45 45 45 45 45 44 40 37 35
33
170
43
43
43
43
43
43
40
37
35
33
100
62
62
58
54
49
44
40
37
35
33
105 59 59 58 54 49 44 40 37 35
33
Category
C
110
56
56
56
54
49
44
40
37
35
33
120 51 51 51 51 49 44 40 37 35
33
130 47 47 47 47 47 44 40 37 35
33
140 44 44 44 44 44 44 40 37 35
33
150
41
41
41
41
41
41
40
37
35
33
160
38
38
38
38
38
38
38
37
35
33
170 1
36
36
36
36
36
36
36
36
35
33
100
56
56
56
54
49
44
40
37
35
33
105
54
54
54
54
49
44
40
37 1
35
33
110
51
51
51
51
49
44
40
37
35
33
Category
120
47
47
47
47
47
44
40
37
35
33
D
130
43
43
43
43
43
43
40
37
35
33
140
40
40
40
40
40
40
40
37
35
33
150
37
37
37
37
37
37
37
37 1
35
33
160
35
35
35
35
35
35
35
35
35
33
170
33 1
33
33
33
33
33
33
33 1
33
33
Notes — see page 20
ti / N-
Starling
Madison Lofquist, Inc.
-3-
Consulting Structural and Forensic Engineers
IronR.idge December 18, 2014
Mr. David F. Taggart Page 4 of 20
IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis
Table 3A- MAXIMUM PANS (in) -Roof Slope 0° to 6'- Wind Torte 3 (67.5"
Max Module Length)
X10
Bail
Wind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
psf
30
psf
40
psf
50
psf
60
psf
70
psf
80
psf
90
psf
100
58
58
58
54
49
44
40
37
35
33
105
56
56
56
54
49
44
40
37
35
33
110
53 53
53 53 49 44 40 37 35
33
120
48
48
48
48
48
44
40
37
35
33
Category
130
45
45
45
45
45
44
40
37
35
33
B
140
41
41
41
41
41
41
40
37
35
33
150
39
39
39
39
39
39
39
37
35
33
160
36
36
36
36
36
36
36
36
35
33
170
34 34
34 34 34 34 34 34 34
33
100
49
49
49
49
49
44
40
37
35
33
105
47
47
47
47
47
44
40
37
35
33
110
45
45
45
45
45
44
40
37
35
33
120
41
41
41
41
41
41
40
37
35
33
Category
130
38
38
38
38
38
38
38
37
35
33
C
140
35
35
35
35
35
35
35
35
35
33
150
32
32
32
32
32
32
32
32
32
32
160
30
30
30
30
30
30
30
30
30
30
170
28
28
28
28
28
28 1
28
28
28
28
100
45
45
45
45
45
44
40
37
35
33
105
43
43
43
43
43
43
40
37
35
33
110
41
41
41
41
41
41
40
37
35
33
120
37
37
37
37
37
37
37
37
35
33
Category
130
34
34
34
34
34
34
34
34
34
33
140
32
32
32
32
32
32
32
32
32
32
150
30
30
30
30
30
30
30
30
30
30
160
28
28
28
28
28
28
28
28
28
28
170
26
26
26
26
26
26
26
26
26
26
Notes — see page 20
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
-4-
IronRidge
Mr. David F. Taggart
IronRidge XRl0 Rail, Roof Flush Mounting System - Structural Analysis
December 18, 2014
Page 5 of 20
Mable 4A w MAXIMUM SPANS (in) - Roof Slope 7* to
270 a Wind Zonae 1 (67,5"
Max Module Length)
R10
Rail
Wind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
Psf
30
psf
40
psf
50
psf
60
psf
70
psf
80
psf
90
psf
100
75
65
55
49
43
39
35
33
31
29
105
75
65
55
49
43
39
35
33
31
29
Category
110
75
65
55
49
43
39
35
33
1 31
29
120 75 65 55 49 43 39 35 33 31
29
B
130
75
65
55
49
43
39
35
33
31
29
140
71
65
55
49
43
39
35
33
31
29
150
66
65
55
49
43
39
35
33
31
29
160
62
62
54
48
43
39
35
33
31
29
170
59
59
53
47
43
39
35
33 1
31
29
100
75
65
55
49
43
39
35
33
31
29
105 75 65 55 49 43 39 35 33 31
29
110
75
65
55
49
43
39
35
33
31
29
120 70 65 55 49 43 39 35 33 31
29
Category
C
130
65
64
54 1
48
43
39
35
33 1
31
29
140
60
60
53
48
43
1 39
35
33 1
31
29
150
56
56
52
47
43
1 39
35
33
31
29
160 53 53 51 46 42 39 35 33 31
29
170 50 50 50 45 41 38 35 33 31
29
100
75
65
55
49
43
39
35
33
31
29
105
73
65
55
49
43
39
35
33
31
29
110
70
65
55
49
43
1 39
35
33
31
29
Category
D
120
64
64
54
48
43
39
35
33
31
29
130 60 60 53 47 43 39 35 33 31
29
140
55
55
52
46
42
39
35
33
31
29
150 52 52 50 46 42 39 35 33 31
29
160
49
49
49
45
41
38
35
33
31
29
170
46 1
46
46
44
40
37 1
35
33
31 1
29
Notes — see page 20
Starling Madison Lofquist, Inc.
-5-
Consulting Structural and Forensic Engineers
IronRidge December 18, 2014
Mr. David F. Taggart Page 6 of 20
IronRidge XR10 Rail, Roof Flush Mounting System - Structural Analysis
Table 5A - MAXIMUM SPANS (in) - Roof Slope 7° to
27° - Mind Zone 2 (67,5°'
Max Module length)
x10
Rail
Wind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
psf
30
psf
40
psf
50
psf
60
psf
70
psf
80
psf
90
psf
100
72
65
55
49
43
39
35
33
31
29
105
69
65
55
49
43
39
35
33
31
29
66
65
55
49
43
39
35
33
31
29
Category
60
60
55
49
43
39
35
33
31
29
F120
56 56 55 49 43 39 35 33 31
29
B
52
52
52
49
43
39
35
33
31
29
150
49
49
49
49
43
39
35
33
31
29
160
46
46
46
46
43
39
35
33
31
29
170
43
43
43
43
43
39
35
33
31
29
100
61
61
55
49
43
39
35
33
31
29
105
58
58
55
49
43
39
35
33
31
29
110
56
56
55
49
43
39
35
33
31
29
120
51
51
51
49
43
39
35
33
31
29
Category
130
48
48
48
48
43
39
35
33
31
29
C
140
44
44
44
44
43
39
35
33
31
29
150
41
41
41
41
41
39
35
33
31
29
160
39
39
39
39
39
39
35
33
31
29
170
36
36
36
36
36
36
35
33
31
29---
100
56
56
55
49
43
39
35
33
31
29
105
54
54
54
49
43
39
35
33
31
29
110
52
52
52
49
43
39
35
33
31
29
120
47
47
47
47
43
39
35
33
31
29
Category
30
44
44
44
44
43
39
35
33
1
3r1140
29
41
41
41
41
41
39
35
33
31
29
50
38
38
38
38
38
38
35
33
31
29
60
36
36
36
36
36
36
35
33
31
29
170
1 33
33
j 33
33
33
33
33
33
31
29
Notes — see page 20
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
-6-
IronRidge December 18, 2014
Mr. David F. Taggart Page 7 of 20
IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis
Table 6A 4 MA�MUM
SPANS (in) - Roof Slope 7° to 27'- Wind Zone 3 (67.5"
Max Module Length)
ail
ind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
PSf
30
sf
40
psf
50
Psf
60
Psf
70
sf
80
psf
90
psf
100
59
59
55
49
43
39
35
33
31
29
105
56
56
55
49
43
39
35
33
31
29
110
54
54
54
49
43
39
35
33
31
29
Category
120
49
49
49
49
43
39
35
33
31
29
B
130
46
46
46
46
43
39
35
33
31
29
140
42
42
42
42
42
39
35
33
31
29
150 40 40 40 40 40 39 35 33 31
29
160 37 37 37 37 37 37 35 33 31
29
170
35
35
35
35
35
35
35
33
31
29
100
50
50
50
49
43
39
35
33
31
29
105
48
48
48
48
43
39
35
33
31
29
110 45 45 45 45 43 39 35 33 31
29
120
42
42
42
42
42
39
35
33
31
29
Category
C
130
39
39
39
39
39
39
35
33
31
29
140 36 36 36 36 36 36 35 33 31
29
150
33
33
33
33
33
33
33
33
31
29
160
31
31
31
31
31
31
31
31
31
29
170
29
29
29
29
29
29
29
29
29
29
100
46
46
46
46
43
39
35
33
31
29
105 44 44 44 44 43 39 35 1 33 31
29
110
42
42
42
42
42
39
35
33
31
29
120
38
38
38
38
38
38
35
33
31
29
Category
D
130
35
35
35
35
35
35
35
33
31
29
140 33 33 33 33 33 33 33 33 31
29
150
31
31
31
31
31
31
31
31
31
29
160 29 29 29 29 29 29 29 29 29
29
170
1 27
27
27
27
1 27
1 27 1
27
27
27 1
27
Notes — see page 20
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
-7-
IronRidge
Mr. David F. Taggart
IronRidge XR10 Rail, Roof Flush Mounting System - Structural Analysis
December 18, 2014
Page 8 of 20
Table 7A - MAXIMUM SPANS (in) - Roof Slope 8° to 45w - Wind Zone 1 (67,5°'
Max Module Length)
R10
Rail
Wind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
psf
30
psf
40
psf
50
psf
60
Psf
70
psf
80
psf
90
psf
100 1
72
66
57
51
45
41
38
35
33
31
105
72
66
57
51
45
41
38
35
33
31
110
71
65
57
50
45
41
38
35
33
31
120
67
63
55
49
45
41
38
35
33
31
Category
130
64
61
54
48
44
41
38
35
33
31
B
140
61
59
52
47
43
40
38
35
33
31
150
58
57
51
46
43
40
37
35
33
31
160
55
55
49
45
42
39
37
35
33
31
170
53
53
48
44
41
38
36
34
33
31
100
68
63
55
50
45
41
38
35
33
31
105
66
62
54
49
45
41
38
35
33
31
110
64
61
54
48
44
41
38
35
33
31
120
60
58
52
47
43
40
38
35
33
31
Category
130
57
56
50
46
42
39
37
35
33
31
C
140
54
54
48
44
41
39
37
35
33
31
150
51
51
47
43
40
38
36
34
33
31
160
48
48
45
42
39
37
35
33
32
31
170
46
46
44
41
38
36
34
33
31
30
100
64
61
54
48
44
41
38
35
33
31
105
62
60
53
48
44
41
38
35
33
31
110
60
58
52
47
43
40
38
35
33
31
120
56
56
50
46
42
39
37
35
33
31
Category
130
53
53
48
44
41
39
36
35
33
31
140
50
50
46
43
40
38
36
34
32
31
150
47
47
45
41
39
37
35
33
32
31
160
45
45
43
40
38
36
34
33
31
30
170
43
43
41
39
37
35
3332___
31
29
Notes — see page 20
Starling Madison Lofquist, Inc.
-8-
N / h
Consulting Structural and Forensic Engineers
IronRidge
Mr. David F. Taggart
IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis
December 18, 2014
Page 9 of 20
Table 8 - A l Cd SPS (in) ® Roof Slope 28° to 45° p Wind Zone 2 (67.5"
Max Module Length)
Rail
°Wind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
sf
30
sf
40
psf
1 50
psf
60
psf
70
psf
80
PSf
90
sf
100
72
66
57
51
45
41
38
35
33
31
105
72
66
57
51
45
41
38
35
33
31
110
71
65
57
50
45
41
38
35
33
31
120
67
63
55
49
45
41
38
35
33
31
Category
B
130
64
61
54
48
44
41
38
35
33
31
140 60 59 52 47 43 40 38 35 33
31
150
56
56
51
46
43
40
37
35
33
31
160
53
53
49
45
42
39
37
35
33
31
170
50
50
48
44
41
38
36
34
33
31
100
68
63
55
50
45
41
38
35
33
31
105
66
62
54
49
45
41
38
35
33
31
110 64 61 54 48 44 41 38 35 33
31
120
59
58
52
47
43
40
38
35
33
31
Category
C
130 1
55
55
50
46
42
1 39
37
35
33
31
140
51
51
48
44
41
39
37
35
33
31
150
48
48
47
43
40
38
36
34
33
31
160
45
45
45
42
39
37
35
33
32
31
170
43
43
43
41
38
36
34
33
31
30
100
64
61
54
48
44
41
38
35
33
31
105 62 60 53 48 44 41 38 35 33
31
110 59 58 52 47 43 40 38 35 33
31
120
55
55
50
46
42
39
37
35
33
31
Category
D
130
51
51
48
44
41
39
36
35
33
31
140
47
47
46
43
40
38
36
34
32
31
150
44
44
44
41
39
37
35
33
32
31
160
42
42
42
40
38
36
34
33
31
30
170 1
39
39 1
39
39
37
35
33
32 1
31 1
29
Notes — see page 20
Starling Madison Lofquist, Inc.
-9-
Consulting Structural and Forensic Engineers
IronRidge
Mr. David F. Taggart
IronRidge XR10 Rail, Roof Flush Mounting System - Structural Analysis
December 18, 2014
Page 10 of 20
Table 9 - MAXIMUM SPANS (in) - Roof Slope 28° to 45'- Wind Zona 3 (67.5'° Max Module Length)
XRIO
Rail
Wind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
sf
30
psf
40
psf
50
psf
60
psf
70
psf
80
psf
90
psf
100 1
72
66
57
51
45
41
38
35
33
31
105
72
66
57
51
45
41
38
35
33
31
110
71
65
57
50
45
41
38
35
33
31
120
67
63
55
49
45
41
38
35
33
31
Category
130
64
61
54
48
44
41
38
35
33
31
140
60
59
52
47
43
40
38
35
33
31
150
56
56
51
46
43
40
37
35
33
31
160
53
53
49
45
42
39
37
35
33
31
170
50
50
48
44
41
1 38
36
34
33
31
100
68
63
55
50
45
41
38
35
33
31
105
66
62
54
49
45
41
38
35
33
31
110
64
61
54
48
44
41
38
35
33
31
120
59
58
52
47
43
40
38
35
33
31
Category
130
55
55
50
46
42
39
37
35
33
31
C
140
51
51
48
44
41
39
37
35
33
31
150
48
48
47
43
40
38
36
34
33
31
160
45
45
45
42
39
37
35
33
32
31
170
43
43
43
41
38
36
34
33
31
30
100
64
61
54
48
44
41
38
35
33
31
105
62
60
53
48
44
41
38
35
33
31
110
59
58
52
47
43
40
38
35
33
31
120
55
55
50
46
42
39
37
35
33
31
Category
130
51
51
48
44
41
39
36
35
33
31
140
47
47
46
43
40
38
36
34
32
31
150
44
44
44
41
39
37
35
33
32
31
160
42
42
42
40
38
36
34
33
31
30
170
1 39
39
1 39
1 39
1 37
35
33
32
31
29
Notes — see page 20
Starling Madison Lofquist, Inc.
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The Enphase Energy Microinverter
System improves energy harvest,
increases reliability, and dramatically
simplifies design, installation and
management of solar power systems.
The Enphase System includes the
microinverter, the Envoy Communications
Gatewayrm, and Enlighten(, Enphase's
monitoring and analysis software.
- Maximum energy production
PRODUCTIVE - Resilient to dust, debris and shading
- Performance monitoring per module
- System availability greater
RELIABLE than99.8%
- No single point of system failure
- Quick and simple design, installation
SMART[ and management
- 24/7 monitoring and analysis
- Low voltage DC
SAFE - Reduced fire risk
OMWI215 MICROINVERTER TECHNICAL DATA
Recommended input power (STC)
190 - 270W
Maximum input DC voltage
45V
Peak power tracking voltage
22V - 36V
Operating range
16V - 36V
I Min./Max. start voltage
22W45V
Max. DC short circuit current
15A
Max. input current
10.5A
M
Maximum output power
215W 21 SW
Nominal output current
1.OA (arms at nominal duration) 0.9A (arms at nominal duration)
Nominal voltage/range
208W183 -229V 240V/211 -264V
Extended voltage/range
208W179 -232V 240V/206 -269V
Nominal frequency/range
60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz
Extended frequency range
60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz
Power Factor
>0.95 >0.95
Maximum units per 20A branch circuit
25 (three phase) 17 (single phase)
Maximum output fault current
1.05 Arms, over 3 cycles; 25.2 Apeak, 1.74ms duration
CEC weighted efficiency
96.0%
Peak inverter efficiency
96.3%
Static MPPT efficiency (weighted, reference EN50530) 99.6%
Dynamic MPPT efficiency (fast irradiation changes,
reference EN50530) 993%
1 Nighttime power consumption
46mW
Ambient temperature range
-40°C to + 65°C
Operating temperature range (internal)
-40°C to + 85°C
Dimensions (WxHxD)
17.3 cm x 16.4 cm x 2.5 cm (6.8" x 6.45" x 1,0")*
Weight
1.6 kg (3.5 lbs)
i Cooling
Natural convection - No fans
Enclosure environmental rating
Outdoor - NEMA 6 without mounting bracket
fm,—
I a,—,, MIN
U—'
Compatibility
Pairs with most 60 -cell PV modules
Communication
Power line
Warranty
Monitoring
25 -year limited warranty
Free lifetime monitoring via Enlighten software
Compliance
UL1741/IEEE1547, FCC Part 15 Class B
CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1 -01
Enphase Energy, Inc.
1420 N. McDowell Boulevard
Petaluma, CA 94954
P:877-797-4743
info@enphaseer)ergy.com
httlo://www.enphasc,,.corri
142-00010, Rev 04b
0 2012 Enphase Energy. All rights reserved.
The new Q.PRO BFR -G3 is the reliable evergreen for all applications, with a black frame design for improved
aesthetics. The third module generation from Q CELLS has been optimised across the board: improved output yield,
higher operating reliability and durability, quicker installation and more intelligent design.
INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT -INCREASING GLASS TECHNOLOGY
• Maximum yields with excellent low -light and • Reduction of light reflection by 50%, plus long -
temperature behaviour. term corrosion resistance due to high-quality
• Certified fully resistant to level 5 salt fog Sol -Gel roller coating« processing,
ENDURING HIGH PERFORMANCE LIGHTWEIGHT QUALITY FRAME
• Long-term Yield Security to • Stability at wind loads of up to 5400 Pa with a
Anti PID Technology', Hot -Spot Protect, module weight of just 19 kg due to slim frame
and Traceable Quality Tra.QTm. design with high-tech alloy.
• Long-term stability due to VDE Quality Tested —
the strictest test program. MAXIMUM COST REDUCTIONS
• Up to 31 % lower logistics costs due to higher mo -
SAFE ELECTRONICS dule capacity per box.
• Protection against short circuits and
thermally induced power losses due to breathable EXTENDED WARRANTIES
t' b d Id d k •
Iuncion ox an we ca. ca es. Investment security due to 12 -year product warranty
• Increased flexibility due to MC4-intermateable and 25 -year linear performance warranty2.
connectors.
APT test conditions: Cells at -1000 V against grounded, with conductive metal foil covered module surface, 25 °C, 168 h
2 See data sheet on rear for further information.
1t�yt fsas
OCCLLS
Best polycrystalline
solar module 2013
Q.PRO-42 235
151 mnduleetMed
t
� �► .�D, tt,, 1l t „ ,., � �,Y1,.,4 t t�.t . ..,h,. .
(includingFormat 65.7in x 39.4 in x 1.38 in
frame) 701
38.6'(900)
(1670 mm x 1000 mm x 35 mm)
Weight
41.89 Ib (19.0 kg)
Front Cover
0.13 in (3.2 mm) thermally pre -stressed glass with anti -reflection
Peetluet label
technology
Back Cover
Composite film
>}
Frame
Black anodized aluminum
Cell
6 x 10 polycrystalline solar cells
Junction box
Protection class IP67, with bypass diodes
Cable
4 mm2 Solar cable; (+) 47.64 in (1210 mm),
38.6'(900)
ba holes
00..1)T1- (4.5) frame
Peetluet label
64- (t210)
>}
�---�47
M
� conleith�n_
,orctmn w%
9x mountiry slots a %Dralruge holes
DEfAII A
2
m
a
(-) 47.64 in (1210 mm) 1.36'(357 DEi A l o.b3'0.)
-r 5.91'(150)
Connector SOLARLOK PV4, IP68 o_7W(yo,.Tj � 2o.315'(e)
PERFORMANCE AT STANDARD TEST CONDITIONS (STC: 1000 W/m2, 25'C, AM 1.5 G SPECTRUM)'
NOMINAL POWER (+5 W/-0 W) [W] 245 250 255 260
Average Power PMPP [W] 247.5 252.5 257.5 262.5
Short Circuit Current ISE [A] 8.52 8.71 8.90 9.09
Open Circuit Voltage Voc M 37.15 37.49 37.83 38.18
Current at PMPP IMPP [A] 8.05 8.21 8.37 8.53
Voltage at PMPP VMPP M 30.75 30.76 30.77 30.78
Efficiency (Nominal Power) q [%] 14.7 >_15.0 >_15.3 >_15.6
PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE (NOCT: 800 W/m2, 45:0 °C. AM 1.5 G SPECTRUM)2
NOMINAL POWER (+5 W/ -O W) [W] 245 250 255 260
Average Power PMPP [W] 182.4 186.0 189.7 193.4
Short Circuit Current (0c [A] 6.87 7.03 7.18 7.33
Open Circuit Voltage Voc M 34.36 34.68 34.99 35.31
Current at PMPP IMPP [A] 6.32 6.44 6.56 6.68
Voltage at PMPP VMPP M 28.86 28.89 28.92 28.94
Measurement tolerances STC: :0% (PMPP); t 10% 0_ Vim, IMPP, VMPP) Measurement tolerances NOCT: ±5% (PMPP); t 10% 0_ V_ IMPP VMPP)
Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE
o -
100
.._
97 - At least 97% of nominal power during first
5 ---
_w -- year. Thereafter max. 0.6% degradation
_ 6.P a�M��,bedb
per year.
---------- At Fast 92 % of nominal power after u
10 ears -85
a At least 83 % of nominal power after -
( eo ttyu atltl p 25 years.
1Y 1 1111 1 1 11 BO
coo 7W 6
I
75 1�1 iZ 11At 1, t 11 t1 tY" W S
Zoo ao 900 500 oa 90o fOW
z All data within measurement tolerances.
Full warranties in accordance with the IRR s ANN IWt4i"".
0 5 10 is 20 25 warranty terms of the Q CELLS sales organi-
sation of your respective country. The typical change in module efficiency at an irradiance of 200 W/m2 in relation to 1000 W/m2
(both at 25 aC and AM 1.5 G spectrum) is -2% (relative),
FolC E Modules per 40' container 728
DVE
Ufi,ty class ll c us
NOTES: Metric units are definitive. Installation instructions must be followed. See the installation and operating manual or contact technical service for further information on approved installation and use of this product.
Hanwha Q CELLS USA Corp.
8001 Irvine Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL +1 949 748 5996 1 FAX +1949 748 5984 1 EMAIL q-cells-usa@q-cells.com I WEB www.q-ceils.us