16B-060 (6) 9 HAYWARD RD BP-2017-0341
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 16B-060 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2017-0341
Project# JS-2017-000559
Est. Cost:$34007.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(su.ft.): 15333.12 Owner: KRIEBEL GEORGE W JR
Zoning:URB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 9 HAYWARD RD
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 () Liability
HATFIELDMA01038 ISSUED ON:9/14/2016 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL 27 SOLAR PANELS ON RESIDENCE
8.505 KW
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House# Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy signature:
FeeType: Date Paid: Amount:
Building 9/14/2016 0:00:00 $75.00
212 Main Street,Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
File if BP-2017-0341
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0
PROPERTY LOCATION 9 HAYWARD RD
MAP 1613 PARCEL 060 001 ZONE URB(1001/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT �A
Fee Paid CICtt7Y) g a 7610
Building Permit Filled out
Fee Paid
Typeof Construction: INSTALL 27 SOLAR PANELS ON RESIDENCE 8.505 KW
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 106113
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION, PRESENTED:
'
��nproved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
/ lit. Ilay
tit
Signature of:ink!) g I tial 'r Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of
Planning&Development for more information.
i,
C'<` / Department use only
• , ��\6 City of Northampton Status of Permit:
\'b , Building Department Curb Cuuodveway Permit
212 Main Street Sewer/Septic Availability
Room 100 Water/Weil Availability
eVNorthampton, MA 01060 Two Sets of Structural Plans
oa° phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans
Other Specify _
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 •SITE INFORMATION
1.1 Property Address: This section to be completed by office
Map Lot Unit
9 Hayward Rd, Florence Ma 01062
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
George Kriebel 9 Hayward Rd, Florence Ma 01062
Name(Print) — j1 Current Melling Address 413-$82-7017
f
Signature
2.2 Authorized Agent;
Northeast Solar 136 Elm St, Hatfield Ma 01038
Name(Print) / Current Mailing Address:
�' e17 413-247-6045
Signature Telephone _
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building (a)Building Permit Fee
2. Electrical (h) Estimated Total Cost of
Construction from(6)
3. Plumbing i Building Permit Fee
4 Mechanical(HVAC)
5. Fire Protection J�
6. Total=(1 + 2+ 3+4 +5) 34,007 Check Number 730 �7(__
This Section For Official Use Only
Building Permit Number: at Date
Signature:
Building Commissioner/Inspector of Buildings Date
Section 4. ZONING AR Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Ocpanment
Lot Size
Frontage -,
Setbacks Front
Side L: R: L: :
Rear
Building Height
Bldg.Square Footage °In
Open Space Footage %
(Lot-arca minae bldg&paved
parking/
#of Parking Spaces
Fm: -
(volume Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DONT KNOW Cys/ YES O
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DONT KNOW Q YES a
IF YES: enter Book Page `, and/or Document g
B. Does the site contain a brook, body of water or wetlands? NO ® DON'T KNOW a YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained 0 , Date Issued:
C. Do any signs exist on the property? YES O NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading,excavation, or filling)over I acre or is it part of a common plan
that will disturb over I acre? YES Q NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteratlon(s) ❑ Roofing 0
Or Doors D
Accessory Bldg. ❑ I Demolition 0 New Signs jD) Decks (D Siding(0) Other DII
•
WorBriek:D
of Proposed Install 27 solar electric panels on residence
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
6a.If New house and or addition to existing housing, complete the following:
a. Use of building: One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached?
d. Proposed Square footage of new construction. Dimensions _
e. Number of stories?
f Method of heating? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
I. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? Yes No
I. Septic Tank City Sewer Private well City water Supply
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
George Kriebel _ as Owner of the subject
property
Northeast Solar
hereby authorize _
to act on my behalf, in all matters relativ- to w,k. thorized by this building permit application.
/L . . - 617-°116 ,a
Signa Ire of Owner Date
Northeast Solar , as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains end penalties of perjury.
Ann Bronner
Print Name
� h 6/7/2016
Signature of Owner/Agent Date ^ — _
SECTION 8-CONSTRUCTION SERVICES
8.i Licensed Construction Supervisor: Not Applicable ❑
Phillip Baunsgard 05206113
Name of License Holder- ....__._.. �..._.._
License Number
41 Heath Rd Colrain, Ma 01340 6/7/17
Ad .. Expiration Cate — —
ate.� �l >> 413-24;-6G45
re elephone
9.Registered Home Improvement Contractor Not Applicable ❑
Northeast Solar 169641
Company Name Registration Number
136 Elm St . Hatf ' e d, Ma 01038 7/14/17
Address - Expiration Date
Telephone 413-24 7-6045
SECTION 10.WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes X7 No 0
11. - Home Owner Exemption
The current exemption for homeowners'was extended to include Owner-occupied Dwellings of one(1) or two(2) families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780, Sixth Edition Section 108.3,5.1,
Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached stmctures accessory to such use and/or farm
structures.A Person who constructs more titan one home in a two-year period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be
rapensihie for all such work Performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts Genera!Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: September 7,2016
To: Ann Bronner
NorthEast Solar
136 Elm Street
Hatfield,MA 01038
From: David Vreeland,P.E.
Vreeland Design Associates
Re: George Kriebel, MA: Structural assessment of house and garage roofs to support proposed
solar arrays.
Today, I conducted a site visit and investigated the existing roof framing in the areas of the
proposed PV solar panel installations. The 1-story rambling ranch style house with a 2-bay
attached garage was constructed in 1949.22 solar panels are to be installed on the main south roof
of the house and 5 panels on the south garage roof. The main house rafters arc 2x6 (1-5/8"x 5-
5/8")douglas—fir with a grade No. I stamp, installed at 18"on-center, spanning 10'-6"with a roof
pitch of 8/12. 2x6 ceiling joists,installed at the same spacing as the rafters, are attached to the
rafters at the top of the exterior walls and prevent the roof from spreading. The roof framing of the
21'long x 23' deep 2-bay attached garage is made up of a 14' wide gable roof running 21' east-
west and a 21' wide gable by 9' deep on the north side of the 14' gable. A site built 2x6 girder
truss,approximately 5'tall, mining east-west forms the ridge of the 14' wide gable and supports
the garage's south rafters and the valleys and jack rafters on the north side of'the girder truss. The
south rafters supporting the 5 solar panels are 2x6 douglas-fir installed at 18" on-center,spanning
6'-8", with a roof pitch of 8/12. The roofing on both the house and garage are asphalt shingles.
I have reviewed the mounting details for the proposed array. Based on my calculations and on a
PV panel unit weight of 38± lbs,with the attachment points of the array placed at a maximum of
4'-6"on center and staggered to minimize the load to any one rafter, the existing roof framing is
adequate to support the proposed AV arrays on both the house and garage roofs and the snow load
requirements of the current MA State Building Code.
Please contact me if you have any questions or need additional information.
Sincerely, ttxsNOEts ,
nAVln A. tG
4 VREEtANp y .
.L) a...ra VA , Gil.......-� t o CIVIL y
No.4eat7
David Vreeland, PE `b"'PepP >
Vreeland Design Associates FALssr� ENs"`
116 Rive- Road, Leyden, MA 01337 Phone: (413) 6240126
Email: dvreeland@verizon.net Fax: (413)624-3282
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212 Main Street Whill
Northampton.MA 01060
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EVALUATION REPORT ua
Report Numbest
00240
Originally Issued: 09!2012
Valid Through: 09/2013
Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION
Section: 06060—Connections and Fasteners
3.1 General Description
REPORT HOLDER:
EZ Roof Mount L-Foot Kit consists of 5 basic
SunModo Corporation components:(I)shoe assembly with captive wateup;cot
1905 SE 6"'St,Suite A washer, (2)lag bolt to fasten through the shingles to the
Vancouver,WA 98661 toot rafter, (3) flashing that is paced under the row of
shingles above the shoe and then over the shoe, {4)I.-
EVALUATION SUBJECT Foot that is placed over the protruding shoe threads
and (b) hex cap that is secured on to the shoe. See
SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2.
Roofs
3.2 Materials
1.0 EVALUATION SCOPE:
EC Roof Mount is fabricated from aluminum- Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy
with dimensions of 2.80 inches in diameter ane 1.CO
* 2009 InternaUonai Building Codes inches in height- it is he'd'n place using one 5116 inch
• 2009 International Residential Codes diameter lag bolt that is 4 inch in length and made of
• 200E International Building Codes stainless steel. Flashing is fabricated from sheet
• 2006 international Residential Code® aluminum with dimensions of 100 inches in width. 12.5
inches in length and 0.04 Inches in thickness.
1.2 Evaluated in accordance with:
L foot is a 8.00 inch long unequal leg anal°made from
• Evaluation Criteria for Joist Hangers end 6063-T6 aluminum with dknensions of 3.00 inches in
Miscellaneous Connectors (IAPMO ES E0002- depth. 2.00 inches in width and 0.24 inches in
2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole
• Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is
Penetrations{ICC-ESAC286).Approved April 2010 located in the center of the base leg. One slot
measuring 1.64 inch long by 040 inch wide occurs in
1,3 Properties Evaluated: the center and is located 0.30 inches from the top edge
of the vertical leg, which has a =flop front and rear
• Structural face. See Table 2 for component material properties
• Weather Protection and figures.
2,0 USES 4.0 DESIGN AND INSTALLATION
EZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design
mount solar systems and other rooftop devices such as
Tabulated a0rwable loads shown in Table 1 of Ihis
satellite dishes on asphalt shingle roofs with wood
rafters underneath- report are based on allowable floss design (ASD),
Adjustments to those values are required for wet
service conditions, sustained exposure to elevated
( E7 Reef Mount is specifically designed to be used for temperatures, use with fire retardant lumbar or with
'nslailation of solar pflnels for electric or hot water lumber whose specific drawly is less than 0.55
ororthction on roofs with slopes from 3 to 12 units
velrtical m 12 units horizontal. (Southern Pine). Allowable values based en fastener
strength may be adjusted for duration of loading. See
footnotes of Table 1 for more detailed explanation
Page 1 e14 ((/�/o'^,'ar•�l�,y.,,
tm wm.,, ,m v.M ro.,t,.r.e a
,�.• LTIF.SYis,. t,m,f..uaaz:r so- w r a.,,,e . , m. _..e.
o-c ams p i m<e.ur+n�wux�,mw emcee,aim os n.xeN—�u. �.j,ter
EVALUATION REPORT
Report Number. 0248 ^'
Originally Issued: 09/2012
Vend Through: ogt20i3
4.2 Installation Rain test data and thickness of aluminum rash rig
submitted is in conformance with Acceptance Criteria
EZ Roof Mount must be installed using the 5/15 inch for Roof Hashing for Pipe Penetrations (ICC-ES AC
diameter stainless steel lag screw at each bracket 286-2008), Rain test conformed to Underwriters
location as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section
instructions. tag screw must penetrate into the root 75.
t rafter a minimum of 2 K inches. Prior to installation,the
5roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with
is clearance hole for the unthreaded and shank portions 15008C-17025
`' of the rag screw as required in Section 11.1.3 of the
NOS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION
inserted into its lead hole by turning with a wrench and
not driving by a hammer. A die-stamp label in the flashing bearing the name and
address of the manufacturer. the Hansel number,
t• Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES Marks of Conformity, and this
an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248).
installation is outside the scope of this raped
Plashing should be instead full under the shingle up to 18 o U
• the raised portion of the flashing to prevent water MO s
ingress under the shingle No portion of the fleshing
• should be bent upward; the bashing must rest fully ES
against the roof shingles, Otherwise the water end wind TM
performance may be impaired_ IAPMO k0248
5.0 CONDITIONS OF USE
E2 Roof Mount L-Foot Kit for Shingle Roofs described
in this report complies with the codes listed in Section
1 0 of this report subject to the following conditions:
SA EZ Roof Mount shall be installed in accordance with
his report, manufacturer', installation instructions and
the cedes Listed in Section 1,1-
5.2 Calculations to verify the imposed loads on the EZ
Roof Mount assembly do not exceed the allowable
loads contained in Table 1 of this report shag be
submitted ;o the code official when requested.
Calculations shah be prepared by a reoistered design
professional when required by the statues of the
jurisdiction where the work is constructed.
6.0 EVIDENCE SUBMITTED
Testing and analysts data submitted is in conformance
with Evaluation Criteria for Joist Hangers end
Miscellaneous Connectors(IAPMO ES EC 002-2011),
Page 2 of 4
EVALUATION REPORT
Report Number: 0248 -
Originally Issued: 0912012
Valid Through: 09/2013
TABLE 1: ALLOWABLE LOADS FOR El ROOF MOUNT 14%1)01'KIT(ibs.)t'r''4$
Load Direction Load Test Load at Teat Load at Calculated Atuwahle
see figure below) Test Value 0.250 Inch 0.114 etch Fastener/Metal
( F.S.x 3.0 deflection deflection Strength Design Load
Upiifl(Wthdrewni) 715 1,800 695 340 340
latera{ 200 240 1y0 Si1130
Notes
I. Al nwabie load values aro based on the least value train the ultimate load of three tests(strength limit).tested
load at 0 125 inch deflection(deflection limn),calculated fastener capacity(withdrawal or lateral)for wood
with a speeilic gravity of 0.55(Southern Pine)or ailawz le stens of the aluminum 7-(not connector.
t 2 Allowable load values are based on lumber with all of the following characteristics:
a. I.aeared i4 dry service conditions 4 here the moisture content does not exceed 19%far an extended period
o!?inre such as in most covered structures,
b. Ltreated where it dues not experience sustained exposure to elevated temperatures that exceed 100"1.
Pur any other conditions,allowable table values shall be tmdtlpiied by the related adjnsnnrit factor(ss)(L,
and/or C,)in accordance with the National Design Specification for Wood Construction.(FIDS-05).
Allowable load values arc based on lumber with a specific gravity of t).55(Southern Pine or equal)
i 4 Aldowablc load valuesfor tvtlhdrawal are based on a niipimpm penetration of 2 54 inches.into th rent r ftcr
by one 5116 inch x 4 inch Iona stainless steel lag screw.
5. Allowable values may nut be increased for load duration in accordance with Seaton 123,2 of the NOS-OS.
Uplift
Lateral
Page 3 of 4
EVALUATION REPORT
Number: 00
� :.
Report Number:
Originally Issued! 09(2012
Valid Through: 0912013
TABLE 2:MATERIAL PROPERTIES
I Com intent Malarial .--.
Shoe Ai mmum Iby 1NMAA A1300
Water roof Washer EPOM with duaanclet ratingo 60
La Bot 304 stainless steel ASTM�4 740
Lbor Alumimmm&I y601/316ASIMB 21
Hex Cape._._ I Aluminum alloy ANS AA A3140 C�--
k flashing ._..___ j Aluminum alIoy 1060 AMN .120a
EZ ROOF MOUNT COMPONENTS
Padre I.Shoe Assembly t
Figure 4:I e%Cap
lT31
Figure 2.Lag Boll
Figure 5r!gashing
1 > ' h
Figure 3:L-Cool
Page 4 of 4
EVALUATION REPORT
• Report Number: 0248 '
Originally Issued: 082012
Valid Through: 0812013
TABLE I: ALLOWAIUS..LOADS FOR E7,ROOF MOUNT L-FOOT KIT(Iln.)ums
Ultimate Load Test load at it est Laud at Calculated
Load DirectionAllowable
'Fest Value 0.250 Inch OWZS inch Fastener/Plata(
(see figure below) ( Design Load
F.S.=3.0 deflection deflection Strength
b'plilt(Withdrawal) 715 1,200 695 340 340
Latent 280 240 130 151 130
NOles
t. Ahem-aide load values arc based on the least value from the old load o1'three tests(strength limit).tested
toad at 0.i 25 inch deflection(deflection Inn it),calculated fastener capacity(withdrawal or lateral)for wood
with a spec,`ic gravity of 0.5$(Southern Pint)or allowable»ties of Me ahmninum L-foot connector.
2. Allowable h;aA valves are based on lumber with ail of the following characteristics:
a. Located in dry service conditions where the moisture a:nicnt dues not escvcd Mb for an extended period
of time such as in most coveredstructures.
b. Located where it does not experiencesustained csposurs to elevated temperatures that exceed )er F.
For any other conditions,allowable table value%shall be multiplied by the related adjustment facto$)(C„
and/or Cr)In accordance with the National Design Specification fur Wood Construction(NDS-05).
Allowable load values arc based on lumber with a specif is gravity of 0,55(So it hem Pine or equal).
4. Allowable load values for withdrawal are based on a minimum penetration of 2'G inches into the roof rafter
by one 5116 inch a.4 inch long stainless steel lag screw.
6. Allowable values may not be increased for load duration in accordance with Section 0.4 2 oft e NUS-05.
ii
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LGNeONz LG315N1C-G4
Mechanical Properties Electrical Properties(STC*)
Cells 6.710 Module Type 31SW
Cell Vendor LG MPP Voltage(Vmpp) 33
CellType Mon rymone/N-typo MPP Current(Impp) 550
Cell Dimensions 15675 x 156/5 rrm/S inches Open Circuit Voltage(Voc) 405
•of eusbar T2(Ma Wire susbar)• Short Circuit Current(Is() m0:
Dimensions(L x W x H) '640 x'000 x 40 mm Module Efficiency(%) 152
64 S7 x 3937 x''.57 inch Operating Temperature(°C) 40-'90
Front Load 5000 Ps. 18 psf• Maximum System Voltage(V) 1000
Rear Load 5400 Pa/113 psf • Maximum Series Fuse Pawns(A) 2J
Weight 170±0554/3748±-1 t Power Tolerance(%) 0-.3
Connector Type PA MC4 Compatible_IP67
Junction Box IP67ntb 38ypass Diodes
Length ofcables 75.1000mm/2x 39371n5l
Glass Higf ThansmissiosT pre.Glad
Frame A100 re)Amm rim -- Electrical Properties(NOCT*)
Certifications and Warranty Module Type 315
Maximum Power(Pmax) 'e30
Certifications !EC 612'5 IEC 61730-1/] MPP Voltage(Vmpp) 304
IEC 67716(Ammonia Test) MPP Current(Impp) 758
n
Voltage
IE06g`(snit Mist n
Corrosn lestl Open e�a V°lago ryop 376
150 9001 ShortCircuit cn.rem Osc)
UL 170303
Module Fire Performance(USA) Type 2(JL 1703)
Fire Rating(for CANADA) sass:0.LC/09D Cl/03) Dimensions(mm/in)
Product Warranty 2 year. •
MN
Output Wy ofPmax unear narranty*•
1 C
Temperature Characteristics =
d
NO6x / )
PmPP 038%PNOR ._ CJ/ -
v. -0 28%/°C -- .... .._,
Esc003 W C —_..._r
�.....-
Characteristic Curves —
.m ,�, •
_.�..-- l
III
m rte., ..._�_. - �__
dam
mow
.
I
r
..„11111ymullllll�l �1011
!i�iiuu9� lllllllllll1ll1l�11111Illl!I HII�rIli I�II����ll�
® LGi in n 50 Pa 0
Irina °oo„if^...N 3.632
Cm is u5L S570 5 LeFle n.rn, ma �
a„ forABetter C ii: