18C-127 (9) 86 BLACKBERRY LN BP-2020-0618
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 18C- 127 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-2020-0618
Proiect# JS-2020-001041
Est.Cost: $46178.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sq.ft.): 19384.20 Owner: SULLIVAN NEIL
Zoning: URB(100)/ Applicant.- NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT. 86 BLACKBERRY LN
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 () Liability
HATFIELDMA01038 ISSUED ON.1111312019 0:00:00
TO PERFORM THE FOLLOWING WORK.-ROOF MOUNTED SOLAR; 41 PANELS 15.17 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 11/13/2019 0:00:00 $75.00
212 Main Street, Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
5ULU VR A
- Departmen-use
City of North Bmpt4R __C_E/�/ stags of Perrr:
Building Departmipnt #dura cu-�:ln Away Pe �
212 Main,6tregt NOV Se, er,se t,_Avallabilry
Room/100 2 2019 ter ,l, n 4.vadabdrl _
Northampto MA 060 T _set �f Stni=t_-a Plans
phone 413.587-124 Fax1 - P trSit- Plans ,
r,
,nr?TyA^,nr.��N.��✓tgpEC TA vier ec-'ji --
APPLICATIION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEM SH A ONE
nnOR TWO' FAMILY DWELLING__J
SECTION 1 -SITE INFORMATION /'-0 G '(!l
1.1 Proosrty Address_ This section ID be complsMd by offles
86 Blackberry Ln Map Lot Unit
Northampton MA 01060 Zone Overlay District
Elm SL District CB District
SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT
2.1 Owner af Record: 86 Blackberry Ln
Neil Sullivan Northampton MA 01060
VarrA I Pnnt1 cUrrerx hlailn,Address'
413-727-2065
T elephore
S�nafUn:+
2.2 Authorized Agent:
No t Sk ar 136 Elm St. Hatfield, MA 01038
Vane(Pnntl Curren;Malin,ACdre85'
4 11.A IL )1A
413-247-6045
sogreiture Tdnphara
R_IM-12SMMUCTM C,
Item Estimated Cost(Dollars}to be Official Use Only
comoeted by permit apocant
1. Building (a)Building Permit Fee
2. Electrical (b)Estimated Total Goat of
Construction tram ti
3. Plumbing Building Permit Fee
4. Mechanical(HVAC} �—TG
5. Fire Probechon
00
6. Total =f 1 *2 *3 *4 * 5) 46 178 Check Number /
This Sections For Official Use OinhE
Date
Building Permit Number: Issued:
Signature:
W"M WLen9rgmcsor al Buidngs Data
Section 4. ZO%I%G Al Information Must Be Completed, Permit Can de Denied Due To Incomplete infomnatton
Exi3ti:ng Proposed Required by Zoning
Thn;"Jumn to be fillod in by
6uildng Deparmeor.
L,)i Size
Fronm= -- - -
Setbacks Front
Side L: R: L R.
Rear
Building Height
Bldg. Square Footage %
Open Space Footage
(Loi arca minus bilk A pa.cd
in
#of Parkinit Spaces _-
Fill:
volume g Cocat m —
A. Has a Special Permit/Variance/Finding ever been Issued for/on the site?
IVO DONT KNOW W YES 0
IF YES, date issued:
IF Y_5: Was the iermit recorded at the Registry of Deeds?
"C C) DON'T KNOW YES
IF YES: enter Book Page Dcc�-niu-t K
B. Cvac i the site con tai--: a brook, body of water or wetlands? NO 12, DON—i KhOW YES
IF YES, has i xcrrni: L.Lc-- u• need to be obtained from the Conservation Commission?
Needs to be obtained Obtained Date Issued:
C. Do any signs exist on the property? YES No
IF YES, describe size, type and location:
d. Arc there any proposed charges to or additions of signs intended for the property? YES 0 NO E)
IF YES, describe size, type and location:
E. 4Vlll the ccnstruch.n actnity risturb(ci ng,grading, ca,.,Ehcn.or filling)over 1 acre or is it part of a oommon plan
that will dls-:,*o ver I acre? YES ♦ No
IF YES,then a Northampton Storm Water Management Perrrit from the DPW is required-
SEC160141 S-DESCRIPTION OF PROPOSED WORK(check all applicablel
New House Addition ❑ Replaceme^t Wi^dows Alteratlonfsl Roofing
Dr DGor5
Accessory Bldg. Demolition ❑ New Signs .1 1) Decks 1::� Siding 10) Other' l
Brief Desmptbn of P-goosed Install 41 solar panels on Roof
Work:
Alteraton of existing bedroom Yes No Adding new bedroom Yes vo
Attached Narrative Renovating unfinished bas=,hent Yes __No
Pana Attached Roll -Sheet
6a. If New house and or audition to existing housing, Gamplete the following:
a. Use of building : One Farr, y f =an-, y Other
b. Number of rooms in each family unit: Number of Bathroom____
c. Is there a garage attached?
d. Proc used Square footage of new construction_ D+mens►ons
e. Number of stories?
f. Method of heating? =+replaces or ti''._xsstoves Numberof each
g. Energy Conservation Carroiance. btassc_:K Energy Compliance farm attached?
r. Type of construction
Is construction wdhin 100 ft.of wetlands? Yes _ No. Is eonstruetice within 100 yr. fk>odplain Yes Vo
N Deptr• of basement of cellar 5c or below finished grade
It Will budding conform to the Building and Zoning regulations? Yes No.
1. Septic Ta^,� City Sewer Private well City water Supply
SECTION?a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWMERS ACEV OR CONTRACTOR APPLIES FOR BUILDI%G PERMIT
1 Neil Sullivan as CMner of the sublect
property
hereby authorize Northeast Solar
tD e n my half,in II a..thcnze: =Y this building permt application.
I. Gregory Garrison/Northeast Solar as OwnedAuthonzed
Agent hereby declare that the statements and rformation on the fcri:-;iang application are true and accurate,to the beet of my knowledge
and belief_
Signed under the pains and penalties of perjury.
Grecki GarrAft
Print Nan*
Sqnsure or 0d% —
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Sullg fylsor: Not Applicable ❑
Phillip 13aunsgard
Name of License Haider: 05106113
License Number
41 Heath Rd Colrain, Ma 01340 6/7/21
g =xpiralia,ones -----
Vzo
413-247-6045
i, 2ua
NlWhon5000,
9. Registered Home Imarcvement Contractor: Not Applicable ❑
Northeast Solar 169641
Company Name - - — - Registration Number
136 E_-r. St. Hatfield, Ma 01039 7/13/2021
?.ccress Expiration Date
Telephone413-247-6045
SECTIO!10-WORKERS' COOAPENSATION 1'4SURANCE AFFIDAVIT (M.G.L c.152.§2W46))
Workers Compensation Insurance affidewt must be corrc"eted and submitted with this application. Failure to provide this effidavtit will res,.ii
in the denial of the issuance of the building ermt
Signed Affidavit Attached Yes.......M No..... 0
11. - Home Owner Exemifflon
The current exemption for"homeowners'wgs extended to include Owncr-occupied DwclUn¢s of one(1) or two(2)families
and to allow such homcowncr to engage an individual for hire who does wt Niscis a license,prodded that the owner 2M
as supervisor. CNIR 7M Sixth Edidan_Section 1083.5 L
Deflnition of Homeo»ner: Peron ;:s i who own a parcel of]anti on which bcf9he resides or intends to reside,on whi•_h
is,or is intcnded to he, a one or two family dwelling,attached or detached sauctures accessory to such use and or farm
snvctures. A person who constructs more than one home in a two-year period shaLL not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,.m a form acceptable to the Building Official,that he,she shall b e
tE>ponsib-le for all such work performed under the bulldi.nc Permit.
As acting Construcdon Supen-Lwr your preseocc on the job site*iii be required from time to time,diving and upon
completion of the work for which this permit is issued
Also be adv-iscd that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liab::ity of Employers to
Employees for injuries not resulting in Death)of the Massachusm General Laws Annotated,You mai be IiabLe for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsffi ity fad compliance with the State Building Codc,City of
Northampton Ordinanecs„State and Local Zoning Laws and Static of Massachusetts Gemnal Laws Annotated.
Homeowner Signature_
City of Northampton 212 Main Street, Northampton, MA 01060
Solid Waste Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as a
condition of the building permit all debris resulting from the construction
activity governed by this Building Permit shall be disposed of in a properly
licensed solid waste disposal facility, as defined by MGL c 111 , S 150A.
Address of the work: ?5L :2 0wzl L�' Ln
The debris will be transported by: NQS z 4 c/tuA� pd,6-ro cILL4��
The debris will be received by: hIES JU Qp d bu (,LSA-- LA��k � Reojclln r1j
Building permit number:
Name of Permit Applicant : rlpA4�UDL� S:2-LA
a
Date S'7
i ture o ermit Ap scant
Zhe Cammonweah*of Massachusetts
Departnaent of Industrial Accidents
Office of Investigations
9 1 Congress,Sovet, Suite 100
Boston, MA 02114-2017
"ww.mass.gov/dia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Name: Northeast Solar
Address:136 Elm St.
City/State/Zip:Hatfield,Ma 01038 Phone #:413-247-6045
Areyouan employer?Checkthe appropriate box: Business Type(required):
1. Z] I am a employer with 17 employees(full and/ 5. ❑Retail
or parttime).* 6. ❑RestaurantBar/EatingEstablishment
2.0 I am a sole proprietor or partnership and have no 7. []Office and/or Sales(incl. real estate, auto, etc.)
employees working farm a in any capacity.
[No workers' comp.insurance required] $ []Non-profit
3.❑ We are a c orp or ation and its offi c ers have ex er cise d 9. ❑Entertainment
their right of ex emptionper c. 152,§1(4), and we have 10.❑Manufacturing
no employees. [No workers'comp. insurance required]*
4.[] We are a non-pr ofit or ganiz ati on, staff e d by volunte ers,
11.❑Healthcare
with no employees.[No workers' camp. insurance req.] 12.0 Other
*Any applicarrtthar checks box A mut also fill out the sectianbelow sluvirg their woikers'cornpensationpohcyirformation
**If the corporate officeas have exempted therwelves,but the corporation has other employees,aworkers'carapensafionpohcyis required and such an
organization shculd check box#1.
I am an employer that is providing workers'compensal ovn insurance for my employees. Below is the policy information.
Insurance CompanyName:Gotham Insurance Company
Insurer's Address: 86 Blackberry Ln
City/StaWzip: Northampton MA 01060
Policy# or Self-ins.Lic.- #WC201900019843 Expiration Date: 7/8/2020
Attach a copy of the w orkers'comp ensatio n p o licy declaratio n p age(showing the p olicy number and exp iratio n d ate).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of aSTOP WORK ORDER and afine
of up to$250.00 a day against the violator. B e advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
Ido hereby certify,an r hoe pains and perjury that the information provided above is trate and correct.
Siature: Dat . 9/3/2019
Phone#:4 47-6045
Official use only. Do not write in tlkis area,to be completed by city or town official
City or Town: Permit/License #
Issuing Authority(circle one):
1.Board of Health 2.Budding Department 3. City/Town Clerk 4.Licensing Board 5. Selectmen's Office
6.Other
Contact Person: Phone#:
www.rrw s govldia
70 41t
.•s` ` ,, ,." * % Main electric , ► + ' ' . . •;.Y��
Alpanel in '
t basement
Utility meter and utility
accessible solar AC -�► Via- - i .,, . «.
J• 4.. � �'t it •
disconnect on exterior wall
1 x SolarEdge
SE10000H-US '� �t� ., `- ,. ,z .'G�fry.� . � • �°
a string inverter on 40
exterior wall
�a +'
sir R. !' •/�` M/y'
•K
Roof mounted
solar array with
41x LG modules
IL
Neil Sullivan
86 Blackberry Ln
Northampton, Ma 01060 ► Northeast
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: November 7, 2019
To: Justin Annis
Northeast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Neil Sullivan, 86 Blackberry Ln,Northampton, MA: Structural assessment of existing house and
garage roofs to support proposed solar arrays.
I have investigated the roof framing in the areas of the proposed PV solar panel installations. The 2-
story, 28'x 40' colonial style house and attached garage were constructed in 1966. 26 PV solar panels
are to be installed on the front southwest facing roof of the house and 15 solar panels on the front
southwest facing roof of the garage. The house roof is framed with 2x6 rafters installed 16"on-center,
spanning 13'-6"with a 5/12 roof slope. 2x6 ceiling joists are attached to the bottom of the rafters and
prevent the roof from spreading. The 2 V 23', 1-story garage and the 14'x 21' entry/laundry room
attached to the northeast garage wall has a gable roof with the ridge parallel and centered under the
house ridge. The garage southwest roof is framed with 2x6 rafters installed at 16"on-center, spanning
19' with a 5/12 roof slope. A site-built truss has been constructed with a 2x4 diagonal brace
perpendicular to the rafter and attached to the bottom of the rafters with 1 x4 gussets on both sides of the
rafter. The 2x4 brace is located approximately 11' from the southwest wall and secured to the side of the
2x6 ceiling joistibottom chord. A longer 2x4 diagonal brace is attached to the side of the ceiling joists at
the same location as the other brace and extends up and is secured to the side of the northeast rafters
above the kneewall framed over the garage wall below. The roofing is composite asphalt shingles.
The house 2x6 rafters have too long a span to support the proposed solar panels and meet the current
building code requirements. The house southwest rafters supporting the solar panels need to be
reinforced by installing vertical 2x4 bracing located 2'-6" in from the exterior wall to reduce the span of
the rafters. Attach the 2x4s to the side of the rafters with 3 —2'/2"TimberLok, or equivalent structural
screws, and toe screw the bottom of the 2x4s directly to the top of the 2x6 ceiling joists or to a 2x4 plate
that h attached to the top of the ceiling joists.
I have reviewed the mounting details for the proposed array. Based on my calculations and a PV solar
panel unit weight of 40f lbs, with the attachment points of the array placed at a maximum of 4' on
center and staggered to minimize the load to any one rafter, the reinforced house roof framing, as
outlined above and the garage roof are adequate to support the proposed PV solar arrays and the snow
and wind load requirements of the current MA State Building Code.
Please contact me if you have any questions or need additional information.
Sincerely, H of k4,yV ti
Vo DAVID A. G
VREELAND m
David Vreeland, PE 0 CIVIL
Vreeland Design Associates No.46317
116 River Road, Leyden, MA 01337 A9o�9�Q/STEP�A�F�'Q Phone: (413) 624-0126
Email: dvreeland@verizon.net FSSI0 LEND Fax: (413) 624-3282
EVALUATION REPORT
Report Numbfn 0245
Originally Issued: 09/2012
Valid Through: 09/2013
Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION
Section: 06060—Connections and Fasteners
3.1 General Descrlpdon
REPORT HOLDER:
EZ Roof Mount L-Foot Kit consists of 5 basic
SunModo Corporation components:(1)shoe assembly with captive waterproof
1905 SE los'St,Suite A washer, (2)lag bolt to fasten through the shingles to the
Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row of
shingles above the shoe and then over the shoe, (4) L-
EVALUATION SUBJECT Foot that is placed over the protruding shoe threads
and (5) 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
1.0 EVALUATION SCOPE: 3.2 Materials
EZ Roof Mount is fabricated from aluminum. Shoe
1.1 Compliance with the following codes: assembly is fabricated using costing aluminum alloy
with dimensions of 2.80 inches in diameter and 1.00
• 2009 International Building Code® inches in height. it is held in place using one 5/16 inch
• 2009 International Residential Code► diameter lag bolt that is 4 inch in length and made of
• 2006 International Building Code® stainless steel. Flashing is fabricated from sheet
• 2006 International Residential Code® aluminum with dimensions of 10.0 inches in width, 12.5
inches in length and 0.04 inches In thickness.
1.2 Evaluated in accordance with:
L foot is a 2.00 inch long unequal leg angle made from
• Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in
Miscellaneous Connectors (IAPMO ES EC002- 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-ES AC286),Approved April 2010 located in the center of the base leg. One slot
measuring 1.64 inch long by 0.40 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 scallop 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
satellite dishes on asphalt shingle roofs with wood Tabulated allowable loads shown in Table 1 of this
rafters underneath. report are based on allowable stress design (ASD).
Adjustments to these values are required for wet
EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated
installation of solar panels for electric or hot water temperatures, use with fire retardant lumber or with
production on roofs with slopes from 3 to 12 units lumber whose specific gravity is less than 0.55
vertical in 12 units horizontal. (Southem Pine). Allowable values based on fastener
strength may be adjusted for duration of loading. See
footnotes of Table 1 for more detailed explanation.
Page 1 of 4
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EVALUATION REPORT
Report Number: 0248
Origlnally Issued: 09/2012
Vaud Through: 0912013
4.21nstallation Rain test data and thickness of aluminum flashing
is in EZ Roof Mount must be installed using the 5/16 inch forbmitted Roof Flashing four Pipee etrationnsst(ICC-ESIeriAC
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_ Lag screw must penetrate into the roof 25.
rafter a minimum of 2 % inches. Prior to installation,the
roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with
clearance hole for the unthreaded and shank portions ISO/IEC 17025,
of the lag screw as required in Section 11.1.3 of the
NDS -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 , the modenumber,
Use of auxiliary holes in the Shoe other than the use of iAPMO Uniform ES manufacturer Marksof Conformity, and his
an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248).
installation is outside the scope of this report.
Flashing should be Installed full under the shingle up to
the raised portion of the flashing to prevent water
ingress under the shingle. No portion of the flashing P MQ UE
S
should be bent upward; the flashing must rest fully E S
against the roof shingles. Otherwise the water and wind
Performance may be impaired.
5.0 CONDITIONS OF USE IAPMO#0248
EZ Roof Mount L-Foot Kit for Shingle Roofs described
in this report complies with the costes listed in Section
1.0 of this report subject to the following conditions:
5.1 EZ Roof Mount shall be installed In accordance with
this report, manufacturer's installation instructions and
the codes 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 shall be
submitted to the code official when requested.
Calculations shall be prepared by a registered design
Professional when required by the statues of the
jurisdiction where the work is constructed.
i
6.0 EVIDENCE SUBMITTED
Testing and analysis data submitted is in conformance
with Evaluation Criteria for Joist Hangers and
Miscellaneous Connectors OAPMO ES EC 002-2011).
Page 2 of 4
EVALUATION REPORT
Report Number: 0248 F
Originally Issued: 09/2012
Valid Through: 0912013
TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)',2A4.5
Load Direction Ultimate Load Test Load at Test Load at Calculated
(see figure below) Test Value 0,250 inch 0.125 inch Fastener/Metal Avowable
F.S.-3.0 deflection deflection Stren h Design Load
Uplift(Withdrawal) 715 I,800 695 340 340
Lateral 260 240 130 153 130
Notes
i. AIlowable load values are based on the least value from the ultimate load of three tests(strength limit),tested
load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood
with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector.
2. Allowable load values are based on lumber with all of the following characteristics:
a. Located in dry service conditions where the moisture content does not exceed 19°6 for an extended period
Of time such as in most covered structures.
jb. Located where it does not experience sustained exposure to elevated temperatures that exceed 100"F.
For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(C.
and/or C,)in accordance with the National Design Specification for Wood Construction(NDS-05).
3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal).
4. Allowable load values for withdrawal are based on a minimum penetration of 2'fz inches into the roof rafter
by one 5116 inch x 4 inch long stainless steel lag screw,
5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05.
Uplift
Lateral
Page 3 of 4
EVALUATION REPORT
Report Number: 0Y48
Originally Issued: 09/2012
Valid Through: 091'2013
TABLE 2:MATERIAL PROPERTIES
Com nest Material
Shoe Aluminum alloy ANSt/AA A380.0
Wat f Washer EPDM with 4-------.rafing of 60
L Bolt 304 stainless steel AS A 240
L-foot Aluminum alloy 6063-T6 ASTM 3221
Hex Ca Aluminum alto ANSUAA A380.0
Flasltin Aluminum alloy 1060 ASTM B209
EZ ROOF MOUNT COMPONENTS
Figure!:Shoe Assembly Figure 4:Hex Cap
sem, f.
Figure 2:Lag Bolt Figure 5:Flashing
Figure 3:L-foot
Page 4 of 4
EVALUATION REPORT '
.4,.
Report plumber: 0248
Orfghtally Issued: 0812012
Valid Through-- 0912013
TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)'"•4^
Loud Direction Ultimate Load Test Load at Test Load at Calculated
(see figure below) Test Value 0.250 inch 0.125 inch Fastener/Metal Allowable
F.S.-3.0 deflection deflection Stren th Design Load
Uplift{Withdrawal) 715 1,800 695 340 340
Lateral 260 240 130 153 130
Notes
I. Allowable load values are based on the least value from the ultimate bad of three tests(strength limit),tested
load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood
with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector.
2. Allowable load values are based on lumber with all of the following characteristics:
a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period
Of time such as in most covered structures.
b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F.
For any otter conditions,allowable table values shall be multiplied by the related adjustment factor(s){G„
and/or C,)in accordance with the National Design Speciftcatiort for Wood Construction(NDS-05).
3. Allowable load values are based on lumber with a specific gravity,of 0.55(Southern Pine or equal).
4. Allowable load values for withdrawal are based on a minimum penetration of 2!4 inches into the roof rafter
by one 5/16 inch x 4 inch long stainless steel lag screw.
5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05.
Lateral
cct�i n
i
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f L-Foot
Secllon-Flush Mount-Flat Roof IronRidge Rao Ffg
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LG NeON®R
LG370QlC-V5
General Data Electrical Properties(STC*)
Cell Properties(Material/Type) Monocrystalline/N-type Model LG370QIC-VS
Cell Maker LG Maximum Power(Pmax) [VV] 370
Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) [V] 37.0
Module Dimensions(L x W x H) 1,700mm x 1,016mm x 40mm MPP Current(hnpp) [A] 10.01
Weight 17.5 kg Open Circuit Voltage(Voc,25%) [V] 42.8
Glass(Thickness/Material) 2.8mm/Tempered Glass with AR Coating Short Grcoit Current(Iv,i,5%) [A] 10.82
Backsheet(Color) White _ Module Efficiency [%] 21A
Frame(Material) Anodized Aluminium Power Tolerance [%] 0-+3
Junction Box(Protection Degree) IP68 with 3 Bypass Diodes •STC(Standard Test Condlnon)-..Irradiance 1000 W/m',Cell temperature 25•C,AM 1.5
Cables(Length) 1,000mm x 2EA
Connector(Type/Maker) MC 4/MC Operating Conditions
Operating Temperature [°C] -40-+90
Certifications and Warranty Maximum System Voltage [V] 1,000
IEC 61215-1/-1-1/2:2016,IEC 61730-12:2016, Maximum Series Fuse Rating [A] 20
UL 1703 Mechanical Test Load(Front) [Pa/psf] 5,400/113
Certifications ISO 9001,ISO 14001,ISO 50001 Mechanical Test toad(Rear) [Pa/psf] 4,000/83.5
ONSAS 18001 Test Load-Design x Safery Factor(1.5)
Salt Mist Corrosion rest IEC 61701:2012 Severity 6
Ammonia Corrosion Test IEC 62716:2013 Packaging Configuration
Module Fire Performance Type Number of Modules per Pallet [EA] 25
Fire Rating CIasC(UL79O) Number of Modules per 40ft HQ Container [EA] 650
Produa Warranty 25Yeas Packaging Box Dimensions(Lx W x H) [mm] 1,750x1,120x 1,221
Output Warranty of Pmax Unear Warranty* Packaging Bae Gross Weight [kg] 473
•1)1 st year 98%, 2)After 1 st years 0.3%annual degradation,3)25 years908%
Dimensions(mm/inch)
Temperature Characteristics
NMOT• [°C] 44,31
Pmax [%/°C] -0.30 1016.0/40.0
Voc [%/°C] -0.24 r976.0/Ms ,
Isc [%PC] 0.037 li a9�orroiesn.�c. ^.^^••
175.0/6.9 40.0/1.57
`NMOT(Nominal Module Operating Temperature)'Irradiance 800 W/m2,Ambient temperature 20°C, 6rwnd ng r10 1 ee
Wind speed 1 m/s,Spectrum AM 1.5
Mounting Ibles-
n fln.
Electrical Properties(N MOT)
Model LG37OQ1C-V5
Maximum Power(Pmax) [W] 279
MPP Voltage(Vmpp) [V] 36.9
m"o
MPP Current(Impp) LA] 7.55 q =
me
Open Circuit Voltage(Voc) [V] 40-3IF oJm P P
o mu
-,P ma
Short Circuit Current(Isc) [A] 8.71 °o U,�,
N i �g
°oj 8i ox
IN Curves -C -g -
12
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0.0 10.0 20.0 30.0 40.0
VarweM
® LG Electronics Inc. Product specifications are :"
subject to change without notice. � ❑�
LG 0Business Division LG370Q1C-V5_US
2 _VerOl.pdf
2000 i
0 Millbrook Ori - 'iC�tf4
Lincolnshire,IL 60069
Life's Good www.Ig-solaccom ®2019 LG Electronics All rights reserved.
LG3700IC-VS.indd 2 3/28/19 6:23 PM