16B-060 (9) 9 HAYWARD RD BP-2020-0679
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-2020-0679
Prosect# JS-2020-001154
Est.Cost: $12053.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sg. ft.): 15333.12 Owner: ADAMS BRIAN
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.11/25/2019 0:00:00
TO PERFORM THE FOLLOWING WORK-8 SOALR PANELS ON ROOF - 7.56KW
POST THIS CARD SO IT 1S 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 11/25/2019 0:00:00 $75.00
212 Main Street, Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
SO 0-L
enf Use L^ y
�`- r..�--� City of Northampton Sta-.s of Fear;:
-� ` ' p-� ilding Department Curt cu_�:)ri�,�e'.,,ay Fe—ti
E/ V E U 212 Main Street Seoier'Seoh: vailabilcy_
Room 100 A ater'9'lell Avadabih-y
' NOV 2 5 No hampton, MA 01060 'v._Sets of Stru=t Flans_
20�r'ftion 41 587-1240 Fax 413-587'-1272 P OUSita Flans
nFPT of Other Soec'
RTH ' PFC I _J
Ibhb� lNS RUCT,ALTER, REPAIR, RE40VATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Addmee: This section to be competed by office
9 Hayward Rd Map Lot OhO Unit
Florence MA 01062 Zai Ovariay District
Elm St.Diable CB DisbW
SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT
2.1 Owner of Record: 9 Hayward Rd
Bria Adams Florence MA 01062
Na a(Pnn Curren Maiinr,Address'
413-586-3063
Tglraphpr�
2.2 Authorized&Anr 11A
rthe lar 136 Elm St, Hatfield, MA 01038
Varra(Pn _ Currerr,Llaiinr,Address'
413-247-6045
Siomiure Telephore
SEC=3-mnmA)z�mumti rma
Item Estimated Cast(Dollars)to be Official Use Only
co elect by permit apiNicant
1. Building (a)Building Pernilt Fee
2. Electrical (b)Estimated Total Cost of
Construction kim
3. Plumbing Building Permit Fee J§9
4. Mechanical(HVAC) 4 -76-
S.
Fire ProtectIon
6. Total = 1 +2+3+4 +5 $12,053 Chw*Number - / // 7
This Section Fpr Off cisl Use Onhr
Building Permit Number: 4 P- aZ 7/ Data
Issued_
Slgnawm:
f3uidtrMp Commrealbr►erMr+evesior of Sul dirty Date
SECTION S-DESCRIPTION OF PROPOSED WORK(check all■ ealblerrl
New House Addition ❑ Replacement Windows Alteration{s} ❑ Rooflng ❑
Or Doors ED
Accessory Bldg. ® Demolition ❑ New Signs (tom) Decks IES Siding ID) Other(,q
Bnef Description of Proposed Install 8 solar panels on Roof
Work:
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes _No
Plans Attached Rall -Sheet
Ra.IIf Now If oLm irid or adcOm to eOLIWrw housirlim a Aleft" nn:
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_ Drmensrons
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
�. Is construction within 100 ft.of wetlands? Yes No. Is construction within 1 DD yr. floodplain Yes No
i. Depth of basement of cel lar 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 Ta-OWNER AUTHOR17ATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I Brian Adams as Owner of the subiect
property
hereby authors Northeast Solar
to act o my behalf, ell maprs relative to work authorized by this building permit application.
si wure ar W Dile
I, Gregory Garrison/Northeast Solar as Ownen'Authonzed
Agent hereby declare that the statements and information on the fore going epplicaticn are true and accurate.to the best of my knowledge
and belief_
Signed under the pains and penalties of perjury.
Gre Garro
Print h&rme
-11 VIAA"'AL
Signarum of Orber Dada
SECTION 8 -CONSTRUCTION SERVICES
B.1 L censed Construction Suggrvlaor: Not Applicab e ❑
Phillip Baunsgard CS106113
Name of Licer�s H�l�cr
--_n.e 14urrbN
41 Heath Rd Colrain, Ma 01340 6/7/21
7 ExpirBGon Oat40'r ---- --- --
04
413 -247-6045
a re T a
S.Reuistered Home Improveanent Contractor. Not Applicable ❑
Northeast Solar 1E3641
Comoenv Name Registrat or Number
136 Elm St. Hatfield, Ma 01039 7/13/2021
Address
Telephone 413-247-6045
SECTION 14-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.O.1_.x-152,§2SC(6))
Workers Compensation Ins,rancie affidavit must be oon-0eted and submitted with this applicaticrt. Failure to provide this affidavit will result
in the dental of the,ssuance of e^e building errant
Signed Affidavit Attached Yes..... . JC1 Nc . . . ❑
11. - Rome Owner Exemption
The current exemption for"homcowncrs'was extended to include Owner-occupied DwcUlni s tone i i;
and to allowsuch homeowner to engage an[ndividual for hire who docs no:pos5es:s a license,pros ided that the owner acts
as suparrizer.CNI R 7110, Stith Edition Sectigmtt18.3.5,.1,
Defln[tion of Homeowner: Peron :'s i who own a parcel of land on which hcfshe resides or intends to reside,on which there
is,or is intended to be,a one or rvo :artily dwelling,attached ar detached sw ctures accessory to such use andl or far:
structures. A person who constructs more than one home in a two-year period shall not be cons[dered a homeowner.
Such"hon-,�ou nc_" ih II subr.A x,the Building Official,on a farm acceptable:o th,c Building Official,that hc;shc shall be
responsible for alt such work Performed under the budd[oa permit.
As aL'ting Construction SuFenls�oi your presence an the job site will he requraod from titre to ti=during and upon
completion of the work for wh:cb this permit is issued.
Also be advised that with reference to Chapter 152 (Workers'Compensation) and Chapter 153(Liability of Employers to
Employees for injiaics not resulting in Death)of the Massachusetts General Laws Annotated,von matt be liable for person(s)
you hire to perform wrork for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with.the State Building Codc,City of
Northampton Ordinances`State and Local Zoning,Laws and State of htassachusctts Gcncral Laws Annotated-
Homeowner
nnotatedHomeowner Signature _ _
The Commomveakh of Massachuset&
Department of Industrial Accidents
Office of Investigations
1 Congress Street, Suite 100
L Boston, MA 02114-2017
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print L egibly
Business/Organization Name:Northeast Solar
Address:136 Elm St.
City/State/Zip:Hatfield,Ma 01038 Phone #:413-247-6045
Are you an employer?Check the appropriate box: Business Typ a(required):
1.0 I am a employer with 17 employees(full an& 5. ❑Retail
of part-time).* 6. ❑Restaurant+Bar/EatingEstablishment
2.0 I am a sole pr oprietor or p artner ship and have no 7 ❑Office and/or S ale s(incl. real estate, auto, etc.)
empl oye es w orking f or m e in any c ap acity.
[No workers' comp.insurance requit ed] S. ❑Nonprofit
3.❑ We are a c orp or ation and its offi c ers have ex er cise d 9. ❑Entertainment
their right of exemptionper c. 152,X1(4), and we have 10.❑Manufacturing
no employees.[No workers' comp. insurance required]*
4.❑ We are a non-profit organization, staffed by volunteers, 11.❑H ealth C are
with no employees. [No workers' camp. insurance req.] 12.0 Other
*Any applicant that checks box#1 not also fill out the sectiambelcw showing their workers'ccrnpensatiom policy informatim
**If the corporate officers have exempted themselves,but the corporation has other employees,aworloers'comrpensationpolicyis required and swhan
o3ganimtion should check box#1.
I am an employer that is providing workers'compensadon insurance for my employees. Below is the policy information.
Insurance Company Name.Gotham Insurance Company
Insurer's Address: 9 Hayward Rd **COGEN**
City/State/zip: Florence MA 01062
Policy#or Self-ins.Lie. m #WC201900019843 Ex pit dion Date: 7/8/2020
Attach a copy of the workers' comp ensationp oNcy declaration page(showing the p olicy numb er and exp iration date).
F ailure to secure coverage as required under Sectim 2 5 A 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 a STOP UJORK ORDER and a fine
of up to$250.00 a day agai the Molat Be a sed that a copy of this statement maybe forwarded to the Office of
Investigations of the DIA f i4mir cov a fication.
I do hereby certify de ins n fpedmy that the information provided above is true and correct.
Signature: Date: 10/2/2019
Phone#:413-247-60 15
Qfacial use only. Do notwrite in b&is 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 d.Licensing Board 5. Selectmen's Office
6.Other
Contact Person: Phone#:
www.mas s gov/dia
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:
RAVYLL-1,0-ner-
The debris will be transported by: E
The debris will be received b
Building permit number:
Name of Permit Applicant
Dat Sign to "itan
r _ Utility meters and utility
accessible solar AC
ti r� disconnect on exterior wall
t r
A.
ti `T
� Main electric
panel in `
garage Pte'
New Roof mounted solar array
with 8x LG modules and +" ;w
8x Enphase IQ7PIus-72-2-US
` microinverters
- � r Existing Solar Array.
7.56 kW AC
,ti. jj -, ''; ;; ;• : A App# 22227110
Phippen Adams
Northeast
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: November 25, 2019
To: Justin Annis
NorthEast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Brian Adams, 9 Hayward Rd Florence, MA: Structural assessment of house and garage
roofs to support proposed solar arrays.
On 9/7/16, 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. In the fall of 2016, 22 solar panels were installed on the
main south facing roof of the house and 5 panels on the south facing garage roof. This letter is for
the proposed installation of 2 additional solar panels on the south roof of the garage,4 solar panels
on the east facing roof of the garage and 2 solar panels on the west facing roof of the 18' wide ell
off the westerly end of the front south facing main house. The roof of the 18' wide ell is framed
with 2x6(1-5/8"x 5-5/8") Douglas—fir with a grade No. 1 stamp, installed at 18"on-center,
spanning 8'-8"with a roof pitch of 6.5/12. 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, running 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 existing 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 composite asphalt shingles.
I have reviewed the mounting details for the proposed solar panels. Based on my calculations and
on a PV panel unit weight of 40f 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-17s`p ort the proposed additional PV solar paneR on both the house and garage roofs
and the snow load requiremen, the current State Building Code.
Please contact me if you have any questions or need additional information.
Sincerely, �,I,,A°Ess7o
o`er DAVID A. yc
VREELAND m
�L, o0 CIVIL
David Vreeland, PE No.46317
Vreeland Design Associates
-0
Vreeland
ONALG\
116 River Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland@verizon.net Fax: (413) 624-3282
Pocw
EVALUATION REPORT
Report Numb*n 0248
Originally Issued: 0912012
Valid Through: 0912013
Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION
Section: 06060—Connections and Fasteners
REPORT HOLDER: 3.1 General Description
EZ Roof Mount L-Foot Kit consists of 5 basic
SunModo Corporation components: (1)shoe assembly with captive waterproof
1905 SE a 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 casting 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),Approves!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. (Southern 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
C ri9M CP?012 b�IrA mak"ANOOrOn of AumNnp nnO lWohnnlat OIIfdM1,N ry�na«re6.!'mbe In IhO tM"W SWUS No pin If OW puh im6w My M WM&c6d,ntmed
rylant m ftw 0.0%&V WmI ar W WN mutt,MKIIO MwWo a.ptq mppq,mwda4.a ftaN�.•Ntt n10 pw wowpnmallbn Cf M:
pu01W%w Ph'3W7.AMPT•Fac 9W472.4171•Y4W.X469•5W1[apt Ph4ditpait!S6mc1•Qntply,CgUa(Vm 91761-7819—USA +2..
EVALUATION REPORT 4.
Report Number: 0Z48
Originally Issued: 0812012
Valid Through: 0912013
4.2 Installation Rain test data and thickness of aluminum flashing
sumitted is in EZ Roof Mount must be installed using the 5/16 inch for Roof Flashing far P pe Pe etrationnsst([CC-ESCriteria
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. 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
clearance hole for the unthreaded and shank portions a
ts Test results re from laboratories in compliance with
of the lag screw as required in Section 11.1.3 of the ISOIEC
25.
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 mode
Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES manufacturer Marksof 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 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 PMO U E S
should be bent upward; the flashing must rest fully ES
against the roof shingles, Otherwise the water and wind
performance may be impaired. TM
5.0 CONDITIONS OF USE IAPMO##248
EZ Roof Mount L-Foot 0 for Shingle Roofs described
in this report complies with the codes listed in Section
1.0 of this report subject to the following conditions:
6.1 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
bads 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.
6.0 EVIDENCE SUBMITTED
Testing and analysis data submitted is in conformance
with Evaluation Criteria for Joist Hangers and
Miscellaneous Connectors(1APM0 ES EC 002-2011).
Page 2 of 4
EVALUATION REPORTUNJ!"
Report Number: 0248
Originally Issued: 0912012
Valid Through: 0912013
TABLE 1. ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT
Lead Direction Ultimate Goad 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 Strengh Design Load
Uplift(Withdrawal) 715 1,800 695
340 340
Lateral 260 240 130 153
Motes 130
I. Allowable 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%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 10(rF.
For any other conditions,allowable table values shall be multiplied by the related adjustment factors)(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!1 inches into the roof rafter
by one 5/16 inch x 4 inch long stainless steel lag screw.
i 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05.
Uplift
Lateral
k
Page 3 of 4
EVALUATION REPORT ' '
ES
Report Numbor: 0248
Originally Issued: 0912012
Valid Through: 09/2013
TABLE 2:MATERIAL PROPERTIES
Component Material
Shoe Aluminum alio ANSUAA A380.0
Wate f Washer EPOM with durometer ratio of 60
La Boli 304 stainless steel ASTM A 240
S
t Aluminum allo 6063-T6 ASTM B221
a Aluminum allo ANSUAA A380.0
n Aluminum alto 1060 AS M B209
EZ ROOF MOUNT COMPONENTS
Figural:Shoe Assembly Figure 4:Hex Cap
r'
Figure 2:Lag Bolt Figure 5:Flashing
P
I
Figure 3:L-foot
Page 4 of 4
EVALUATION REPORT%"W'
Report Number: 0248
OrigFnally Issued: 0912012
Valid Through: 0912013
TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)i-;-4J
Load Direction Ultimate Load Test Load at Test Load at Calculated
(sec figure below) Teat Value 0.250 Inch 0.125 inch Fastenertmetal Allowable
FS.-3.0 deflection deflection Strength Design Load
Uplift(Withdrawal) 715 1,800 695 340 340
Lateral 1 260 240 130 1 153 1 130
Notes
1. Allowable 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 Fine)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 other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(C„,
and/or C,)in accordance with the National Design Specificatiart 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 h 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.
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LG NeON®R
LG370QlC-V5
General Data Electrical Properties(STC*)
Cell Properties(Material/Type) Monocrystalline/N-type Model LG37OQl C-VS
Cell Maker LG Maximum P—(Pmol) [W] 370
Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) [7/l 37.0
Module Dimensions(L x W x H) 1,700mm x 1,016mm x 4Omm MPP Current(Impp) [A] 10.01
Weight 17.5 kg Open Circuit Voltage(Voc,!5%) [V] 42.8
Glass(Thickness/Material) 2.8mm/Tempered Glass with AR Coating Short Grcuit Current(IK Y5%) [A] 10.62
8ackslwet(Color) White Module Efficiency [%] 21.4
frame(Material) Anodized Aluminium PowerToie_ [%] 0-+3
Junction Box(Protection Degree) IP68 with 3 Bypass Diodes •STC(Standard Test Condition)'.Irradiance 1000 W/mr,cell temperature 25•C,AM 1.5
Cables(Length) 1,000mm x 2EA
ConnectOf(Type/kir) MC4/MC Operating Conditions
Operating Temperature ['C] -40-+90
Certifications and Warranty Maximum system Voltage [V] 1,000
IEC61215-1/-1-1/2:2016,IEC61730.1/2:2016, Maximum Series Fuse Rating [A] _ _ 20
UL 1703 Mechanical Test Load(Front) [Pa/psfl 5,400/113
CerbficatdmK ISO 9001,ISO 14001,ISO 50001 Mechanicat Test Load(Rear) [Pa/psfl 4,000/83.5
OHSAS 18001 'rest Load-Design x Safety Factor(1 5)
Salt Mist Corrosion Test IEC 61701:2012 Severity 6
Ammonia Corrosion Test IEC 62716:2013 Packaging Configuration
Module Fire Performance Type 1 Number of Modules per Pallet [EA] 25
Fee Rating Class(UL 790) Number of Modules per 40ft HQ Container [EA] 650
Product Warranty 25Years Packaging Box Dimensions(L x W x H) [mm] 1,750 x 1,120 x 1,221
Output Warranty of Pmax Linear Warranty* Packaging Box Gross Weight [kg] 473
•1)1st year98%, 2)After 1st year 0.3%annual degradation, 3)25 years 90.8%
Dimensions(mm/inch)
Temperature Characteristics
NMOT• [°c] 44+3
Pmax [%PC] -0.30 iole.o/+o.o
Voc D-1 -0.24 _ .•a�e.o.3e5+
Isc [%PC] 0.037 p_
115.0/6.9 40.0/1,57
•NMOT(Nammal Module Operating Temperature):Inadiance 800 W/m2,Ambient temperature 20 -
Wind speed 1 m/s,Spectrum AM 1.5
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Electrical Pro erties NMO
Model LG370QIC-V5
Maximwn Pourer(Pmax) [W] 279
MPP Voltage(Vmpp) [VJ 36.9 _
MPP Current(Impp) [A] 7.55 n n c t i
Open Circuit Voltage(Voc) [VJ 40.3 9 t i
Short Circuit Curtest(Isc) [A] 1171 2 m
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LG37OQ1IC-V5.indd 2 3/28/19 6:23 PM
155 INDUSTRIAL DR BP-2020-0660
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 18D-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: renovation BUILDING PERMIT
Permit# BP-2020-0660
Project# JS-2020-001118
Est.Cost: $96000.00
Fee: $672.00 PERMISSION IS HEREB Y GRANTED TO:
Const.Class: Contractor: License:
Use Group: LARRY RIDEOUT 11635
Lot Size(sa.ft.): 104108.40 Owner: FIREFLY PROPERTIES
Zoning: GI(100)/ Applicant. LARRY RIDEOUT
AT: 155 INDUSTRIAL DR
Applicant Address: Phone: Insurance:
17 POWDER MILL RD (413) 885-2876 WC
SOUTHWICKMA01077 ISSUED ON.1112512019 0.00:00
TO PERFORM THE FOLLOWING WORK.-NEW OFFICE PARTITIONS
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 11/25/2019 0:00:00 $672.00
212 Main Street, Phone(413)587-1240, Fax:(413)587-4272
Louis Hasbrouck—Building Commissioner