06-064 (14) LG NeON"'2 Black NM��
Mechanical Properties Electrical Properties(STC
Cells S x 10 300 W
Celt Vendor LG MPP Voltage(Vmpp) 32 5
Celt Type lvloz ioc`,,istallille N type MPP Current(I"ipp)
Celt Dimensions 156 175 x 156,75mm/6 6 iri(Ai Open Circuit Voltage(Voc) 39,7
4 of Busbar 12(Muld V,,fit e Bus! Short Circuit Current(Isc)
Dimensions(L x W x H)
1 511C x 090 x'10 n1 n) Module Efficiency(110 3
64 5 i 393 x 1 5 7 h Operating Temperature ature(*C) '9
Front Load 6000 Pa i 5 ps,f Maximum System Voltage(V) 000
Rear Load ';400 Pa 1 I 13 pJ Maximum Series Fuse Rating(A) 2O
Weight 1 r.J±0.5 k c./3 8±1 1 lb-, Power Tolerance(%) 0 3
Connector Type 11C 1 NVIC."I U3111patible,IF'617
I oon i
Junction 130)( IP6 7 with 3 Bypass Diodes '! —. i hy:17
hl,pipq Oul, M,I 1 3
Length of Cables x 1000 nuil 2,39 37 Ir0i
Glass Hiuh Irarismissicit Pqpewd Gla�.;-;
Frame 1.1 r,,dhzed AlUlTlirlt I'll Electrical Properties(NOCT*)
300 W
Certifications and Warranty Maximum Power(Pmpp)
z
MPP Voltage(Vmpp) 295
Certifications(In progress) IFC 61 2 15,IFIC C-17 310 Jll 170' "PIP Current(impp) 7.38
11311)9001,IF 16(Arnmc�!Q Open Circuit Voltage(Voc) 36.5
JEC 6 1 7111( alt n,,JjSt L;
'S,.9 FeSt) Short Circuit Current(Isc) 7.83
Module Fire Performance IYI1,�2 pjt.1703)
Product Warranty 12 Yeats
Output warranty of Pmax
L,near mr-anty* Dimensions(mm/in)
.. ...
.... ..
3
Temperature Coefficients
NOCT 16 i 3 l-
PMpP (138
Voc 0,28 1�)/Y_
Characteristic Curves
................
DOM,
60U)",
0
N
........... .............
'T z,,d,!;Z[u;,
LGNorth l "vt1hot:f
r Ij X'.l ( G-F-FN-
Fifes Good Nj 42
i9lit 15 LC I lecnr I All Innovation for a Settcr Life
11 5,
W7 -�Jj �'54 %90 �Vmo�"SnTd—FM-bKi
Mff,-Pv,4 5�1m-c --w 4v5
=LID Pplk
t--VMR_t
............
EVALUATION REPORT
Report Number: 11248
Originally issued: 09/2012
Valid Through- 0912018
TAU LE f r e1,i..1 ONVABI,E LOADS FOR EZ ROOF A-1,0t)i''T L<f OOT
Load Direcliort I.tltlnrstic iLond Test I.daci flt Test I itttcl at C'alcul ttetl Allowable
`feat value 0.250 inch 0.125 inch Irrrstener/Aletal Des,i,n Lo ill
(see figure below) `feat
&-3.0 deflection defiectiott Skreu t�It
Uplift(Arilhdrawal) 715 1,800 695 140 310
Lateral 260 240 13€7 153 130
Notes
1, Ailr%viblt-load valUe:s ate=based seta the Ivist valtie from(lie ulthnate 10311 of three,tests( lrer$P,th brut),tested
load tit 0.125 inch dt?,fleetioit(rlcfieetien liitiit),calculated fastener etvpacity(withdrs9w•al or(:aural)for wv0d
whit a gpccif1C ttravitk'rat 0,55(Southern Pine)taratlowabie strew of tite alarntitiUM 1,400t conrtectctr.
2. Allowiible(muff valises are bised on ltnttlter;vith all of rite frllowing characteristics:
a. Located in dry rwrvicr conditions where the rttnisture c,,.)rt(ent dies not exceed 19%for loft extended period
ctf{iinc much a<in most coveted sfrttttt�res.
1). .Located where it dotes not experience stistairwd exposure to elevated teniperatures that exceed 10(°F.
For any other co=.ditiut;s,allowable lable value sbaU be tot+alliplicd by the rehited diusrtrient factoil.'s)W,
anti/or C,)in a.ccoidance with the Nalinnal Desigti Sitecificatimi for 1;and Cot?structic*n(N. DS-05).
3. Allowable load values arc.loa d on lumber with a specific ar:tvity of 0.55(Southertr Pine or equal).
4. Allowable load valties for withdrawal are basal on a Minimum penetration of 2'A inches into the mof rafter
by umm 5116 inch x.d itch lung slvl tnlr-steel 129 GerevT_
5. Ailtoe4able violties MAY Dal be€rtrtessed for load duration;It accor.tiance faith Seale>ti to.3.2 of the NDS-05.
1,
EVALUATION REPORT (U10 ZAP"
Report Humber] 0248
Originally Itssuedi 4912012
Valid Through: 0912013
TABLE 2:MATERIAL PROPERTIES , .,..__...
C'u[rtitnttrtsl
..
�Ite+t a4iettat,ttutka u4ltt} A�lSI�A,A,�3&tJ q �b.n-..
lerir�r of W,asIte:� Lt'UA1"vti civacar�rtat raliit tzfCxU
3[ i siaia�l� s sit eI�1STNj A 240
J-foot Abet a+ntttn I1cr.. �Jf3 I� }1511f Fil l
Hex Cnh - �rlltattttrttttn a{li :r� �!lq��A38 0�
I°i lttt. sk �9usnatte�€rt a1 t Iqo A iN,I B 2 0 9 ._
PZ ROOF MOUNT COMPONENTS
Shoe A,�setst€iy lait ure,l:Hex 1C.ap
T,�l
41
Figure 2: Lag ti,alt
rlgurc S:11eshittg
a
cM1^b
Page 4 of 4
EVALUATION REPORT
mow
ul,
Report Mumb+eri 0248
Originally Issued: 0912012
Valid Through, €I912013
`CABLE I- AI.I,ONVABLE LOADS 11014 FZ Rt)OF A•1()t!N*1'L-FOOT'!{l.'f
Lrltlumte Lon,d 'Test Lund at 'feat Eond att Calculated
Lend Directiuts .Pest vattre 41.25€1 inch 1).125 inch Fasten eriMetal Alltotnble
(sec digur a below) F.S. 3.9 clellectiotr deflection Stress sir Design l.nacl
Uirli(l(Withdrawal) 715 1,8f)D 695 340 340
Lateral 260 240 1303 153 130
Notes _
I. AlltrwaWe load values air.l,as>'d ors tiro fcaM value ii'om the ultimate limd of three tests(s,ttength lien t),tested
tr_ad ut f).1 2-1 inch cle.flection(*t1cc66on limit),calctrleterl fasiearercupaci:ty twithdrntval or lrateral)for hood
with a slreeiln:gravity of 0.53(Southern Pine)car alinwable stress a)Nlie alumintntt 1,-foor-t-rm€rectur.
I Allowable load values are based tau lumber wi,ih all ofthu fiAlowilig charac!c1islics:
ar Located iu dry service ctrirditlorre where the ir=ctisttrre curitens,does not exceed 19t'4,for all extend-A Iseritrtl
ol'tirtrc strcli as in must covered simmures,
[% Located nhcic it tueg 11ol eypeticrice suaiained exl osure to clevukcd temperatincs that exceed 10011°.
For irr, other c ondif ions,allowable tail Im valti s Aball be multiplied by the relateel atd}ustr+tent factor(s)(C
atrtd.i0v t`,)ill accordance,willi flit Nativrtal ItGSlgrt`?i,ecific tit foil for Wood Construction(NDS-05).
`l: ANuiv altlei JO NI+'aloes atrc based um lumber with ra sisccific:giavity of9,5s(Southern Pine or eyuai).
A. Allommble Inad vaines for Nvitfidriwa)are based eyu a rninimmit perreim�tion of'2 Vz incites into the roof rullcr
by ogle 5/16 inch x 4 ilich Icrnn stailrle'ss steel lag scarew..
5. Allowable values rte,y not be increased fur land cltrrartiun in at'crtrda c_e xith Seism=. 111:3.'2 of tlse NIDS-05.
Uplift
Lateral
s
4g
Page 3 of 4
afte
EVALUATION REPORT(,*-_,)
Report Number: 0248
0691"afl)f issued; 0912012
VnIid Through; 09t2013
4.2 Installation Rain test data and thickness of aluminum f►ashgnq
submitted c09formance Willi Acceplarce Criteria
EZ riO0f MOUrit m'Jlt be irStalied Using the 5/15 inch for Roof Flashing for Pipe pe
diameter stainless netraWns (ICC-ES AC
steel 129 screw at each bracket 286-2U08), Rajta lest conformed to Underwilters
10colion as described in the manufacturer's installation Labcra!ory Standard for Gas Vents, UL 441-96 Section
111MMCVOtrS. I ag screw MU,-,t Penetrate into the roof 25.
rafter a Minirlum of 2 %inches. Prior to insiMatioq, the
roof rafter' shalt be bored with the required lead and 1'est results arr from laboratories in compliance with
clearance hole for the urthreaded and shank portions ISOAEC V025
of the the ;09 screw as reauired j.,j Section 11'1,3 of the
NDS -0t,. Threaded Portion of the lag screw shall be TO IDENTIFICATION
inserted into its lead ho!e by tur"ing with a wrench arid
not driving by a hamtror- A die-starnp lat"I In file flashing b9tiring the name and
address of (lie manufacturer,
, the model number,
Use Of OUXPin-y holes ir, tile Shoe othei-thai the use of APPOO Uniform Es Marks of Corforrnjty� and this
On extra fastener to sit)P the shoe from rotating durim
installatior is outside the s(,ope of this report EvalVaVorl RePNt NUMber(F-R-024B),
Flashing should be irstaveLq full under the shingle up to
I A p JNIO
the lased cortion or the Fashing to prevent water 10 U
ingfeSs order the skingie. NO pition of the flashing Es
shoWd bo bent wwa.rd,- the flashinc, must rest foy L
I-S
aqa;=Ist trio roof shinales. Otherwise the wWo"and wind
nerfow-lance njay be e impaired.
6.0 CONDITIONS OF USE IAPMO 40248
EZ Roof Mount L-Foot Kit for Shingle Roofs described
'ri It"s 'eP)Oft C0010P$ with the codes listed it) Section
1.0 of this report subiect to the following condifjops�
5.1 Cr Roof Mount shall be installed In accordance iN.ipt
this report, 111anufacturer's installation iristructior s. and
the codes listed in Soction i.1,
&2
to verify the imposed leads on the EZ
Roof It assernbiy fie not exceed the Allowable
loads contained in Tabfe I Of (his report shall be
SUbmilted 10 the code
G'WCL1!atjons sha0l L Orfif;lal Whell requested,
)o PreP81red by a registered design
professional pihell Rectuired by the stattjos of the
]w isdiction where the work is construr.ted,
6,0 EMDENCE SUBMITTED
1'eSting and aralys;s datfj submitted Is in confoemance
WWI Evaluation Criteria f0f Joist Hangers and
Mlscellaneojs Cepriecturs(lAPFA0 ES EC 002-2011).
Page 2 of 4
EVALUATIO14 REPORT
Report Iftumberi 0240
Originally Issued* 09/2012.
Valid Through: 0912013
Division;06—WOOD AND PLASTICS 10 DESCRIPTION
Section; 06060—Connectlons and Fasteners
HOLDER:REPORT 3.1 General Description
EZ Roof Mount I,.-Foot lit consists of 5 basic:
SunModo Corporation components:(1)shoe assembly with captive waterproof
1905 SE 6t"St,Suite A washer, (2)lag bolt to fasten thrrrugh the shingles to the
Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row of
shingles above /tae shoe and then over the shoe, (4)L-
ItVALUATt N SUBJECT shingles
that is placed over the protruding shoe threads
and (5) hex cap that is secured or to the shoe. See
Roofs do t Z Root f4+Iot►nt L-( clot Kit for t3lr+ngte Figures 1 to 5 in Table 2.
fto ofa
1.0 EVALUATION SCARE: 3.2 Materials
LZ Roof Mount is fabricated frorn aluminum. Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum allay
with dirnOns°ores of 2,80 inches in diameter and 1,00
• 2ggg Iriternatiotial Building Cade inches in height. 11 is held in place using one 5116 itmh
2009 International Residential Code(&) diameter tag bolt that Is 4 inch in length and made of
. 2006 Irternational Building Codegt stainless steel. Plashing is fabricated from sheet
• 2006 international Pesfdential Code @) aluminum with dimensions of W.0 inches In width.. 12.5
accordance Evaluated Iii cc
fr 0es in length rind 0.04 inches In thIckness-
L foot is a 2.00 inch long unequal leg tingle made from
• Evaluation Criteria for Joist Hungers and 6063-T6 aluminum with dimensions of 3.00 inches in
Miscellaneous Connectors (IAPIVO ES EC002- deplh, 2.00 inches in ,,vidth and 0.24 inches iii
2011),/Approved March 2011 thickness. It conlains a 0.375 inch diameter round hole
• Acreptance Criteria for Roof Flashing for Pipe w4h tj 0.83 inch diameter chamfer (ire base) that is
Perncatrations(iCC-L a AC286),Approved April 2010 located in (tie center of the base leg. One s?at
measuring 1.64 inch long by 0.40 inch wide occurs in
1.3 Properties Evaluated: the center and is lucated 0,30 inches frotre the top edge
Of the vertical leg, which liras a scallop front and rear
• Structural' face. See "fable 2 for component material properties
• Weather Protection and figures.
2.0 USES 4.0 DESIGN AND INSTALLATION
FZ Roof Mount L-l=oot Tait for Shirgle Roofs is used to 4A Design
rrourit solar systerns and otnear rooftop devices such as
satellite dishes an asphalt shingle; roofs with wood Tabulated allnyeable loads shown in Table 1 of this
rafters underneaalli. teport are baser.) on allowable stress design (ASD).
Adjustments to these values are required for vet
E7 Roof Mount Is srreciffcally designed to be used for Service conditions, sustained exposure to elevraled
installation (If solar parbels for electric or hot water te?tnperatures, use with fire retardant himber or with
production on roots with slopes from 3 to 12 units lumber whose spec ifir gravity is less than 0,55
vettical in 17 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 of 4
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cr tan r11r." r.:t r ��ry tf,A ,tt�.R,.f rl m'x c,mnp Cn K'•.
LS!Y,P't•F¢ i7`3-race Kind .r alhcrfe"r ud?hao Ua t—as#?1rn pnrre.rser<,nl INH
I'1'+S.s S4?'£,S�(1'YC2 �31 P,>:7ntln.+ ..,ire c'. [x,.Si+,C50Tr a9•.'iry E.t 91ry It.,A,
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: November 29, 2015
To: Ann Bronner
NorthEast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Lauren Duffy and Elizabeth Mullin, 12 Beaver Brook Loop, Leeds,MA: Structural
assessment of existing house roof to support proposed solar array.
I have reviewed the roof framing details on the main house roof for the proposed 25 PV panel
installation. The roof framing of the 2014, 26'x 35', 2-story house are 2x4 Fink design roof trusses
installed at 24" on-center, with a 8/12 pitch. The roofing is one layer of asphalt shingles.
I have reviewed the mounting details for the proposed array. Based on a PV panel unit weight of
approximately 37 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 roof truss, the existing roof framing is adequate to
support the proposed PV array.
Please contact me if you have any questions or need additional information.
Sincerely, �'Zw OF A(4
t7 DAVID A.
VREELAND a
t,t1 ^_; fez ca CIVIL
No.46317
David Vreeland, PE a Q
Vreeland Design Associates S ve:
/ONAL �
116 River Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland @verizon.net Fax: (413) 624-3282
k
w
4
Main electric
panel in
basement
Via. a.w
JI
x,A � y E 4: x E fib'^� ? T'= .Y � �:�E;•zY� N, ;, .Q � ':.sF}� f ,y.. ,.. ,
FF
r
z #
to
a
a
<
r
�K <
yyy i k �i
n q
habxauuti'�.�..
Pk
Elizabeth Mullin
4�1� City
of Northampton
12 Beaver Brook LOOP Building Department
Plan Review
Lot 19 212 Main Street
rthampton, MA 01060
Leeds Ma 01053 Northeas ,411
The Commonwealth of Massachusetts L 2.
Department of Industrial Accidents
Office of litvestigations
1 Congress Street, Suite 100
.Boston,MA 02114-2017
wtvw.mass.gov/dia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Nance: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 Type(required):
1.0 I am a employer with 10 employees(full and/ 5. ❑ Retail
or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment
2.❑ I am a sole proprietor or partnership and have no 7. Office and/or Sales(incl. real estate,auto,etc.)
employees working for me in any capacity.
[No workers' comp. insurance required] 8• F]Non-profit
3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment
their right of exemption per c. 152, §1(4),and we have 10.❑ Manufacturing
no employees. [No workers' comp. insurance required]* 11.❑ Health Care
4.❑ We are a non-profit organization,staffed by volunteers,
with no employees. [No workers' comp. insurance req.] 12.0 Other
'Any applicant that checks box#1 must also Fill out the section below showing their workers'compensation policy information.
"ll'the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an
organization should check box#l.
I am an enrplover that is providing workers'compensation insurance for my employees. Below is tire policy information.
Insurance Company Name:Hanover
Insurer's Addrew12 Beaver Brook Loop
City/State/Zip: Leeds, Ma 01053
Policy#or Self-ins. Lic. #WHN 5715134-02 Expiration Date:4/8116
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration elate).
Failure to secure coverage as required under Section 25A of MCJL 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 WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
1 do hereby eertcf!,under the i7afirs and pens 'es of perjury that the information provided above is true and correct.
Signature: -- Date:9/16/15
Phone#:413-247-6045
Official use only. Do not rvr•ite in this area,to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one),
I. Board of Health 2. Building Department 3. CitylTown Clerk 4. Licensing Board 5.Selectmen's Office
6. Other
Contact Person: Phone#:
wrvvv.mass.gov/dia
S�G`tlt�N 8 Ci7NS�'13UGTIf:1N S�E�VICI=S
Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder:
Phillip Baunsgard CS106113
_
License Number
41 Heath Rd Colrain, Ma 01340 6/7/17
q Expiration Date
413-247-6045
Sig a re lephone
Not Applicable ❑
Northeast Solar 169641
Company Name Registration Number
136 Elm St . Hatfield, Ma 01038 7/14/17
Address Expiration Date
Telephone 413-247-6045
5EC1'It�N jU=ITVi:Skl(�I2Si COtultsENSfi71i7fJ tiV§ORANGE AFf•liol"aVIT(1N:G:L.e.i52i§25C(li}�
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...... ❑
3
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 structures accessory to such use and/or farm
structures.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,on a form acceptable to the Building Official,that he/she shalt be
responsible 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 General Laws Annotated,you may be 111019 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.
140ineowner Signature
SEC710N 8 DESGI2IE'TION OF.F?ItOPOSE[�11If0l2k lciiecli 91t appltbalile)
New House ❑ Addition [❑ Replacement Windows Alterations) ❑ Roofing ❑
Or boors C1
Accessory Bldg. ❑ Demolition ❑ New Signs [o] Decks [Q Sid! [CI] Other[0
Brief Description of Proposed Install 25 solar panels on residence
Work:
Alteration of existing bedroom_.____Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes �—No
Plans Attached Roll -Sheet
��l ���ON, 6 at d ffirlda.N �m
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
1. 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
315-CTiON 70 t7WNtk AUT146WZATlON=TO BE COMpLETBCI VI1i
OWNblS AGENT OR d6NTJtAGT6h AppLIES FOR aUJLDJNB pEk�IVI1T
Lauren Duffy
I' as Owner of the subject
property
hereby authorize Northeast Solar
to act on my behalf,in all matters re live to work authorized by this building permit application.
9/17/15
n ure of Owner Date
i 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 and penalties of perjury.
Ann Bronner
Print Name
4`jn 9/17/15
Signature of Owner/Agent Date
Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information
Existing C Proposed Required by Zoning
This colunin to be filled irt by
Building Department
Lot Size
Frontage
Setbacks Front
Rear
Building Tleight
Bldg.Square Footage
Open Space Footage %
#of Parking Spaces
'
(volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/onUhe site?
D�7 KN0w
NO ��
0 YES 0
|F YES, date issued]----------]
l______'--J
|FYM Was the permit recorded at the Registry nfDeeds?
NO 0 DON'T
--KNOW
--'--'_-J l [�-Y_-['5--
|F YES: enter Book Page __'-
-_-�> and/or Document#[-'---- -- -�
B. Does the site contain a brook, body oy water n/we �nd�! N0 �� �0N7KNO� �� YES
' v~�
IF YES, has permit been urneed tobeobtained from the Conservation Commission?
Needs tnbeobtained r-� v~�Obtained r-� Dm�e |os4�d' [--'-------1
`�' ' ' L______--�
C. 0o any signs exist on the property? YES N0
0
|F YES, describe size, type and (ocadnn' |' - - - - ' --- -'---- -- -- '--------
'
D. Are there any proposed changes to or additions nf signs intended for the property? YES �� v��
N0 �-\
»~�
IF YES, describe size, type and location: � -'--------i
L--__----------_ ----___------- ------------
E. Will the construction activity disturb(clearing,grading,excavation,m filling)over 1 acre minK part nf*common plan
that will disturb over 1ann? YES wo
0 v&
|r YES,then a Northampton Storm Water Management Permit from the DPW|orequired.
City of Northampton
Building Department
212 Main Street
Room 100
---' No hampton, MA 01060
L° t -587-1240 Fax 413-587-1272 a
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
EECTibN 1 =gift MPORMAf t7N
1 1 Property Address:
Thl.b secfibn td be irdmPlfit6d y o Icr#
12 Beaver Brook Loop
Map L61 . . , Unit.
ovriay,6isfricl:., .
trri§ti Disthl8t CB t7tlftct
SECTION 2 ORO,f hfY OWNE0HIPtAUTH0'hQtb AGENT
2.1 Owner of Record:
Lauren Duffy 12 Beaver Brook Loop, Leeds Ma 01053
Name(y,n Current Mailing Address:
617-549-7296
Telephone
i store
2.2 Authorized Anent:
Northeast Solar 136 Elm St, Hatfield Ma 01038
Name(Print) Current Mailing Address:
413-247-6045
Signature 4/-J/� Telephone
SECTION 3 ...E§Tf(NATEti CONStItUCtIC)N C05TS
Item Estimated Cost(Dollars)to be offielai Use Only
completed by ermit applicant
1. Building a B
uiidmg Permit Fee
2. Electrical (b)Estimaied:Tofa!Cost of
3. Plumbing f3iilidiny petfritt Fed
4. Mechanical(HVAC)
5.Fire Protection
6. Total=(1 +2+3+4+5) 2 9, 5 7 6 Ctieck Nurriber.
Thl§Secflon For(3f#tcal U§e Onl
Building Perrnit Number: Date
Signature: _ .
buiidrng Commissionerflispecior of Buildings !?ale
File#BP-2016-0756
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD01038 (413)247-6045 Q
PROPERTY LOCATION 12 BEAVER BROOK LOOP
MAP 06 PARCEL 064 000 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid 4 F4
Buildin Permit Filled out
Fee Paid
Typeof Construction: INSTALL ROOF MOUNTED 7.5 KW SOLAR ARRAY
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
INFO
Ij,AviATION PRESENTED:
pproved 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
D olition Delay
Sig ure of Building Official 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.
12 BEAVER BROOK LOOP BP-2016-0756
<;ls 4.: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 06 -064 CITY OF NORTHAMPTON
Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Cate ory: SOLAR PANELS BUILDING PERMIT
h�:rnlit 4 BP-2016-0756
Project# JS-2016-001257
Est. Cost: $29576.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot S,i/e(sc. It.): Owner: DUFFY LAUREN
7unin Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT. 12 BEAVER BROOK LOOP
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 O Liability
HATFIELDMA01038 ISSUED ON:121312015 0:00:00
TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 7.5 KW SOLAR
ARRAY
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:
Roul;h: Rough: House# Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
'111 IS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeTyne: Date Paid: Amount:
Buil�lin� 121/3/2015 0:00:00 $75.00
212 Main Street,Phone(413)587-1240, Fax: (413) 587-1272
Louis Hasbrouck—Building Commissioner