23D-188 Multi-crystalline Type
- ...
PP 245 250 255
Nominal output(Pmpp) W
Voltage at Pmax(Vm ) V 30.7 30.9 31.0
Current at Pmax(impp) A
8.0 8.1
8.2
Open circuit voltage(Voc) V i 37.3 37.4 37.6
Short circuit current(Isc) A 8.5 8.7 8.8
Output tolerance % +3/-0
No,of cells&connections pcs 60 in series
Cell type 6"Multi-crystalline silicon
Module efficiency % 15.0 15.3 15.6
Temperature coefficient of Pmpp a/c/K -0.43 -0.43 -0.43
Temperature coefficient of Voc %/K -0.32 -0.32 0.32
Temperature coefficient of Isc %/K 0.048 0.048 0.048
X All data at SIC(Standard Test Conditions).Above data maybe changed without prior notice.
Mono-crystalline Type
L,I ;WwliN
Nominal output(Pmpp) W 255 260 265
Voltage at Pmax(Vmpp) V 31.0 31.1 31.3
Current at Pmax(impp) A 8.2 1 8.4 8,5
Open circuit voltage(Voc) V 37.8 37.9 38.1
Short circuit current(Isc) A 8.8 8.9 9.0
Output tolerance % +3/-0
No.of cells&connections
PCs 60 in series
Cell type 6"Mono-crystalline silicon
Module efficiency % 15.6 15.9 16.2
Temperature coefficient of Pmpp %/K -0.45 0.45 0.45
Temperature coefficient of Voc OWK -0.33 -0.33 -0.33
Temperature coefficient of Isc %/K 0.032 0.032 0.032
X AV data at STC(Standard Test Conditions).Above data may be changed without prior notice.
Module Diagram I (unit:mm,inch) I IN Curves
y C°urrentlA'
-4 X 07{I I 7.510.3"1
R HOLES -
'-) (') DETAIL Incid.Irrad=1,000W/m'
1,000 mm 1,000 mm Operating CellTemp=S'C
13937'1 (39.37) -8-075LOT THRU -pperating GeOiemp=iSG
4 mm'CABLE& 4mm'(ABtE& 8(0.32") --O;IN.h9Can
7.Z'
CONNECTOR CONNECTOR �, -Operating C,ITernp=b5'C
1° n 3° 11 M
$ Current[AI Vohage[V1
GROUND MARK DETAIL B 1°I Incid,hmd=t,t00W/m'
18(0.71") L dhr Q-1000W/m
4%04.2 1110.93") IncdJrmd=900W1m"
GROUNDHOLE 60(24) - Incid.trmd=A00W/m'
Ii d 1171.g 954(3756")
C
A
30 1.78 1.R O.W
998(39.29"I C 25319.96"I r Cetltemp.=25'C
SECTION C-C
4
Vohage(1
Installation Safety Guide I -
a.is I 46°C±2
Only qualified personnel should install or perform maintenance. ? 40-ss°C
Be aware of dangerous high DC voltage. ' DC i;00oV(IEC)
Do not damage or scratch the rear surface of the module. OC 600 V(OL)
Do not handle or install modules when they are wet. 15 A
[Printed Date:Decernber 20141
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EVALUATION REPORT
Roport Numbert 0249
tirlgfnally Issued, 09/2012
Valfd Through- 09x'2013
TABLE Ir Al I t)4t'ABI,,IS LOADS FOR EZ ROOP NIQtliNT l.,-RIOT HIT(Ihs.)ra;3.a,5
trfilrnate Loa�d Test 1.and at lest Load M Calculated Load Direction Atla+tvalsle
feat Value t1.25ll Inch 0.125!nch Fastener/Metal(see figure erina��) Uesfgrr Mosul
.S.-3.11 ttcflectiett detlNctionr Stren t�h �. R
1_lltliil(�?asilladrr.>val) ?I 1,Sllt? t 95 ? tl 340
Lateral 260 240 13(t ISM 130
Notes
f. Aliowibl:load values ate braced ovtt the Itnst vahm from the trltlrrtate beet(A three tests(streng,tlr llrati(),tested
!mall at€,1 25 inch dc-ffcectietrt(deflectien limit),calculated Nstener capacity(withdrawal or lateral)4ior wood
With a-perivic gravity of h.54(,5cnrtlterst Pine)car tallownble stress of the alumimmi t.-lbot contlectm'.
2, Allovvcable,lciad value-,are based can lumber with all of llte frallowing ch.aracteristici:
it. Located in dry service cunditions where the moisture contvrtt doves not exceed 19%far an extended period
of fime such as in tttw covered structures.
b. !.metaled vOterr it clocks not expetiwtrce sustrainud exposute to elevated temperatures that exceed I OW F.
1'01-rally other cullditiuns,alltywabie table vahies shall be ntrrltiplied by the related g0justment factorls)
andlor Cr)in accot'ttance with the National Design Sftecif ca(iort fur Wcvod Construetion(NDS-05),
3. Allowable told values arc 1 aced ctrl iu.rnber with a specific gravily of 0.55(Southern Pine or equal),
4. Allowable load values f t,withdrawal rare based on a minitnum penctrcation of 2';x itches into the roof rafter
by olre,iii 1 f inch x d inch long stainless steel Ing screw.
5. r�llc)vvnble Values may trot be hicteased for head duration in acco(dance with rsecti(m 10.3_2 of the NDS-05.
a tP,r 1�
EVALUATION REPORT
(uo_..
Report Numben 0248
Originefly Issueda 09120112
Valid Through: 0912013
,TABLE x MATERIAL PROPERTIES
�E;a�:�a�erat 13 ate�ial _' _
Y a Lr tluof%Y ashcr EPD11I wash durvinelea r�Qita infix
L&Bon
304 staillicss steel A yTNI� 240 _
't zlE�ar aInk"11 RIlray 603-T6 AS 1 N t BZ a t
rlltaatr�na an fsII) _ANSL',kA A380.0
—
EZ ROOD= MOUNT COMPONENTS
n� fd *e7
BPI-
Pigure 4:1lex Cap
3
Figure:`; Lag);,,)It
1°igtatc 5:FIashaact
a
Page 4 of 4
V LUAT1 1 REPORT
Report Number: 0248
Originally Issued: 0912012
Valifd Through; 0912013
,VABlA 1: A1..1,t)11'ATll,E LOADS F'011.PZ ROOF iVlt7tlNT L-100T Xr (i1>s.}t'xre'a.6
Ull1€tto(e Lond Test Load al Tsoual at Calculated
Lund Direc;tl€ant 'feat L.4me 11.2541 itaclt 9.125 inch Fasten er/Aletat Allowable
(See figure below) Y.S.,u 3.0 de.necfiotl deflection Stress lit Design,Load
T 1l,lift(4i''ttlxlrawni) 715 1,80t) 69r 340 340
Lateral 260 240 130 153 130
Miles
1. Allowable load values ate 1=ased on the lca st vatue['mall tht ultimate h>atd of three tests(sere ligth litnil),tested
(clad at 0.125 inch deflection(delleetion limit),calcttlttted famenet capacity(4rvitltdr nval or later[)for wood
witla a Spt'Cific gravity of 0.55(Southern Pine)or allot,-able stress of the aluminum 1.-fc7crt cctntir .ettir.
2. Allowable load values are b wed tint la€mbet with till of the fotlokving charac ieristies:
€€, f..e7e.atcd in dry serx ic^conditluns here the mt-isturr contrnt elves not exceed 19%for all extended perlod
o fatale Such a%ill toost°Covued SIMCtttra S.
b. 1.ov..ated where it dices tivi€_xp rierce sttstained exposure tti elevated temtvratures that exceed 100 1"'.
Fur rmy other conditions,all t wable tabs values shall be trtultiplied by tile:.-related adjustment fact Sj(C,
andior 1",)in a>cr.,rtla tce with fhe.National 1}c5igtt tur i'ovd Construction l�ll7S-95),
3. Alluwablt load values are base'd unt.!'amber with a spvcitic gmvity of f05(S outhern Pine or equal).
4, AlJt+mmbir lc:id vnines`or tiff iffidrntt;al are based tilt a.=minimum penetration tit'2 !r inches into the Tonf rafter
nay ante 5/16 inch x 4 inch 1-ong wta€nl<'s steel lag wmv.
S. Alltowatbic vlkie,may not be him-atsed for iond thm,..rtiLn€tl a ctorda rice with Section 10.3,2 ttftile T IDS-05.
Uplift
Lateral
F
Page 3 of 4
EVALUATION REPORT r
umm
Report Number:. 0248
Originally issued- 0912012
Valid Through:. 0912013
4.2 Installation Rain test date and thickness Of Olumintirn fl;ashsrg
LZ Roof Mourrt must be irstaiied using the 5/16 irich for Roof dHashing forma Pipe f'erle�fratiti�st(ICC4�S#qt1
diameter stainless steel lath screw at each bracket 2136-200x3), lain test conformed to Uriderwiiters
location as described in the manufacturer's installation Laboralar<i Skindard for Gas dents, UL 441-96 Section
iris#tact=cans. I aq screw Must Penetrate into the roof 25.
rafter I niirirrWrn of 2 /,=aches. Prior to installation,the
roof rafter shall be bored with the required lead and Pest results are from laboratories in compliance with
clearance hole for tf-e uIlthreaded and shank port:arts ISQ/JEC 17025,
L
f the gaq screw as recruired ii SecUon 11.1,E of fhe
NDS -05. 'Threaded portio., of !I)e iag screw shall bo 7,O IDENTIFICATION
inserled ;nto its load !role by turning with A wrench aril
not driving by c.f?arrrrr€rkr. A die-stamp label +:n the flashing bearing the name and
Use Oi auxifirary holes tr the SHOO other tha i the tree of address of the manufacturer. the model number,
AP I`00 Uniform ES Marks of Corforrnity, and this
On extra fastener to stQP !lie shoe frorn rotating during Evalvat rari Report Number(ER-0248).
insl allatior, is Outside the st,ape Of this regrtirt
Flashing shoWd be irstaPed full urdet the shingle up t:?
the raised POrtii3a Of the fas?iing to Prevent water �A p � J ingress under tree sl rigle. Nc portion of the flashing •�slymi!d tie bent .,zD ard- till flashing must rest fully L S
at! -'r5t tl:e rOvsf st7irir lets. OthP,-WIse the 9aw,0r ar€d wind i3erfOrmanc.o niay be impaired.
5.0 CONDITIONS OF USE IAPMO 40248
EZ ROOf ftriortnt L-Foot Kit for Shingle Roofs described
in this report cornl)'ier; wvth the codes listed it Section
t.fl of this report subject to the following conditions:
5.1 E7 Rcof NIOrrrit shall be installed in accordance wah
lh s retort, Manufacturer's instrlllaliOrs and
the ccde',listed in Section 1,1.
5.2 t::alcsrlatiOrss to vorify 'fre imposed loads on the EL
Roof Mount assernibfy do rot exceed the allowable
roads contained in Tobie 1 of this report shall be
s11bm tell to tiie code official when requested,
(.I;cu€rations shall 1)(311 prepared by a registered design
nrofessiorial when rr:quired by the statues , the
jhariscIttic t'i where the work is constrouted.
6.0 I_VIDENCE,SUBMITTED
resting and aralysis data submitted is in cerfda rnarc-e
v"th Evalue"r.)" Crifgria for deist Flamers and
k.liccellxineous Gornect ors(IAPMO ES EC 002-2011).
Page 2cif4
EVALUATION REPORT(U
Ropert Nuttmber€ 0246 M
Originally Issued: 09/2012.
Valid Through- 0912013
Division: 06--WOOD AND PLASTICS 10 DESCRIPTION
Section; 06060—Connections and Fasteners
REPORT HOLDER; 31 General Description
FZ Roof Mount 1,-Foot Kit consists of 5 basic:
SunlNodotCarporatton co raponents: (1)shoe assembly with captive waterproof
'1905 SE 5 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 there over the shoe, (4)L-
EVALUATION SUBJECT Foot that is placed over the protruding shoe threads
and (a) hex cap that is secured or to the shoe. See
SunMoclo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2.
Roofs
1.0 EVALUATION SCOPE: 3.2 Materials.
Ise Roof Mount is fabricated from aluminum. Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum allay
will' dimensions of 2.80 inches in diameter and 1.00
• 2009 International Building Coded inches in height. It is held in place using one 5115 irc:h
2009 International Residential Coder+ diameter lag bolt that Is 4 inch in length and made of
• 2006 Irlerrational Building Code'D stainless steel. Flashing is fabricated from sheet
• 2005 international Residential CodeQ aluminum with dimensions of 10.0 inches in width. 12.5
1.2 Evaluated In accordance with aches in length and 0.04 inches In thickness.
:
L loot is a 2.00 inch long uregual leg angio made from
• Evaluation Criteria for Joist Hangers and 0063-T6 alurninurn with dimensions of 3.00 inches in
Miscellaneous Conflectors (IAPMQ ES EC002- depth. 2.00 inches in Width and 0.24 inches in
2011),Approved March 2011 thickress. It contains a 0.375 inch diameter round hole
• Acceptance Criteria for Roof i"las?aing for Pipe With ra 0.83 inch diameter chamfer (in base) that is
Penetrations(iCC-ES AC286).Approved sprit 2010 located in the venter of the base leg, one slot
measurir3g 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, wh0ch has a scallop front and rear
• Structural face. See Table 2 for component material properties
• ' leather Protection sand figures,
2,0 USES 4.0 DESIGN AND INSTALLATION
FZ Hoof Mount L-Free' Kit for Shingle Roofs is used to 4A Design
mount molar systrerns and other rooftop devices such as
satellite dishes on WWII shingle; roofs with woad Tabulated allowa—ble loads shown in Table 1 of tiai:s
rafters underneath, report are based on allowable stress design fASD);
Adjustments to these values are reyulred for wet
F7 Roof Mount is sfiecifically designed to be used for service conditions, sustained exposure to elevated
installation of solar p4arels for electric or hot water temperatures, use witfi fire retardant lumber or with
prodintion on roofs with slopes from 3 fts 12 rinils lumber whose specific Gravity is less than 0.55
mlical in 17 units hUrizontal. (Southern Pine). Allowable values based orr fastene=r
strength may be adj,usted for duration of foadirg, See
footnotes of Table 1 for more detailed explanation,
Page 1 of 4
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=7=
Vreeland Design Associates
An integrative approach to design engineerinq and site olanning
Date: y4orcr/bor9O"2Ol5
To: AnnDoonoer
11odNGae1So(xr
l3b Elm Street
f|o1fiw|d, N/f/\ O|O30
From: l}avid\/rcn|ond, P.E.
Vreeland Design Associates
Re.- Lbes(czBrovvn` 97 Hinckley SLNm1honupk`n. MA: 0buc|oro| assessment nfexisting
house roof to support proposed mo}armzoy.
On l0/27/l5, v/c conducted o site visit k/ investigate u(benximiingmooyhnnnin�nhuihchuoae [lx
the proposed P\/pm 68/c| installation. The roof |9iacdcuuxbuty|ebouocoro2x6
ra8czn, installed.at 16" oo'cooic;, spanning |2`-0" with n4/l2 roof slope, 3x4 ceiling Joists are
u<iuubed to the boikonuo[dbeon8cronoJ prevent the roof frocuspreading, 10 diagonal tension
bruccohuvcbccoinn<o1|eJ24`` |ioru1hehdQoouhu1hsideufthczoofaodouglodunnandurc
attached to the 2x4 ceiling joists to lirnit the deflection oVthe ceiling joists. The roofing is asphalt
shingles. 21 P\/ solar panels are proposed to be nzoou|cd on the west roof" Ductotbcapomnf1hx
ruOursLbupveo( roo[*iUhovck` bcrcinD1rocdbyioa(oJ|iug2x4diognuulhznrc0000bovvobe\ow:
V1�� T
|bave rcvioned the inounting detaUnt(-.)r the proposed array. Based ona9Y panel mit'vveightof'
opproxbooto{v]O lby, ni(h |he.oltao&nico1 points o[the array placed atonluxiuzun}o[4` oil center
and staggered to rninirnize the load to any one rafter. the reinforced west roof frarning will be
adequate io support the proposed P\/array.
Mease contact me if you have any questions Or need additional infiorrilation.
Si/)cc,c|y, VI"OF
DAVID A.
T_JCkA�~J VREELAND
David Vreeland. PE CIVIL
Vreeland Design Associates No.46317
115 River Road, Leyden, MA 01337
Phone: (11]) 621-0120
Email: dvree|and@vehzon.n£t FOX: (413) 6Z4-3282
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The Commonwealth of Massachusetts tint c��m
Department of Industrial Accidents
t H _' Office of Investigations
I Congress Street, Suite 100
w? Boston, MA 02114-2017
a www.mass.gov/din
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
Are you an employer? Check the appropriate box: Business Type(required):
1.❑✓ 1 am a employer with 10 employees (full and/ 5. ❑ Retail
or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment
2.❑ 1 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] g• E] 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]*
4.❑ We are a non-profit organization, staffed by volunteers, 1 1.❑ Health Care
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.
**If 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#1.
I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy information.
Insurance Company Name:Hanover
Insurer's Address:97 Hinckley St
City/State/Zip: Northampton, Ma 01062
Policy # or Self-ins. Lic. #WHN 5715134-02 Expiration Date:4/8/16
Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date).
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 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.
I do hereby certify, under the pains and penalt' s of perjury that the information provided above is true and correct.
Signature: Date:9/21/15
Phone#:413-247-6045
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
1. Board of Health 2. Building Department 3. City/Town Clerk 4. Licensing Board 5. Selectmen's Office
6. Other
Contact Person: Phone#:
www.mass.gov/dia
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder: Phillip Baunsgard CS 10 6113
License Number
41 Heath Rd Colrain, Ma 01340 6/7/17
dres Expiration Date
413-247-6045
SilWvure 10, Telephone
9:.Etbtltster+3d,.HtitCh 1111p1tiYt3trtBilt:t;antralctar: Not Applicable ❑
Northeast Solar 169641
Company Name Registration Number
136 Elm St . H field, Ma 01038 7/14/17
Address -- Expiration Date
Telephone 413-247-6045
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...... ❑
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 shall 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 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
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing ❑
Or Doors D
Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks (L7 Siding[❑) Other[0
Brief Description of Proposed Install 21 solar panels on residence i
Work:
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
6a.,if fti VhdUtd and or iddition td okitilho tdodwihw:
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
Chester Brown as Owner of the subject
property
hereby authorize Northeast Solar
to act on my behalf, in all matters relative to work authorized by this building permit application.
9/22/2015
Signature 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 and penalties of perjury.
Ann Bronner
Print Name
c � 9/22/2015
Signature of Owner/Agent Date
Section 4. ZONING All 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 Department
Lot Size
Frontage
Setbacks Front
Side L: R: L: R:
Rear
Building Height
Bldg. Square Footage
Open Space Footage °%
(Lot area minus bldg&paved
parking)
#of Parking Spaces
Fill:
(volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DON'T KNOW � YES 0
IF YES, date issued:;
IF YES: Was the permit recorded at the Registry of Deeds?
NO Q DON'T KNOW 0 YES 0
IF YES: enter Book Page ' and/or Document#j
B. Does the site contain a brook, body of water or wetlands? NO UX DON'T KNOW 0 YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained Date Issued.
C. Do any signs exist on the property? YES 0 NO ®X
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO
........................ .
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading,excavation, or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 NO U
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
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City of Northamptontiit
JAN 1 2016 `, Building Department dutbbutr#�#v ��O
212 Main Street x�
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phone 413-587-1240 Fax 413-587-1272 plofttI �
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
97 Hinckley St Map Lot Unit
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Chester Brown 97 Hinckley St, Northampton Ma 01062
Name(Print) Current Mailing Address:
Telephone 413-584-6373
Signature
2.2 Authorized Agent:
Northeast Solar 136 Elm St, Hatfield Ma 01038
Name(Print) Current Mailing Address:
/L a� 413-247-6045
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by ermit applicant
1. Building (a)Building Permit Fee
2. Electrical (b)Estimated Total Cost of
Construction from 6
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection
6. Total=0 +2+3 +4+5) $21, 768 Check Num 4 175-
This Section For Official Use Only
Building Permit Number: Date
Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
File# BP-2016-0894
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD01038(413)247-6045 Q
PROPERTY LOCATION 97 HINCKLEY ST
MAP 23D PARCEL 188 001 ZONE URB(100)
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
T_ypeof Construction: INSTALL ROOF MOUNTED 5.46 KW SOLAR ARRAY
New Construction
Non Structural interior renovations v
Addition to Existin
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
INFOR ION 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
De olitio De
oor
Signa 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.
97 HINCKLEY ST BP-2016-0894
GIS#: COMMONWEALTH OF MASSACHUSETTS
MapBlock: 23D- 188 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Categoa: SOLAR PANELS BUILDING PERMIT
Permit# BP-2016-0894
Project# JS-2016-001513
Est. Cost: $21768.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sq.ft.): 12109.68 Owner: BROWN CHESTER F
Zoning: URB(lOO)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT. 97 HINCKLEY ST
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 () Liability
HATFIELDMA01038 ISSUED ON:111112016 0:00:00
TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 5.46 KW SOLAR
ARRAY - repair must be inspected
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 1/11/2016 0:00:00 $75.00
212 Main Street, Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner