13-011 (6) 24 COLES MEADOW RD BP-2018-1140
CIS#: COMMONWEALTH OF MASSACHUSETTS
MamBlock: 13 -Oil CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A)
Cateeorv: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2018-1140
Proiect# JS-2018-002043
Est.Cost: $23594.00
Fee: $75.0o PERMISSION IS HEREBY GRANTED TO:
Const Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sa.ft.): 29620.80 Owner: BRADLEY MARILYN J&RHONDA MARIANI
Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT. 24 COLES MEADOW RD
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 0 Liability
HATFIELDMA01038 ISSUED ON:5/312018 0:00:00
TO PERFORM THE FOLLOWING WORK:ROOF MOUNTED SOLAR; 17 PANELS 6.12 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 5/3/20180:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
_ � (� A41A+✓ t
-- Department use anh'
CK oftksrthampt°n Stat"orPermit
Su inp Department Curb CutrtAreawey Partial
VAY 2 Man Street SerredSeplic Avaitabdity
Room 100 WatedWellAvaeabifiq
���qZ�Q mpton, MA01060 Two Sets of S4achitat Plana
°EPeoRivamDiquF@tas0i 'S -1240 Fax413.587.1272 Plovske Plans
Def spec4y
APPLICATION TO CONSTRUCT.ALTER.REPAIR.RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION t SITE INFORMATION
1 1 � Tnis section to W complete°by oHite
24 Coles Meadow Rd Map____ Lot- —u"°---
Northampton MA 01060 Zone_ Overlay Distnat_
Elm St.Di'tria Ca Dineip
SECTION 2-PROPERTY OWNERSHIPtAUTHORiZED AGENT
2.1 Owner of Record: 24 Coles Meadow Rd
Rhonda Mariani Northampton MA 01060
tarrn(,Mnnn - _ � (:aerr.RV+Orta RT.n46L' � —_—
///� _413-584-9207
_ t / IAnoM*n
4�awm
2J Ai_ tMrbad Agam;
_ Northeast Solar 136 Elm t Hat field MA 01038
%.irnlFt•rlt ' /} Comm LlAi.s Acri x
413.247-6045
SECTION 3.FeTIMAT O CONSTRUCTION COSTS
Item Efiemated Gou(Ottlsrz}rebs of lca5 _:se O�i•i
3oclMoided 6v aent! rC,
t. Sudtling Sit;Budding lenme Pee
2. Eleca l ib}Exerateo To:aCos:C'
3. PlumDng F Building Permit Fee
A. NeChanloal(HVACI
5,Fire IN"Noto,
C. Total=rr +2+3 +4+5 j 3594 CheGt Num-v .�
i e ly
'a
TMs ese atwn FaN�aiaiUsOn
,mm_._ __
Building Permit Nu Issuetl
Signat.ra'.
Rwang Cath
Section {, ZONING ui mfamaucn Mus:ar CPmptrra.rwlma(xn sr ar"M 1) r Po mm'oplHr inrcrmanch
Exisdtg Proposed Rcqui:cd by Zoning
'la '..
' Isuid,np
Get Siz;
Fmntagc
I
_ ._.. ....—.... _�....�...�6-_ _._...__._ _.... _ __ .._., __.._.
Snhacks From
c
Side 1.: R; ' R.
Rear
Building Height '
4
614,Sgnam Fabtege i� t
opni Space Facugc {
6"'�nm F},.t pe,il
of Pat
4tII: f
n14en
A. Has a Special PermitNanancei Finding ever been issuve (orlon Lie site?
NO 0 DONT KNOW M YES C)
IF YES,date 85uw-
IF YES: Was the xrruit tecorded at Vv Registry uI Deeds?
NO O DONT KNOW C YES C'
IF YES: enter Seek Page andior 0MVIllent c
S. Does the site contain a block, body of water or welfands? NO 0 DON7 KNOW 0 YES Cj
IF YES, has a permit leen or need to be obtained from the Conservation Colmnission?
Needs to be obtained 0 Obtained V . Date Issued;
C. Do arty signs exist Pa the proxity' YCS ND
IF YES,describe size, type and location:
D. A1C tNerC ally PtaposcKt changes{o fl[ add2iunl o'StgnS intrix!ed iw the LUapYT{yr% YES O ND V
IF YES, describe size, type and location:
E. Nil use tons"cacn aGlvltydeWlb{o dnr!g,g'daing,= Pivaken.orfillinpi overt acre eris,i can of a cpnNrrl plan
that 6i11 tarorb aver i ape? YES N0 a
IF YES,then a Northampton Swan VPatar Managment Fame from use OP,:v i8 required.
SECItON&OESCSIPTIQN OF PROPOSED WORN 1 fie k 11 a D mbl 7
New House ❑ Addition ❑ Replacement.Windows Aipntbn(y RoMng El
Or Doors O
Accessory 9131. ❑ Demokilon ❑ New Signs (r)j Docks jq S,ding II: j Other(X�j
&s'DesrAptron M Pro„^rned
M•aK: Install 17 solar panels on Roof
A lerat,on of aadtmg tecirpom^_Yes w_No Admng new bedroom_Yes No
ARached Nanatwe Ranaeatng unhmshed baseent Yes
Nans AaaMOd Roll Sheat _
ss.hf New house and or addition to existing housing,coms"llq the folloMM
a. Use of buftng:One Famiy"__ Two cam y O;ner
o. Nul'nter 6f rooms meach family uml: Numder of 9amroMfs__„�,_,.,,_
q. is Vere a ga*age a1mcned?
a, thogoosed Square footage of new o�+attucticn.�— Omens,ons
e. NUrMe,of Elonex?
t. Method of heavq? fireplaces orwcozstoves Nomberoleach—
p. Ersyy Oonsarrat,pn Cpma,ance. baassateck Energy Cemo:mno±form at'.ac^ed?_
n. Type of ocnstwoon
Is oo,,Shoct,on'w0m IDD f,of wetlandS?_-_Y4s —No. la mnsaLitOn 0 ihm 100 yt. hoodplaln Yes_N o
1. DePV of basement v ca+Iar floor sour txsisned¢ads
x. VCI budcang conform to the au d:ng and Zoning regulations? Yes_No.
Septic Tan%_,,, Cly Ssaer_ Private wall_,,,,_, Gly mater S:coty
SECTION Is-OWNER AUTHORIZATION-TO BE COMPLETED WHEN I
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Rhonda Mariano ,as O+.ner of me s.gec
propany
hereby'mu10orae Northeast Solar
to am on a1 +tlatisE io AQna 8udlenaed L7 floe k1Rt verlm apontatnh. '��
fi
9ryra:w¢oi ,rarer � Dmie
L Justin Annis/Northeast Solar .as onner-Athonzea
Agent norooy declare that the matsmerts and mfvrmmam on ole foregxng apphoirao,are sue and aco;ra;e.'o me seat of my+,mx ecle
aro ov,of.
Signed vnoe,the pans and panalros of Perjury.
Justin Annie
Pnrt 4n x
i
---
SECTION 8-CONSTRUCTION SERVICES
&I bo#nsod Construction a,u Is : Not Applicaole 0
Pl:ill p Ha::r^.st}arci CS10n123
4 :: 4.3 ::o-r:ai :+.a C'_3c^. 617/19
AbJ.EYY �� —� _X➢nJLKI�JJ Y .,
413-247-604F
&g are L 1 pnan � �
4.Rwistened Name hnaweraam Contractor: Net Applecatwe 0 �—
No.c'Lhaast Solar 1E9641
LdiDR887LHdtOff � �- Regisyst,artaurnpm
136 Elm Sl . HaL2ield, Ma 01039 _ 7/13/2019
_• Telephone 413 -147-6045
SECTION 18-WORKERS*COMPENSATOM INSURANCE AFFIDAVIT(M.C.L.c.162.E 25C(6))
Workars Comoonsa:iun Ins:rance aftidawi must be 00110aled and aubmrtea w1h this Seel.-Catrn.Failure sn prm+0e m's affida•::I rut res,:
M the demyl of tf»+savant¢of Ire build» Down,
Signed Affmawt Attached Yea.......$) Na__. 0
11. - Home Owner Exemption
TM cwrnu excerption for"iwnuownen,"was extended to iiulude s of one l l) or 7woi2)fanA:res
and ro a:tow•such homepwv cr to eYpge as irJ?ividual for hire who do is no:prf ivs.s a Ncensc.provided that the owner acts
as laplertis9r.CHR3v'jLj/h ExRd a sceNan If1E 't e I
DSHadlen of Nem oxeer_ on wcick lusic re3idas ac tnxndn to:cede.en u4:i:7e i tMe
is,or is(mended m bc.a one or rao farri5'dwcDidg,ausch cl o:detached s;surtscs acccssay to sura sea,and!or farm
struerta:a.h Person bo constructs mole than one ham in a two-year oe 1 d shall n t be considercO a A meow er.
%Mph"tmn'so nC%`shall wlm:a to the Nuikding O!;uiat en a farm xcepsablc to t*c i3u:idi�g[)iticiai�tbat he+sha shall be
esdq db)1fo Hsueh» rkocrfmmad under the building permit,
As acting Constraeesoa C eYr.slmr vow Ma;tnce o^L*.c j¢h sit_'+Zl is rrquiesti f:arn time hi time.¢tins zrC upon
cnmptction of-the work for which this pcimit is issued.
Also be advised fiat with Ivtercnee to Chaprer IS:(Wc:ker:: ComnMralion) and Chsptcc i i3(Lixbiu:y of Employer,t+
F:uspia}•ecs fo:;njtcia am resnhing in(!cath}vfthe?iassaehuscssx Cicnaai taw•s.Aono,a:e i.sou mat he Hable for p;rsun(s)
)Du hire to perform work 0x you acorn It v pccrmc
The undersigned"homwwmr"cenikce and ass itis rCT,0rns(biiic1 C:r eon:;sliancc .114b U=State Nuiiding Cxic,C q of
Nonbamptcn Ordinames.Stare and Local Zoamg Lawn and General Lawi Arna;atcd.
Homcowatr SlgaHure
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: �)q ayL a OlAa d ow j2�.t
The debris will be transported by: NEE r r,3 -1, r-,a_t� 4 �
The debris will be received by: t45 o 'Xti ,tjj, gjk rt 4-e Iy l &..tv/� f^f D' u��
" �
1
Building permit number: J
Name of Permit Applicant : N,) Dar .J- Sa e^rt
D to Si n lure of PermitQicnt�
The ConsononweaM ofMassachnsew F Pnntform
Deparsraans of Industrial Accidents
7 Office of Investigations
1 Congress Suwes,Suite 100
Boston,MA 02114-2017
nerao.massgovldia
Workers' Compensation Insurance Affidavit: G eneral Businesses
Applicant Infermation please Print Legibly
Business/Organization Name:Northeast Solar
Address:136 Elm St.
CityfState/Zip_H stfield,Ma 01030 phone#413-247-6046
An you an employer?Clark she appnp Him Eex Basysas T7pe(regnind)'. —
I.❑✓ I sm a employer with 17 employees(foll and/ 5. [j Rat"
of Pat fime)! 6. ❑Reaau meal?atEatingEetablidtm no
2.❑ Iem .sole proprietor or parunxship and have rn 7 Office and/or Sale.(nicl.red estate, auto, etc.)
employees workiugfor se e in my capacity. g ❑Nanpaofit
[No wcrkcs' camp.insurance xtquiredj
3.❑ We are a corporation and its officers Save ex er cised 9. ❑Entermom ed
tbtir ngm of exemption per c. 152,§1(41 and we have 10❑Mrsofadiong
no employee, [No workers'compinsurance raq,,,c ]* Il.❑HeelthCare
4.❑ We me anon-profit crmu..hon,nalledby voluntsen,
with.etoptoyees.[No workers'comp.tratrmce xeq] 12 Other_
*AnY aPPtk'mttbII c]ecks bon A mat abm fill cutee,ecficinbeW..luvienlMrwodrers'eo�avatimxpolsy id'mmati�
'Rf deco re tecirea tutu«emPtrd8amu2ms,hut t'acmpsmtl awe arkazexrydayeer,awadmss'eon@aaafirn reticyu agaied mid such.
or,mormon'bodd clack b ou#1.
lama.ampbyarthar irpaovfifixg worhars'campanmiiou ixaaraerefor top amptayoer. Badaw istho podfry dvfomeataox.
Irreence Company Name.Ewgi
ins�nez'a Aadreaa 24 Coles Meadow Rd
City( tmelzip_ Northampton MA 09060 _
Policy#or Self-ins.Lic.#EWGR000260517 Expiration Date.
Anach acopyof theworkers'rampensuanpogry declaaatren page(assuming Chepolicy numb er amt eaph tiondale).
Failure to secure coverage as required under Section 25A at MGL c. 152 can lead to the imposition of criminel penalties d'e
fine up to SI,500 00 andior ane-year omprisenmerd,as well as civil pendtes in the Form of e STOP LV RK ORT)ER and a fine
of up to$250.00 a day mins[the violator. B c advised fiat a copy of the statement may be forwarded to the Office of
Irnastieatims of the DIA for irnwarse covaraga verification,
I do hereby certify,undo'A ins and Pae am.ofp.d y it as the information poovidad.bore er true and caned.
sign,core, I - Data
Phone a 113-247.6045
Q/f4cial use only. Do notwdte in alis areo,b be mmplated 6y rely or Town aJcdaZ
City or Towx: _Permi"icemse#
Isming Authority(cbak oto):
1.Board of Health 2.Building Department 3.CRylfnwn Clerk 4.Licensing Board 5.Selectmen's Office
6.Other
Contact Person: Phone x:
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Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: April 27,2018
To: Justin Areas
- Northeast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P,E.
Vreeland Design Associates
Re: Rhonda Mariann,24 Coles Meadow Rd, Northampton, MA: Structural assessment of
existing house roof to support proposed solar array.
I have investigated the existing roof framing of the house for the proposed PV solar panel
installation. The original 24'x 44', 1-story ranch style house was built in 1957-The rafters are 2x6,
appear to be Douglas-fir, in uall2d at 24"on-center, spanning 11'-8"with a 5.5112 roof pitch.The
2x6 ceiling joists are attached to the bottom of"the rafters and prevent the roof from spreading. The
roofing is asphalt shingles. 17 PV solar panels are to be installed on the southwest facing roof of
the house.
The existing 2x6 rafters have too long a span to meet the current building code requirements, The
south rafters supporting the solar panels need to be reinforced by installing a 2x4 kneewall located
2'-6" in from the exterior wall to reduce the span of the rafters. The vertical 2x4 can be attached to
the sides of the rafter with 4—2Vi"Timberl-ok,or equivalent structural screws,and toe screwed
directly to the top of the ceiling joists or toe screwed to a 2x4 plate that has been attached to the
top of the ceiling joists.
I have reviewed the mounting details for the proposed solar array. Based on my calculations and a
PV solar panel unit weight of 424: His,with the attachment point's of the array placed at a
maximum of 4' on center and staggered to minimize the load to any one rafter,the reinforced roof
framing, as outlined above, is adequate to support the proposed PV solar array 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, tN or,ya��
DAVID A. 5G
vnCVIND
CIVILU
David Vreeland, PE No.aeatr
Vreeland Design Associates ��k9`rGIST "e
`�SSIONALiyt
116 River Road, Leyden, MA 01337 Phone: (413) 624-01.26
Email: dvreeland@verizon.net Fax: (413)624-3282
EVALUATION REPORT /oxr
Report Number; 0248 1�- -
Originally[.sued: 99!2012
Valid Through: 0912013
Division: O6-WOOD AND PLASTICS 3.0 DESCRIPTION
Section:06060-Connoctions and Fasteners
3.1 General Description
REPORT HOLDER:
EZ Roof Mount I-Foot Kit consists of 5 aril.
SunModo Corporation components. (1)shoe assembly with captive waterproof
1905 SE Sw St,Suite A washer,(2)lag bolt to fasten ihreugh the shingfec.to file
Vancouver,WA 90661 regi rafter, (3)flashing that is paced under the row of
shingles above life area and 14em over the sees.(4) (-
EVALUATION SUBJECT Font that is planed over the protruding shoe 'Arcade
and ib) hex cap that is secured or to the alto=_. See
SunModn E2 Roof Mount L-Foot Kit for Shingle Figures l to 5 in Table 2.
Roofs
3.2 Materials
.0 EVALUATION SCOPE:
LL Root Mount is fab<Icatei from niurninum_ 9hrz
1.1 Compliance with the following codes: assembly 's fabricated using cast 19 aluminum alley
will, i imoisrons at 2.50 inches in diameter and 1 20
• ZW9 haterrationat Ovardng Codas - Inches in height it is herd a place mr-9 one 5116 it
• 2009 International Residential Code@` - diameter lag bolt that is 4 Inch in length and made of,
. 20(i6 International Building Coded stainless steel. Flashing is fabricated 'ram sheet
. 20(161nternational Residential Codd aluminum with dimensions of 10.0 inches in width. 12.5
Irchez in length and C..94 inches in thickness.
1.2 Evaluated in accordance with:
L fool is a 790 tarn long unequal 'e9 angle made horn
. Evaluation Crite•ia for Joist Hangers and 60346 alumfrum with dimensions of 3.00 arches in
Miscellaneous Connectors (IAPMC E5 ECO02- depth. 2.00 1ne4tes in width and 0.24 .&Sias in
2011),Approved March 2011 thlckress_ It contains a 0.375 inch dlamoter found hCto
. Acceptance Criteria for Roof flashing for Pipe wth if 0.63 Inch diameter chpmfer fin basal that is
Penetrations(ICO-LS AC286).Approved April 2010 located in ilia center of the base leg_ One sot
acus grog 1.64 inch lung by 0.40 inch vndv cocas in
1.3 Properties Evaluated: the center and Is located 0.30 :"ones from if top edge
p o' tire vertical eq, which has a scallop front slid rear
• Structural face. See Table 2 for component material bromides
• Weather PrNecoon and figu+es.
2.0 USES 4.0 DESIGN AND INSTALLATION
FZ Rcuf Mount L-Foot Kit for Stungie Roofs is used to 4.1 Design
mount sular systems and other rooftop devices such as Tabulated stooped ioaas shown in Tabic 1 of Ilii;
satellite dishes on asphalt shinglo had with wood
Tatters underneath. reportare traced .Halvese e re deign (ASD').
Atljustmcnls fp theses e values are required far urea
EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevmud
installation of solar panels for stroll, or hot water lemperatures, use with are retardant 'umber or with
nrednctlon on mots with stage, from 3 to 12 units lumber whose specific gravity is less then 0.55
vertical in 12 units horizontal. (Southern Pine)_ Allowable values based all fastener
strength may be .dusted for duration of loadhrg. Sec
footnotes of Tanis 1 tot more detailed explanation.
Page 1 of 4
,._ m =e.mw«.e:ans*ma m:m.b::e.v.�ea..+,+ . a,.,»s-.rc w .-ne. n„-T-.r;:
EVALUATION REPORT
Regain Number: 0248
Originally lea9ed: 09!2912
Valid Thverile 09f2043
4.2 Installation Rain test data and th'ckness of aluminum flashJrg
submitted is in conformance with Acceptance Crileda
EZ Root Mount must be installed using the 5115 inch for Roof Hashinc for Pipe penetrations (ICC-ES AC
diameter stainless steel lag screw at each bracket 206-2608), Rain test conformed to 010e1xf1k's
location as described in the manufacturers installation Laborabry Standard for Las Vent's. UL 44 i-96 Section
insli,oPdn6_ i art
screw must penetrate into the roof 25.
rafter a mini of 2 h inches. Prior to Installation,the
roof ratter shall be bored with the required lead and rest results am fro^ laboratories '.n cor'.pbance wan
ciearance hole for fire urtlhearm d and shank portaxer ISOITEC 13025
of the lag screw as and an Section 11.1.3 of the
NDS -05. Threaded portion of the Tag screw shall be 7.0 IDENTIFICATION
insedad into Its read hole by taming wild a wrench and
not drmng by a hivrsror. A one -, label in tire Flashicg bearing the name ane
address o+ the manufacturer, the nodei number_
fish of auxiliary holes in the Shoo other than the use of IAPMO UnlForrr. fiS Marks of Coriormity rind this
an extra fastener to stop the shoe from rotating during L--valuation Repel Nmnbar{ER-0248).
Installation is outside the scope of this report
rushing should be installed full under the Shingle up to (1 U \_
the raised portion of the Cashing to prevent water Mo F nu
Ingress under the shingle. No portion of the flashing
should be bent upward; the flashing must rest furry L:S
,gains;the roof Shingle, Olhelwise the water and wind TM
rennin may be imparted, iAPMO 116249
S.0 CONDITIONS OF USE
EZ Roof Mount L-Foot Kit for Shingle Roofs desolbed
in this report cenlplles with the codes listed in Section
1,0 of thio report subject to the following conditions:
5A EZ Roof Mount shell be restated in accordance with
rh5 report, manufacturer's installation instruction and
the codes iisted in Section 1.1.
5,2 Calculations to verify the lmpnsed loads on the EZ
Roof Mount assembly do not exceed the atiowable
loads contained to Table i of this report strait be
subrage.d to the code official when requested.
Calcougerns shall be prepared by a registered design
professional when required by the statues of Ore
jwisdiclicn where the work Is constructed.
6.0 EVIDENCE SUBMITTED
Testing and analysts data submitted is in conformance
with Evaluation Criteria for Joist Hangers and
Miscellaneous Connectors(IAPMO ES EC 002-2011 J.
Page 2 of 4
EVALUATION REPORT
N �
Report Number: 0248
Originally IS.Ued: 0012012
Valid Through: 0012013
TARLL is ALLOWABLE LOADS FOR F.Z ROOF MOUNT L-FOOL'WT
i.oad lrlxectEun Ulfhnvte LnnA Test i.n»tl mt 'Pat Lovd a[ Crticu lxtert AOn+vnhle
Scst t'vine 0.250 inch 0.125 nwh Fvn(tnex/01eta1�
{see fiemv below) F.S.^d.9 deOecflmt A0ocfiou� Stxx 1 11, Desigu Luxd
Upi10(Withtb'awui) 714 1,800 695 341 3u0
laic;ni 260 240 130 15i ti:�
Nttca —^
I. Allow'abie(oad ralucs are based on she ioaat vniuefmm lnc ol6ma:e bird nfthmc(este(s!nagib Emit),!es¢ai
load m P_125 iech+kflection(MIrC inn fins),caieuinlcd fnsl.v"'pvmi;y(witiidr.�wa!ar latexp fr.r wcad
wiW' aspeaf;r.grarity oto.55(SonihemFin,)yr afro+vabie shay urfhe aln.vnc.na.faot conrrvrtor_
Ailo xbte load vaicls rebassd nn htmbtr with a➢ohne radio ving chm; tt 91s
a, t wwd in dty¢c ice+nnAtuons Mwe themoistury mnrt does not mace d :W�,Iur.n ml ndvd ixeind
oltww In6, in on"t[.'Cred bn.oi.,
h. Lucaned+,here it d.n,nut ex pedeoce»ostxincd vx;Iesute w cleva+ed teory+rannes Ihnr mmeesl too'i .
Per 1n) iher lditir ns all n,ahlatah ai es+hold be ruhtpfred bpshe r lasni adtnsunc:i ne toKc){C ,
mtd/ur C J so at utdanc wtl6 aht Netic na!Ut san Spcetficat au 4 r WadC Inst um t(tiuS Os7
7 A!!os 1 Ie I d mine,web sed.m lumber sx'B r spccl6 h a n•oi0.5"(Soufrert S'nc c uyt 0
d. Alh vuvblc Innd+rhos fw w thtlntaai urt ha ed m n;lnun ni F ne+mEry t > mel es inm I; :z. f rJ+.cr
by un 51(0 mdlx4n ekt} ng stxmies sf ell g.amv.
3. Alloxmblc onium tnnY not bo mueased ter fonA d+ralwr ttaccn Au.w++:tb.See to If.;2cf!t 405-05.
Uplift
Latera!
I
I e,.
Page 3 of 4
EVALUATION REPORT ('
Report Number: 0248
er191aa1ty Issaed: 0%2012
Valid Through: 0912017
TABLE 2:MATERIAL PROPERTIES
Com-ponent Metenai i
Yhc � i 1lwn nutt by Au3UAA 1't3P.e� ._
Wamrnrcx tVesFler Et UMwlhd on Kr of g f(11
IB U }M4 slam�ev steel ASTM A 240
fiot � Al.�min n atto5 Ot S-R Ah(\ H 21�
Hcx CRP llL,A�SIIAA 13800
Ilaahu Alu yin R 1010 ASTM B20_
EZ ROOF MOUNT COMPONENTS
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Fig.re L'lme Assembly Figure 4:1Ica C.I,
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EVALUATION REPORTu u�
Report Number; 0248 ^- -
0rteleally Issued: 09/2012
Valid Threueh, 0s12013
TABLE 1: ALLOWABLE(AADS RUN EZ ROOF A101NT 4FU TR Wil (lba),'s'''"
(tltimale Lead 1"eai)mad at Test Load at Cakaiated
Lend Airtciiml Ulervablc
Test Yalee 0.258 inch 0124 inch FanSO"" ltleta!
(sec tiguet holow) Resign Load
F.N.=3A delleetlpn tle0emiun Siren th
UpliR(withdrasval) 715 1.800 695 140 i40
i.mvml 2G0 140 130 153 130
Nous
L rillomabie road vaiucs aIc based an the least value Gam the,dliemLL:had of Cucc Icsts(.vtrenglh Inuiq.Iesiwl
i{ load at0.129 trtd+dcfiectimt(deQcctioa im,k),calcula,cd Nstcacr capacity(widtdrnwaim la;erat)ii—u^md
Wllh a npeciflc yravf4y of O.SS(;3out];em Rlne)a,all of lair olimml'thc eNpmlam l:kaournneCsu.
A i:o•.vnbic Inad vahles arc bused nn!umber with al;of the following eharacro:ishen'.
a. 3q<ated in dry service egnditmns+ohere ibe rloiyfum mntcm Lacs not exwad I9".'o for an cxaended period
U lime such us in m c,t w,amd stmcturm
b. 100°E
lu, any.11,vcm+diw.n 'allowble Ixble valuesAa11 be niu!liplied by the rcfalcd zdi ushnen I f,4,Wr )W,
alnRb,C,)ist a.<oldzsce with cqe Nalioroai Design Sptttfication for tt`nod L"nnstructicn(NUS-03).
L4.
Allawablclmrdvaluesam bawd un lumber with aspccifcgravtty x£0.55(Swthcm P6ncorelveE)^AOowebleloadvalue nlAliu»able ' tats Wray mil be lmwased(a irad dura[i rl n1 ac'mli ec u-iih Secbtt EO..;.2 Cihc 405 OS,
.:atera1
M1I�Cn p
I ��� � ,-�!!'*•�.\ i'1 �_�� _IROHRIOGE..
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cll n.ac ._rns nar_vn,i3 i.,ae EAli, a uu+ +w� t'^3, , ..
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i IR 201
T3 .11 Fl� 11_lin,"tA .y xleva,ba
Northeast
F,ia-
-,, 71-E
Typical feet placement w/
16" o.c. rafter spacing ► (— Ih I
A Tit—
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LL-
Fill
I ( I
I
Typical feet placement w/ T
24" o.c. rafter spacing
LG innovation for i
❑fes Good
Better
LG Ne0N' R mm,M' ME
LG NkONa RIs new puwir product with glebal top level
perforer,r,v Apphe0 new cell stfuceure withou[electrodes
6/ ���� on the front LG ri R max i pro u vanen,Right /� /
Uand enhanced is el3hllity LG N ONwR demonstrpto5 Lb's 1 C r
,{fart,toacoaw,Testator's wri 6ey>nd efficency.it iii _.
features enhanced warranty durathIgly,performance under
real envirom++e nt,and aesthetic�gsu{n suitatlie inr roofs
Enhanced Warranty �• Hlgh Power Output
To raw ffe 25 yea,U d t xt m modue 6' h LGNcoN'uh bre resigned c
,thear waverAa OL NeOt Rtla 'n 9 fi '. t 'y"ar its agent mak 9aeftiue'u
enhancedpoirmane warranty After 25 owes,LG rented as.
NAJN"R Is guaranteed at leave 8 0%ek Initial anfernarn e
AMMON Aesthetic Roof Outstanding Durability
L6Nnoe1 has been he 9 1 Theesm wenn Nth aH. ! Ifamedor 1,L6
Third n.as be the rest dwitmak' NON H am 1 F.inn,lead s,,600ULit
pbwu rm)f esPretty.L Hapatre R or,re,es, ."toad 1 Is 54W Pa
the Value of N property wide Its modem design.
GSetter Performance on a Sunny Day Near Zero LID(Light Induced Degradation)
LG WON',R now performs tetter on a sunny The mnype cells used m LG NvOW R have
day,,thank,es eenptaeitemperami'e meffitianc airtmst no boron,uefi rn"'aase the mitibt
performance degradation,reading to less LII).
About LG Ereathrr-w
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LG NeON' R WIZIEW FECIEZU�0312119-3
Mechanical Properties Electrical Properties(STC*)
Cetiz GxID Madute 365
CellVondor D, Maximum Power(P—) 3<S
eetlTypu MMPP V.,p,(.") -
.zz
CeflMmen—p, 16 l]x 1617,,,,(6ethez MPP Current llmpp) 1395
Dimensions(.r W v On 1100,1016x 10 mm Open Grcult Voltage(Vot) d38
6693 a 100x15 -n-n 19^
Frunt lead 6000Pe Module Efflue,cy ,.
Rearoad ti1001, Operating Temperature
Wegh, 1351, marnerm SyaemV 0...e 1000
Connector Type MCd Maximum Series Fuse Rating 20
)unYtran aox ,N69 Wa43RypassOMes
Length ufCable, II'D ,nxIea
Glass wgn Tanpmisnun TrmpereA glass
came , ..7,ao,.. .,.:,.....
r Arotl¢alfvfienmmm
Electrical Properties(NOCT*)
Certifications and Warranty
Module 305 36a 355 35D
ler6fic'xtlons 16C 61215.IEC 61J30-L.2 MaxLnum Plrvru(Pmnx) '.95 v 1.
M 1-03 MPP Vohgµ
a (UmPP) r,o z,a
rC 6 1701(Salt ,gr 'sst) MPP Current(Impp) - 7x1 13, 712
IFC 627 15(Ammo,la mso,f_esq open car."Voltage{Vot) __ 112
Sa goal Rrn Ciro,.cnrrmo(I>Q 3vo -
59 E]
Modur Fre Perfn'—rar(V1.) rwe 5.m r ...n c a o..,. -.. -
fk ",naer,cl-sC(,C URI CI?Cs?
PmdnIl Wunncy - L5yeen
Output Warranty of Pmav 4,in,arwarranly'
..._. Dimensions(min/in)
Temperature Characteristics "l 'r51 Z
NOCr .� /+os3T
Pmpp 30 A"( ,•
Vee 0 24'/.P!
Ise 001°6PC — — -
Characteristic Curves
s Cl
L L J_ TF-1
&. P _T w ryo xretn
® LG
ues Goon 0 . . C"n WIPfi3. rt
C d7.o 6E1 Ing vs. d ,nwa:wY,raSea+ure
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