06-064 67 CHESTNUT AV EXT BP-2018-1157
CIS 4: COMMONWEALTH OF MASSACHUSETTS
Map:Block:06-064 160q CITY OF NORTHAMPTON
Lot:-000 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-2018-1157
Project# JS-2018-002061
Est Cost:$25839.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Grouu7 NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(so.ft.): Owner: WEST DALE M&HANNAH L DURRANT
Zonig Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT.- 67 CHESTNUT AV EXT
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 Q Liabilitv
HATFIELDMA01038 ISSUED ON:5/712018 0:00:00
TO PERFORM THE FOLLOWING WORK.ROOF MOUNTED SOLAR, 22 PANELS 7.04KW
POST THIS CARD SO IT IS VISHILE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House N Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Deoartmen[ 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:
FeeTyne: Date Paid: Amount:
Building 5/7/2018 0:00:00 $75.00
212 Main Street, Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
DocuSign Envelope ID:O EWEE012D 3C6-A MB BD14609BN I RECEIVED wt3r
DepBINIMIt uset call
City of Nordiamptor MAY - POWPlanift
Building Oepartmen CurtiCuIlDriiiamest Parmlt
212 Man Street ty
Room 100 DEPT OF DUnDI
NoMampton. MA 01 en cheat Iebam
phone 413.587.1240 Fax 413-587.1272 PkxlSda Plus_
Other Spoft
APPLICATION TO CONSTRUCT.ALTER REPAIR RENOVATE OR DEMOLISH A ONE OR Two FAWLY DWELLING
SECTION t SITE INFORMATION r d Pralleft
This section W be completed by-a.
24 Beaver Brook Loop Map Lot Unit
Leeds? MA 01053 zone Overlay DlsMc1
Elm SL Oigritt Ca District
SECTION 2-PROPERTY OWNERSHIPIAUTHORRED AGENT
2.1 Otvrlw of Record: 24 Beaver Brook Loop
Hannah Durrant Leeds MA 01053
\aRa(Yr,nn ��� 4urtarr swill AComas'
���� QaYYaMf 413-320.7053
Irywrrgr9
Sgrusua
2.2BW�damL
Northeast Solar 136 Elm St, Hatfield, MA 01038
VIrn(Worry (cure¢ewing mill .
413-247-6045
Sgivrlum TNeplere
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Rem Estimated Cost iWianil b be Official Jse Only
coinaeted (cant
1. Building A: Buddinc Permi:=ee
2. Secblcal t.' Estimated Taal Cos-.c'
Ccnstructicn from f61
3. Aurroing - Budding PermRFee
4. Macharncal;HVAC,
S.fire Proactan
6. Total=11 �2.3�4 51 $25,839 Chect Nun: y
Thla Secean Fw Official Use Only
+
Building Perini:Numx•: Date
Simat_ : 1/0-11
W uNv ,nm B:nrerYrahprx;r c•tlwnnq.. Lek __.
Dc=Sgn EnwbW ID BCEO]EE612D&43C&AEB4-0 BD1460 W
Section 4. ZONING cI imvmxtm+ v ac crnnpirtM.rwnM Can ar orrnrp rwr 1u arco Ner rrr r W
Exisung Proposed Ra7uirnd by Zamng
uui a�rx�ma
Lot Siz:
Fmnt2gc
Setbaclui From.
Side L. R: L R.
Rm
Building Ncigix
Bldg.S Iaar F..agc
Open Spats F—sc
.gra •e:n+rt:.ra
vrs
=ofPurtng Spin
F:II:
A. Has a Special Permit!VarraneelFinding ever been i531.cd for ion tie site?
NO DONT KNOW � YES Q
IF YES,date issuod:
IF YES: 'Nas tris Dcrmit recorded al Inc Registry of Deeds?
NO O DDNTKNOW O YES O
IF YES: enter Book Page andlor Document C
B. Does the site contain a brook, body of water ai wetlands? NO O DONT KNOW O YES O
IF YES, has a permit been or rived to be obtained from the Commatron Commrssion?
Needs to be Obtained O Obtained O . Date Issued:
C. Do any signs exist on the prpxrty? Yrs Q NO O
IF YES, describe size. type and location:
D. Are there arty proposed chaI tow additions of signs,intended for the property? YES O NO O
IF YES,describe size, type and location:
E. 'hill the constuclon aciwity dsa,rn(d anng,gramng,Mcmabon.a NII aver 1 acre w�s rt part of a co nrrprt plays
that aill msUm Cver 1 acre? YES No
lF vES.Tart a Ncrmampton Ssrm 1¢arer 4.artargertrarl[Pemir from gte OP'tt is reryued-
D &qn Envel p IDn EWEE012136 13C&AEM4 BD146098A9
SECTN]N i DESCRIPTION OF PROPOSED WORK f mshok all aeollcaMal
New House p Addition ❑ RePpI�maid W ndcara AlNrmbrrtef ❑ Reeling Q
Of El
Aeeeseory Bldg. D DemaYUen ❑ New Signs (o) Bad- IE� Srdleg P) other(PPI
Beef Desmp°°"of Pr000aed
wInstall 22 solar panels on Roof
prK
Ateretion of existing tempers_Yes No Adding neer bedrooms Yes No
Attached Nana:w Renovasng unfinished basement _Yes __No
Pans Attached Rall -Sheet
Be.H.Now house and or addiBon to sxiatirm housing,eomgleh the follav int:
a. Useoflxpdding:Qre Farnly Two Fainly Omer
t. Number of reams in each family und: Number of Bathrooms
c Is Isere a garage attached?
a. Pr000sed Square footage of new consbucaor, Dmenskms _
e. hoarberofslove6,
t Mathce ofheanne. Fireplaces or Wocastoees Number of each
g. Energy Corrservatron Carnowce_ _6lassmeck Energy Compliance form aftamea?
n. Type of cpns[ruaron
Is 00CSMUMOn wanm 100 ft.of'*etlands?__Yes No. Is carrsaucoan endrin 100 yr. floodfNain_Yes_No
Dept,of Casement o cel lar flexr biro*finds grade
K VUH bwdvrg cmfarm tome Buda�ng and zoning repAstions? Yes NO.
Settle Tank Cary Sewer Privals,*ED__ City rater Supply
SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Hannah Durrant ,as Daner of she s t ect
Property
hereby a omo.ae Northeast Solar
m act on my banal(.�,a— m r/ {�
��alive to want aullwrizeO by 1Ms Cuildirrg pem+t aml�cabtn. _
I fit'; aat, Mull 1/5/2018
Siyramre W Oa*rr Dale .I
1. Justin Annis/Northeast Solar ,as Ownan'Augmniaa
Agent hereby declare Mat the statements and infomedor on the foregrang applioefm era true we accurate.to me pest of my ono*leege
and belief.
Signed-„neer me pains we penalties of penury.
Justin Annis
pnrt koro
Siyrayre ur O.xrr•Ag.n Dab
D Sign Envelope ID:WENEE&12D 13C&AEM4 BD14609W
SECTION 6-CONSTRUCTION SERVICES
Not Applicable 0
Ftill_O Bal:nsgard
Nus a<..dfi®zs11a10s. _- _ — CS106113
_— — —__---_
Lr:_nse Nurt W
4. �__:1 �.y Co=c-i:_, v, , ,;c 6/7/19
413-247-6045
SgnaNB -Y ^wpm.
9.Rnlatnred Boma I nmovamem Contracts: Not Appirable 0
Northeast Solar 169641
Comppyyamg Repswton Number
136 Elm St . Hatfield, Ma 01030 7/13/2019
Acores. E=,nito+Dam
T �413-247-6045
SECTION ill-WORKERS COMPENSATION INSURANCE AFFIDAVIT[M.G.L.c. 152,125C(6))
Workers Conal saran hrn.2nw affdavl must n corraleted ano sutmn t w1h this apphcetm.Failure to pmuoe this affdavA'&A result
in the eenal of dte issuance of me malcling panni
Affbasit Attached Yes__...x7 No... 0
11. - Home Owner Exemption
'1'Ih cur�m nemprion for':wtayrowrreri'ras catrnded to ircludc Oweerbeended DwelWes oforac ll) a twg2)famu'lits
and w allow such hgncowner w enpgc an imiiaidrW provided that the mow acts
As witeniser.CNIR 799. Shah EdNbe Section 1993.5.1.
Qom:Pawn(si wfv own a parcel afland alp rducb he:she resides q irncnds w resid4 an whichthere
6.or ts:rucrdni w be.a ane air tre Finely dwelling attached or detaebed structures accessory w such use and'w farm
suuctu rs.A persan who constraets more than one boor ler a mawear xrlad shall ant be ---•dere'a hnueoaner.
Such"Fan>L^owrcr'shall submit to the Building Official.on a form acecptable to the Building OfEcial,that harsh[shoU be
responsible for all sack wart perforated rider the buUdlne permle
As acting Coestraedoe 6netn:bu your presence on the job site wit[be required from time w time.during and upon
eampklion of the rock for which 11115 permat is issued
Also be a&Lt d that with reference w Chapur 152 i Workers"Compensation) and Chapter 153(Liabtihy of Employers to
Employees for tnjtcrs not resulnng in Death)ofthc Atassaehusttts Genmal laws-AmmataL Tn my he liable fq p•rson(s)
you hire w perfam work for you under chis Pornul
Ttr undcvsibmM"hanrowner'eenffies and assumes respqurbilky for oomplumec wbh the Stam Bolding Code,Cary of
.%o nhitni Ordinanzm Slaw and Local Zoning Lars and Stan of Massachus:as General Laws Annotatcd
Hentcowner Signature
r� The Commonwealth ofMmsuchuseas Prini corm
l r Depaxment of Industrial Accidents
t'
Office of Znrestigizewns
I ce i 1 Congress Simel, Suite 100
Boston,MA 021I4-2037
sr+vw.marsgov/dm
Worker s' Compensation Insurance Af7idavit: Gmeral Businesses
Applicant Information Please Print Legibly
Business/Organization Name. Northeast Solar
Address.135 Elm St.
City/State/Zip:Hatfield,Me 01036 Phone#:413-247-6045
Are you an employer? Clseckihe appropriate box: Buvams Typ,nequimd).
1. ✓❑ I am a employer with 17 emplayees(full e)d/ 5. ❑Reted
or parttime).* 6. ❑Reataurant/Bar/Eeting Establishm ent
2.❑ I am a sole proprietor or parts ip dhe, no y ❑Office and/.,Seles(infl. reel estate, auto,
employees working farm a in aoy ,capacity.
[No waken s' comp.insurance required] 8. ❑Nonprofit
3 E We are aco,paatien andits d'ficorsheve exercised 9. ❑Entetthnment
theunghtaf exemomper c. 152,§I(4), andwe have ID E]Manufacturing
na employees. [No workers'comp.insurenca required].'*
4 ❑ Weaee anon-profilorgeruzato4 datEedbyv Imteers, 11 ❑Health Cera
withno employees.[No warkers' carpinsurance req.] 12 Other
*Any applicmt tlut clrecks ba Yl mut also fill�tthe sectiobelow zlavvg dwxwvdren cm�pmsatie,{olicyiMartatimi
**If rte carpuak dScea M.e ercvnpkd tlemeles,but tle eorpmati�hss olkerenployees,awodren'c�msAnnpolicyv required and Buchan
osas�imtimsshmld cteckbvs pl.
lam ax¢expbyeribatisprovidixg worlros'eaexpexrai9ox insaraecefor my employees. Bebwistdapolityieformoffin.
Insaance C anpmy N gime:En ergi
Insuxe,•s Address. 67 Chestnut Ave
CAYfi3tata/Z,P. Leeds MA 01053
Pdicy#a s elf-ins.Lic.pEWGR000260517 Expiration Date 7/8/18
Attach a copy of the workers'comp enextbnp olky declaration page(showing the policy numb er and exp i adondate).
F enure In secure coverage as required under Section 25A rff'MGL c. 152 can lead b the imposition of cnminel penetties of a
fine up to$1,500 00 ar d/or one-year,orPn.onroent,as well as civil penalties in the form of a STOP WORK ORDER end a fine
of r4 to$250 00 a day og rr tthe isolator. Be advised that a copy d'tkds statemert may be forwarded b the Office d'
Imesti gntions of the DIA for i..a coverage venf,cetlon.
I do Aereby'vits, oedn,r R1n,pains and penalties ofp.Ur-Y dl0 ton, eefome-d-re proehad above it train, and corrn,a.
Si eture. Date. 1/5/2018
Phone 3-247-6045
Offrcial ase oily. Do xotwrite ix AHs area,aebe mzoplateol by city or town oflicbl
Cityor Town: Permit/License 9
Issuing Authority(chcle au):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen s Office
6.Other
Contact Person: Phone k:
www.ma:eorldia
D.Sign Em.bpe ID.OCEREEO-12D6 3C&AEM4 ED146O9
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.
cc
Address of the work: (P-7 t flL� 61oS3
The debris will be transported by: IV65 CUj 2!
The debris will be received by: 'i_� nakz
Building permit number:
Name of Permit Applicant : /1,614,ma4 'Ja1�
Date Si nature of Permit plicant
Gry X
v
ryt •a �
3 � • h �'�Ms ` war 34. {.. '�^¢'KS
}
arc`•' "b b�„ 1�.'.i
c ffii�
gQ.' �"•�ii�. 5''�{�. "� 'n* ry r§ti� .�u+g' `+; W� "�y
{ f #'�5� ✓ x; "+Y:d'. 1/EY N} _ yT,��'�- bI�I L. "' �h
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a v
ROSE ENGINEERING
Page 1 of 1
Date: 5-2-2018
To: Justin Annis
Northeast Solar
136 Elm Street
Hatfield, MA 01038
From: C. Mike Rose P.E.
Rose Engineering
Re: Hannah Durrant, 67 Chestnut Ave EXT, Leeds, MA: Structural Assessment of New
House Roof to Support Proposed Solar Array.
I have reviewed the framing details, and roof truss design on the main house roof for the
proposed PV solar panel installation. The roof framing of the new, 2-story, house are 2x6 top
chord Howe design roof trusses, designed and manufactured by OFP Belchertown, LLC,
installed at 24" on-center, spanning 32' with a dual pitch of an 6/12. The trusses have been
designed for 40 psf roof snow load, a 15 psf dead load on the top chord, and a 100 mph wind
load. The roofing is composite asphalt shingles. 22 PV solar panels are proposed to be installed
on the south-east facing house roof.
I have reviewed the mounting details for the proposed array. Based on a PV solar panel unit
weight of 40t 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 roof framing 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, ��vgHOFyAjj-
PU
CIVIL
C. Mike Rose, PE No. 52276 �
Rose Engineering �o 'BCW_
�sroNAL
P.O. Box 315 Phone:(413)775-3666
Shelburne Falls, MA 01370 Email: RoseEngMA@gmail.com
EVALUATION REPORT u \/J
Report bh mbon 0248 !-
Originally Issued: 09;2012
Valid Through: 09:2013
Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION
Section: 06060—Connections and Fasteners
3.1 General Description
REPORT HOLDER:
E2 Roof Mount L-Foot Kit consists of 5 basic
Sun Modo Corporation components'.(1)shoe assembly with captive waterproof
1905 SE 51"St,Suite A washer, (2)lag bolt to fasten through the shingles to the
Vancouver,WA 90661 roof rafter, (3) flashing that is placed under the row of
shingles above ma shoe and then over the adds, (4) 1-
EVALUATION SUBJECT Foot that is placed over the protruding shoe threads
and (5) hex cap that is secn-ad on to the shoe_. See
Sun Modo EZ Roof Mount L-Foot Kit for Shingle Figures to 5 in Table 2.
Roofs
3.2 Materials
1.0 EVALUATION SCOPE:
LZ Roof Mount is fab-icated from alum gum. Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy
with dimens ons of 2.80 inches in diameter and 1 "0
. 2009 International Building CodeA inches in height. It is held Is place using one 5/16 inch
. 2009 International Residential Copse diameter lag bolt that is 4 inch in length and made of
a 2006 international Building Coded stainless steel. Flashing is fabricated 4om sheer
. 2006 International Residential Code& aluminum with dmensicns of i0D inches in width. 12.5
irches in length and 004 inches in thickness.
1.2 Evaluated in accordance with:
L foot is a 2.00 inch long urequal leg angle made from
. Evaluatbn Cr.tech, for Joist Hangers and 60G3-T6 aluminum with dimensions of 3.00 inches in
P@iscel'annous Connectors (IAPh10 ES ECCD2- depth, 200 Inches in vridUr anc 0.2i vxhes it
2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole
. Acceplance Criteria for Roof Plashing to- ?lice in a 0.83 1ch diameter chamfer (in base) that is
Penelrabons (;CC-LS AC286).Approved April 2010 located in the center of the base leg. One slot
rneasurrg 1.64 inch :ong by 0 40 inch wide occurs in
1.3 Properties Evaluated: the center and is located 0.30 inches from:he top edge
of the vertical leg, wh4h Fas a scallop front and rear
. Sbuctural face. See Table 2 for component material properties
. Weather Protection and figures.
2 0 USES 4.0 DESIGN AND INSTALLATION
PZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design
mount solar systems and other rooftop devices suet as
salellile dishes on asphalt shingle roofs with wood abulaled allowable ;pees shown in Table t of this
rafters underneathreport are based on allowable stress design ;ASU;
Adjustments to these voues are required for wat
E7 Roof Mount Is specifically designed to be used for service conditions, sustained exposure to elevated
inslalldon of seta( panels for electric or hot water temperatures. use with fire relardant lumber or wild
nrcdgction on roofs with S:cpes from 3 to 12 units lumber whose specific gravity is less than 0.5E
vmtical in s2 units horizontal. (Southern Pins). Allowable values based on fastener
strength may be acil for duration of loading. See
footnotes of Table'. for more detailed explana6or.
Page t of
.a. Mbn rytte
re.....a ..I .... .AY....... ayvn.uSm.9S�a %. lx WxanaO:.ae nla avE z— .a w R a, * a•
EVALUATION REPORT \/
Report Number: 0248 -
Originally Issued: 09/2012
Valid Through: 098013
4.2 installation Rain test rata and th ckness of aluminum bashing
submitted is in conformance with Acceakance Criteria
E7. Roof tdount must be instaiiad using the 511E inch for Roof Hashing for Pipe Panetrativns fiCC-ES AC
diameter stainless steel lag screw at each bracket 2DG2008). Rain fest confvrmeci to Underwriters
Igc'tlion as de=_cribed in int manufacturer's installation Laboratory Standard for Gas Vents. UL 447-96 Section
i%ructions. lag screw must penetrate into the roof 2b.
rafter a minimum of 2 V, inches. Prior to installation•the
roof rafter shall be bored wiih the required lead and Test results are fmnr laboratories :n compliance with
clearance hole fcr the unthreaded and shank portions 180/IEC 17025
of the lag screw as heauired in Section 11.1.3 of the
NCS -05. Threaded portion of 9m lag screw shall be 7.0 IDENTIFICATION
insened i•itc,its lead hoe by turning with a wrench and
not diving by a hammer. A die-stamp lapel in tiro`lashing othiong the name and
address or the manufacturer, the morel ncrrber.
Use of auxiliary holes in the Shoe other Ila/the use of iAPMO Uniform, 'S Marks of Conformity and this
an extra fastener to stop the shoe from rotafirg during L=voluatlan Report NUuber TER-0249).
Installation is Outside the scope of this report
Flashing Shead be Instatbd full Under the shingle up to I/}
the ra sed portion of the flashing to prevent water P f l LJ ES
ingress under the shingie. No portion of the flashing
shauid be bent upward, the flashing must rest folly ES
aga'nst If:e roof shingles, Otherwise the water and wind TNI
ra,fmrnance may be impaired IAP67O#02413
5.0 CONDITIONS OF USE
EZ Roof Mount L-Foot Kit for Shingle Roofs described
in this repos compnes with the codes fisted in Section
1.0 of'Hs report sahjoct to the following conditions:
5.1 E7 Reof lMount shall be installed in accordance with
rhs report, sir nufacturer's installation instructions and
the codes;fisted in Section 1 1.
5.2 Ca'"dahons to verify the imposed loads on the EZ
Roof Mount assembly do rot exceed the a2owable
loads contained in Table 1 of this repel shall be
sJrn teal to I4e code official when requested.
Oa;CllRtpr1S shall bu prepared by a registered design
professional when required by the statues o' the
{ p rlsd:airs where the work is constructed.
8.0 EVIDENCE SUBMITTED
Testing and analysis data submitted is in conformance
with Evakation Criteria for .foist Hangers and
Miscellaneous Connectors(IAPMO ES EC 002-2011).
Page 2 of 4
EVALUATION REPORT ow
Report Numbor: 0248
Originally laaued: 09/2012
Ya1id Through: 0912013
TAULE 1: ALLOWABLE LOADS FON F.Z ROOF TIOUNT LFOOT Rl'F
Luad Direetimr Ulthnntt Lnad Ttat l,.d at Test Land at Caiculaled Allowable
Tot Vltlae U.250 indr 0.125 incl Pasinner/Metal
(see figure Uelaw) F&.•5•(I daBeetiwt deOeNiu» atrenit Uesign Load
Upaifl{IYilhdrawal} 715 1,801) (m 340 ,40
laical 260 240 139 153 }0��
Vptes
I 111owav e .oad values ar'c bavud on 1111` t"1 r Irom fn Inmate ad of Uu teslx(strenglb.....r t)_tesred
icadm0i smelt+fefleeSuu(d0t, 0ou hnut •aim taicxi(as the radty(witlm 1 =let al)C.r ' od
It'a vspo ll gravity of055(, ,i1th J'rl m )praRnwmbR,l, 1 tlbcalum rll 1-f,11 cvnllt.l,,,
AII'tved,lc.,sul velecs era basal ou lumber with nil'?tile 011p 'iuy larer.ar9lo:
tt. Located is dty srn�iea rondVtious vvbtro thovtaismm amtanf,k,es nm emxed 19"�(m zt cxtatded perind
pi�Ii19C rtticlt'dS 111 Inosr l:V VeRd yl[[Idpres.
b. .ocatuf nUtUre it dacs net egxtiaxe surtuincd csitosute tv dcsated tett;gemnucs tlstt rmtmd 100°t.
N,any otfier ulndvions.atlmvnblc mbie values 5hnll ba mnllippedby the rJxled ad{,K9ucal facloKsJ(C.,,
bed%'r CJ is aceordanee will,the Nalivilal Design Specification far Www d C'nsttuctlUU(ND5.05).
- ir;lowubic ivzd vaioes arc GaudantUmber wRhasptti(c gnat-i[y ofG iS(Soad,ern t"lac rx equal)_
0,u"5ivi'nd,,4 mto,e'l thdn�alnrct sed n nuvimuUt ym: ta 'ot fn cbte into it _ .frRcr
'Al.a tflC ind,r 1 nt<I I u timed steei 'aa sc.e
Al'sell �lm+ma}°nx6 "ncrexisrd@?leer.dvwfwn it n�c tsar?,cuitirSe<nniG.i3afAlcNi>.SAS-
Uplift
Lateral
I
t�
Page 3&4
EVALUATION REPORTLVill
Report N.rl 0248 u
Originally Issued: 04/2012
Valid Through: 0912013
TABLE 2:MATERIAL PROPERTJFq, __..
4rmp ncls Mir ial .„
Shll �- 1Alw�nmi 1� 1^1MLdA A1800 _
WaeIRmfly stir EK)Mw ad roma( mt;tip of< 1
BuU 10a SWW!eslllrd ASTM A 910
Alietim iq ai4y o(� CG in rit A'll _
Hcx CnP At maom nli li5(ttt 1`5gU0 .i. . ..,
I ashi AIMum _Ion InGt nSl M 4201)
E2 ROOF MOUNT COMPONENTS
i � A ��r\
P,gurr'.c Sloe Assenibiy :'i¢ure d:I;e.c Cap
r;}x
i'ikure':Lag Rvlt l o"ll,S:t'lashi.m.
Figure ",L-fon!
Page A pf 4
EVALUATION REPORT
■ \j
II Number. 0249
ONalnally Issued: 09/2012
Valid Tltm..o : O9r2013
'LA 9LE 1: ALLOWABLE LOADS FOR EZ ROOF p1OUN'I L-FOOT Hl'F(Ihs.)'ae.as
Load Diroctimr wt11mite Load Teel Load at T¢sl Lana at ci,kulnied 1llownbte
TCal Yalue 0.2501nch 0.125 inch Fastenerfrildil Dur nLoad
• (see pgur¢ low)Ue
F.S.=3.0 de8¢elFon de0ecliwe Sm"n th
tiplifl(u'iIl:Jrasvel) 715 1,800 695 _40 540
Iareral 7w 29O 130 155 130
rKu¢5
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and a10 1215,n,m a fiaNion(d¢(:¢r.tion limit),celxvia•¢df st n r ep..mty( rd i nl rF: a.): cod
At aspecfi Fr Y'ot OSt(,gm lbem Pme)ocallnwnble stress iraC len nn I frotcemo m .
AIIrn¢1h ! I s t es ars tensed oo ruvrber wtlh a4`of Ne frJ((vw nP vha neo rel
t. Lr, ate'1:1 dry e rvice eondnrrna whera int nro'sior¢a. nem cots not enuvd V-u:br en Headed period
of o,tt loch as m most cPverWL+4 octuros.
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andFor(:,1 hr accontence w'i;h the Nan¢oal llesign 5peelIlcnElari fur ftl 5;.55 Consrrlmd6cr,pi (ND9jo5).
.Aflowa6a nad sluts arc Cased ort lemltor nhaspc :fc Enrviry o (Sone welvai)
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LG NeON zemck IMMEMMELM
Mechanical Properties Electrical Properties(STC*)
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Cell Vendor LG Marie—Power(Pmax) _.. 315
CaIr NI-erCstaire/N-type MPP Voltage(Val 333 329
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JL1703 _ MPP xill.,(Carl 308
2r 6170I(Salt-S'I ), I-,resp MPP Current Ul 363
IEC 62716(anmuma ronovan mss) open tarot Voltage(Vnr) l8n
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all Fre e-formante(USA) Typt2 .1 .n. u�=� ,cocoa i .a �.
Fre Rating(CANADA) Oa..0
Product Waranty 12 years.
ou[P.r Warranty of Pan- LrI a we-ory- Dimensions(mm rin)
Temperature Characteristics m —
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NOCT 1513`C
Vot -027%`1 _
Isc 0 03%`C
Characteristic Curves
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