28-015 (5) 198 SYLVESTER RD BP-2018-0990
GIS s: COMMONWEALTH OF MASSACHUSETTS
Map:Block:28 -015 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Catcgorv: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit BP-2018-0990
Proiect 9 JS-2018-001801
Est. Cost $32087.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Slze(sa. ft.): 112297.68 Owner: BASHISTA MARK
zoz n� Applicant. NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AP 198 SYLVESTER RD
Applicant Address: Phone: Insurance:
136 ELM ST (413)247-6045 O Liability
HATFIELDMA01038 ISSUED ON:41312018 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL 32 SOLAR PANELS ON ROOF
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: Houses 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:
FeeTYDe: Date Paid: Amount:
Building 4/3/20180:00:00 575.00
212 Main Street, Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
�Qj(Cl2 L +ts A
Deperlinent use orgy
(I��ttrNy 2' Iy[-;ity of Northampton Siaeu.of Permit
puilding Department Curb CuVDrireway Paint
212 Main Street SeeedSepic Availability
Room 100 WatermeN Aveilablery.
---- -- Northampton, MA 01060 Two Sea of Structural Plana
phone 413.587.1240 Fax 413.587-1272 PIOVSRe Plans
Other Spealy
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION SITE INFORMATION
1.1 P_rpAfJ1Ll109r.9s6. Inic section to lM campierotl by office
198 Sylvester Rd Map n? 8_ Lot P/5 Umi
Florence MA 01062 Zone _Overlay DlsHlct
EM Sr.District CD Diseict
SECTION 2-PROPERTY OWN ERSHIPIAUTHORIZED AGENT
2.1 Owner of Record: 198 Sylvester Rd
Mark Bashista Florence MA 01062
CaR¢IYnrll ..A�( _— 4urvare r4 i.n�ALdmtt' ----- —�--
�\��l�/\ 413-570-5750
srwwm ^_
2 d Alithony6d Agent'
Northeas Solar _ 136 Elm St Hatfield,-MA01038 _
\arrn(Vc q \\ (:uggm Llan n.,^,ACAntt'
J/�////�✓j�J/ a . . 413-247-6045
SF -TION '+- STIMAT D CONSTRUCTION COSTS
.___---- -_._-.._.
Item Estimated Cost(Co'arta}to oe OfRc E _se O¢l'r
cow9ead-by pe,c aw can'
%%ding ?a;Building%emit gee
2
_leceical it;Eslima:ed To.a Cost c'
_... _.. Con5.Nc.icn Iran.:+. ._. ... _...
'. -mmo.'g Building Permit Fee L
A. Ve.nanical!rvACi
.Fire Proacbon
Ci. Tote] - »2.3-4 S $32,gK Cnee Num^a•
This Section For Official Vss Only
Building Pe,! Nurres Date
Sgnat.s: C.�A" - — ..✓In-✓i ca��Q/i J+xA� `-�I L-'I Y' _ .�.__
Nun.x CnmmacnrnmrerMrav c•Y.W Mks �a0.-
Section 4. ZO,IN G7 ti! fir)"root, lc lcrrcryr:Mn m'crma:mn
Exiving Proposed Rcgaired by Zona:,;
'I]•...a.oni u•�.neo;ii.L,
!tu:ciM U:pac
Lit Stl2
tmpcagc_.
5ctSacks Fmn!
skic L: R. _. R.
Rcar
Building 11ciglx
Bldg, Sgnarc Foomgc
Open Sparc Fcocip % !
or Parsing Spic;.
4.11 _... _.. . ._
A. His a(S-ppecial Pcr,niUVariancciFmding ever awn:swat lotion vtu site?
` J
NO DONT KNOW i YES
IF YES,tate issued:
IF YES: 'Mas the x,rnit iccordcd at bn Registry of DetNY.
NO 0 DONT KNOW O YES O
IF YES: onto, Book Paye andior Docvniveit=
B. Docs the site contain a brook, body of wate, or wetlands? NO C DONT KNOW YES
IF YES,has a acrt0it been or need to be oatained fro Ux Conservation Convnissm1i'
Needs to be obtained O Obtained 0 , pate Issued:
C. Do any Signs exist o'r the prmaefty? YES 1 J NO C
IF YES,dcwriae size, type and tocation:
D. Are C1ere any proposed thon3es tom adddions of Signs intended lot the or sterty? YES 0 NO 0
IF YES, descrioe size, type and tocatton:
E. Ydll ale WaaWcapil 2Uni!y pit,u(dgar.eq,7ad-9,etcivabon.or filling;over i acre cris Nasalnof.a O:mrr<pian
:hat 4111 osuro aver t acre? YES (l/�, NC
Ir'YES.'nen a Nor!nampcon Sbrm'Jtate•fJaaa•;<+meni Perrr?`rom ere 0?::is regwred.
SECTION s DESCRI2JIQN OfYJJQPQS$Q wORB1sUQ a=.—.1
New House ❑
rAddlln ❑ Replaaws Altaratbn(s) C Roofing
or Doors
Accessory Bldg. tlor ❑ New Signs (l 11 Dapke (C� Srtling 'J Other(�(;
B,a,Desmpcwn of vrocesed
Wcrs: Install 32 solar panels on Roof
Aleratoo o•easnng cea cc- _Yes No Add g new bedroom Yes %to
Aaached Namarne Renaratn9 un',,,shed basement Yes __No
Plana Attached Ron -Sheet
6a.N New house and or addition to existina housing,complete the following:
a. Uv of building :One Fainly__ T•wp Fart�•y Ctner
4urKer of mems:n each fan ly urotNurr..of 8atnroorrs_
Is va•e a garage attached?___
o PI ooserd SoJsre foolage pf new CDOslruvienDmensoi,s
4UrrYe,o'sones°
Mario; of head:a? Fireplaces or Ikccastmes N.mber of each_
g. E°erry Conserva!on Como ace. _dassche:k E-wgy Corms umoe form aaac^ed?_
Type of o=esbuIXoo
Is o_+strouon wiV 1 100 4. of aVr ands?___Yes _No. Is cane W.tin w1hin 133 yr. hoodplam__Yes___No
Dept^ of basement o•oa lar?Ioof osow finisneo grade_
A. Yf bud"vrforrn tome 9op-9 and Zcnirg regulators? ,Yes—No.
Se:uc Tars__ CN sews•_ Pd-,ata"it___ Oly water S,poly_
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Mark Bashista
I, as Dumar of Ina s.gec
property
hereby autoonze Northeast Solar
uo aC en my benad.�^all`m tiers rNatire to•ACrA aUdwnaec cy IM building oermt ax Caton.
E�prx:ve of Onvrcr Acle
I, Ann Bronner/ Northeast Solar .as Cy,nerAulhcnzer
Agent hereby dec%re that toe statements and iMonnatm on Ne feragong application are tine atc aca.:ate,to the:est or my ma/iscgs
and ce•at
Signed a ricer the pans a..-,penalties of perjury.
Ann Bronner _
sive.m 4r Ono •n:;�.n o�-
SECTION 8 -CONSTRUCTION SERVICES
&I Lcenead Construction S parvlem: Not Applicable ❑
rrill:p Saunsgard
N-�+. of rce �-Rob-. CS105113
cal mu C-:35: 6/7/19
�� 1eliv�Onte
413-247-604
t�s r alnpao�
If Reabbred Home Imtxoremsnt Convector: Not Applicable 0
Sor:hcasc Solar 169641
Gpmpapy-Ndmts � 3egisttauon Nurnoer
136 Elm. SL . HaLfiCld, ma 01039 7/13/2019 _
Ace'ess Exolot x Data
Telephone 413-247-6045
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT)M.G.L.C. 152.§25C{fi))
WorW_ra Compensron Ins,enre aff daxi must Do corr.>xaied and$041N lee will Ibis appimala^.Failure p prouoe tors aL'oavA mil rf?S'1
in the canal of the,ssoance of tre building pornni,
Signed AoDadt klached Yes.. .Xl No ... 0
11. - Home Owner Exemption
Tlr.carr uexemption for"aonxowntri'was cirmded toinclude Osrner-occupied D*dUares oIone 11) or :wot2)f'amihcs
and to allow such Immems'ncr to engage an individual Cor hitt who doss not arises alicense,Provid cd that the owner acts
m supervisor CHR 780 Sixib Edition Sectlon 100.3 31
oefiAUWR os Homeowner:Pctsan(s)wile owl)a parcrl of land oil which he'shc resides or unrnds w reside.e,^which acfc
is.or is unusded to be,a as or two family dwelling,attached ar debehed vvictzhs accessory W soci use and or farm
€ructures. 4 person wbo con t ucts more than one battle ins Mo—year verlard shall not be considered a h meo%tt
Soca"holsxowtxr"shall anbmlt to the Haikling Official,on a farm acceptable to die)luildhV OfEcial that he'sbt shall bt
resoonsibk for all such work performed under the bulldWg permit
As eating ronstrucNon S,ipl im your presence on dtcjob site will be ccgmrtti from lime to time,do:ng and upon
complctian oftbc work foe which this p:msil is issued.
Also be ads•tscd that with rcfeicate to C.?apic: 152(Wcoken'Compasation) and Chapter 133(L1akJw of Emplogcrs to
Fmployces for:hares na resahing m,Rain)ofthc Massaebusms Cicnrat laws Annacrei.you msY be liable for Nmr(s)
3 o hire to prform work for you unicr this permit.
The 4mirnlgned"honicowltc"certifies and asvjmcs respapability kv compEanr—w'iio th.,Sram Building Codc.City of
Serthainpn:n Ordmanco,State and Local 7.onutg laws and Sax of Massachuscats 0"val Saws Annotated,
Homeowner Signature
?"\ The CommonwealthafMassachusetts PdntForm
! f - Depoi[ment of IndustrW Accidents
F` .a Office of Investigations
1 Congn;ss Street, Suite 100
Boston,MA 02134-2017
.`*•�y y
nKfS.gOVIdNi
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Busu essfOrganization Name:Northeast Solar
Address 136 Elm St.
CtylState/Zip.Hatfield,Ma 01038 phone#413-247-6045
Are youan employer?Cheekthe appropriate bon Bususes Type(requixedj
LQ I am a employer with 17 amployees(full null 5. ❑Retail
or parLtima).* 6. ❑Rsi;aucmVBadEabng Establishment
2.❑ I am a sole proprietor ox pertiarship and hove m 7 [:]Office andlorSeles(inclred estate, ono, etc)
employeesworkingfearee m my capacity.
[Noworkeri comp.insurancexequired] 8. ❑No.profit
3.❑ We are a corporation andits officers have'.unse d 9. ❑Entertainment
their rigid of exemptimpex c.152,§I(4), endwe hove
If El Manufacturing
no employees.[No workers'comp.insurance required]*
4.❑ Weare anon-profitmganizaboq daffedbywlmteeaa Il.❑Health C are
with no employees.[No workers' comp.insurance mq] 12.❑Other
*Anyapplicmtl cladsbmM m.=t oho fill mttFe sectiasbelav slxnvixg tMrwodar,'comperuatimpolicyird tim.
**If tk capsak Nbcea lave exempted tkmaehes,mt de eommatimslas oilexengloyees,awodan'emWmsffionpolieyis equiad azW each.
.e n eetat'hadd cleckbm al.
I am an empbyer tRaf isproviding worhms'compensa�'m insx>mrcefor my employoas. Bedowisthepolky Refornealion.
Insurance Company Na re.Energi
Inneax'a Address. 198 Sylvester Rd
City/State/Zip. Florence MA 01062
Policyg oe Self-ins.Lic.gEWGR000260517 Expiration Date.4'9/18
Attach a copy of the workers' comp emostionp ohry declaration page(shawing the policy numb Brand exp trads.date).
F allure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties or a
fine up to$1,500 00 and/or one-yeec imprisonment,es well as civil penalties in the fano of a STOP WORK ORDER and s fine
of up tc$250 00 a day aS..dthe violator. Be advised chat a copy rdth o statement maybe forwerdedto the Office of
Investigations of the DIA for insurance coverage venficatim.
I do hereby certify,ander k and pen pepaay at the eaformanex provided above is tine and coned.
Signntuxe- ozg Dete 11 �SLtI-7
phone b 413-247-6045
official ase only. Ao notwrite in alis mea,b be mmplefed 6y cdy or town officml
City or Town: PermitlLice.#
Ismting Authority(circle one):
I.Board of Health 2.Budding Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's Offse
6.Other
Contact Person: Phone k:
www.rrtasgmldu
Main electric
panel in
basement
Mark Bashista
198 Sylvester Rd
Florence, Ma 01062 Northeast
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: March 27, 2018
To: Justin Annis
Northeast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Mark Bashista, 198 Sylvester Rd, Florence MA: Structural assessment of existing house
roof to support proposed solar may.
1 have investigated the roof framing of the house for the proposed PV solar panel installation. The
original 22'x 28', 1-1/2-story cottage style house was built in 1955. In 2016 the original roof and
dormers were removed and a second-floor addition was constructed. 16 PV solar panels are to be
installed on the east facing roof and 16 solar panels on the west facing roof of the new addition
roof. The rafters are 2x10 installed 16" on-center, spanning I V with a 4.5/12 pitch. 2x6 ceiling
joists are attached to the rafters and prevent the roof from spreading. The roofing is corrugated
metal panels.
I have reviewed the mounting details for the proposed solar array. Based on my calculations and
on the specified PV solar panel unit weight of 42f lbs, with the attachment points of the may
placed at a maximum of 4' on center and staggered to minimize the load to any one rafter, the
existing roof framing is adequate to support the proposed PV solar may 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, �,tMOF
a�
DAVID A. G
�4 t / VRCIVIL
�7 � CIVIL y
EELAND
David Vreeland, PE No.46317
Vreeland Design Associates gFOIaTS
Ems'
116 River Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland@verizon.net Fax: (413) 624-3282
EVALUATION REPORT
Report Number; 0248
Originally Issued: 0912012
Valid Through: 0912013
FEVALUATION
; O6—WOOD AND PLASTICS 3.0 DESCRIPTION
: 06060—Connections and Fasteners
3.1 General Description
T HOLDER:
EZ Roof Mount L-Foot Kit consists of 5 basic
o Corporation components.If)shoe assemblywith captive waterproof
Erb St,Suite A washer, (2)lag bolt to fasten through the shingles to the
ver,WA 98661 icor rafter, (3) flashing that is placed under the row of
shingles above tiro shoe and then over the sires, (4) 1,-
13
-
ATION SUBJECT Foot that is placed over the protruding shoe threads
and (b) hex cap that is secured or to the show See
o EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5in Table 232 Materials
LUATION SCOPE:
LL Proof Mount is fabricated from e urninum. Shoe
1.1 Compliance with the following codes: assembly a fabricated using casting aluminum alley
with dimensions of 2,80 inches in diameter and 1 06
• 2009 international Building Codec inches in height. It is held in place using one 5!16 inch
2009 International Residential Code6r diarnefer lag bolt that is 4 inch in length and made of
2006 International Building Codes stainless steel, Flashing is fabrcated from she,,,
2006 international Residential Codebd aluminum with dimensions of iC0 inches in width, 12.5
inches in length and 0.04 irches in thickness.
1.2 Evaluated in accordance with:
L foot is a 2.00 inert long unequal feg angle made from
• Evalua0on Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 Irches'in
Miscellaneous Connectors (IAPMO ES EC002- depth. 2.00 inches In width and 0.24 riches in
2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole
• Acceptance Criteria for Roof Flashing for Pipe with a 0B3 inch diameter chomfor (in base) that is
Penetrat'ons(OC-ES AC286). Approved April 2010 located in the center of the base lag. Ore slot
measuring 1.64 inch :any by 0,40 inch wide occurs in
1.3 Properties Evaluated: the center and is located 0.30 inches from rhe top edge
of the venicaf :'eg, wh!ch has a scallop front and rear
• Structural face. See Table 2 for component material properties
• Weather Protection and figures.
2.0 USES 4.0 DESIGN AND INSTALLATION
FZ !toot Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design
mount solar systems and other rooftop devices such as Tabulated allmrebl, Loads shrnvn in Table 1 of this
satellite dishes on asphalt shingle roofs with wood report are based on allowable stress design ,ASD).
rafters underneath. Adjustments to these values are required for wet
r service conditions, sustained exposure to elevated
EZ Roof n of is r panels
r electric
to be used for temperatures, use with fire retardant lumber or win
installation of solar panels for electric or hot water
Production on reefs with slopes from 3 to 12 units lumber whose specific gravity i, less than 0.55
vertical 11) 12 units horizontal. (Southern Pine). Allowable values based on fastener
strength may be ad;usted for duration of loading. See
footnotes of Table ' for more detailed explanation.
Page 1 of 4
EVALUATION REPORT
Report Number: 0248 �(u,
Originally!rimed: 0912012
Valid Through: Ogr2013
F05Tbreadtd
Installation Rain test data and thickness of alumirl fiashsng
submitted is in conformance Will Acceptance Criteria
oot Mount must be installed using the 5(16 inch for Roof FlaLhing for Pipo Penetrations I[CC-ES AC
ter stainless steel tag screw at each bracket 285-2U08:. Kean lest colrormed to llndeswritcrs
n as descrdbed In the manufacturer's Installation L.aboralory Standard for Gas Vents. UL 441-96 Section
ctions. Lag screw must penetrate Into the roof 25.
n minunum of 2'�,inches. Prior to instatiation, the
after shall be bored with the required lead and Test resets ate from. laboratories in compliance with
nce note for the, unthsaded and shank portions I5fl71EC irg25
of lag screw as renuired in SecOon t?.^•3 of the
-05. Threaded portion of file lag screw shall be7.0 IDENTIFICATION
r d,rto its road hole by tumang with a wrench end
iving by a hammer. A die-s€amp label In the'Inviting bearing rhe Gams and
address of the mancfaclurer, the modal number.
Use of acxIh ry hales it. the Shap other than the use a! IAPIAO Uniform ES Marks of Conformity, and this
an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248).
,msSavation is outside the scope of this report
Flastrnp should be Instated fuU under the shingle up to t AU
the rptsed portion of the flashing to prevent waterJN100)
ingress urder the shingle. No portion of the flashing
sheu'd be bent upward; lxe fleshing must rest rulcy against fire roof shingles. Otherwise the water end wind Trvr
perfnrmancn may be impaired. IAPMO#0248
5.0 CONDITIONS OF USE
EZ Roof 99ount L.Foof Kit for Shingle Roofs described
in tt;is report complies with the codes listed in Section
i.f)of:h>report subject to the following conddrOns:
5.I E7'Root Mount shall be;nsfalled in accordance with
iris report, manufacturer's installation instructions And
the codes!fisted in Section 1.1.
5.2 Ceculahors to verify the imposed loads on the EZ
Roof Mount assembly do not exceed the allowable
ioaas contained in Table t of this report shall be
submitted to the code official when requested.
Calculations shall be prepared by a sgistered doslgn
orofessvrmal when equireo by the statues of the
t Jurist ichor,where the work is constructed
6.0 EVIDENCE SUBMITTED
I esting and analysis data submitted is in conformance
with Evaluation Criteria for Joist Hangers and
Misceuaneo.rs Connectors(IAPMD ES EC 002-2011).
Rage 2 of 4
EVALUATION REPORT um
Report Number: 0240 'r
Originally issued: 0912012
Valid Through: ( )A2013
TABIX 1: ALLO4VARLE LOADS FOR EZ ROOF AtOIJN I'I,FOOT KIT otmil'J",
toad Atreetin Ultim»le L,xd Taf nmol a1 'i'esf Loml at Cateutated Ai€,w»h€r
�v —` "lest\'»ine 0.250 ineh 0.125 inch texlrnerfiietal�Desigu Load
Oce figure below) P& t3.0 denertion denecti,n Strength
Opitir(Witedrawap 711 1,800 b45 340 340
iaicrai 2fi0 240 170
Note.S
7_ .11lnwxibie load valuux am Imx vl of the IwFt v¢Iu,frmn the u1.inWte luau oithrec 1e515(strength lirnil),teucai
load it�d25 ineli.icnec6an`doll"bna lino[) sxI mated fas!am capacity{xn bo v E w fate aijfv,'!-'od
pithaspecie:gravityof055(Southern Pine)or all""idde slreex iF do;ufummnn 1,46"1 eaul "t.r.
2. Ailowdd, load valuta¢ra based mr lumtoranh nil of Inc fo0oaeing dig.,r�rfetics:
a. Lwabd iu die wince condtl7rnns„ hemthemoisture MrsicM doe,Dcd execed 19%for an imorde;l period
of tion,Sllcll 8S I!I n1'ot ci wecd Slnictorts.
2 Locaied WherC it deaf rich tSperienee satt¢Ined i,, 1Fo9¢r,to OCIAted tesnlatAlnrtS than eXotcd I(A)'t_
Por any other conditions,Allowable table values shah be nniltlp'tied by ds related adjusln cat fncto:(s)(Cm
atdlc+r C) in aceoidanec wine tine National Desigo Slxcifie¢tion for Wood Construction(NI75-09.
istiaw:dde lead value¢u,bawd on lambee with a spermv gtsvity of OSS i5canhcrn Pint io,equal).
1. AllooAhic load values for withdrawal are based on nliVinuint 4e n babn u 4 incbce into r c-onfmGcl'
by one 51 16 inch 1 14 Inch long g xtainless steel lag su n
i Anowahic vMA”may not be Vncreased for load druanvn In asatrdat ec witty it Sa,tion 10.3.2 of't 1t NOS (35
Uplift
Lateral
I
Page 3 cf 4
EVALUATION REPORT f\\/
Report Number. 0248 "`
Oriffinn#ty issued: 0812012
Valid Through: 08!2013
_ _TABLE 2: MATERIALPROPERTIES
01 u
CAfA OOCgI 1�1 llCr _
Sln�c �� hl an twrt Ftt AUyt AA 198U0
Wa:e�of U shnr, C2 DA4 with 4 arvmemr rn", g tf(d
La H-it 94 aisinl�s FEI % TM A 140
LCaM Alinninuw aflo}!Ut 1'G AS1 At B7?1
He%C ap �Alnin nam alh�AA'+i 4A A3NU 4 _ _
_. � .
CEasNi _ _� Atmriawn..licit`JfA ASI'fid ti�4 _,
E2 ROOK MOUNT COMPONENTS
Fa
3 4an
Fiy{ wF:Slwr Aas:mbly Picture 4:lles Cap
! F jOw,e 2'.Lag Hut( Fig=s:hlnshinf;
i
I
4�
('igi$C z'.L'if�Qt
Page4 of 4
EVALUATION REPORT
Rupert Numbers 0240 -
Originallyfins"o; OO12012
Valid Through: 09!2013
TABLE 1: AL(A)WABLE LOADS FOR E7.ROOF MOt7NT L-1,00T
t.ond Direction ULLnnrzle Load Tell Load of 'Gest Load of C'alcutat¢rl ,Utox+ab=e
['est Value 0.250 h vla Ud25 inch Easlener7P9etai 9 Duigu Load
(sea 6l;ure beioxr) F.S.ll3.0 deflection deflection Stren tth_I ,.
t}plill(Widdraw at) 215 1,890 645 )g0 sdfl
lateral 260 240 130 151, 130
Noics
t. Ailoweblc luad values are based an the]vast value from Ute ulfimatc load ofthred lucre(m,urgih Ih..11,astnd
1"ad a'.0.115 iaeh deflection{deflection limit),calculated fastener oapacity lrvitltdrewai or lateral}tbr+t'oud
mi tit n speei Pu grav]ty of 0.55(.Smuhenf Pine)or allowable stress of fire aluninuen 1.,10,11 ewwcctor.
2. Allowable load values are based on lumber with all ofthe following chomcmrislics-
a, t+xated at dry aorvicc cenditians where the moislere,content doer not essecd 197a tar an c,,tsed"d perind
of bine such as in musk covered structures.
$_ l.cented where if docs nal rxprrlearce cusiained axposatcto elevaedfmcprraiums ilrui cxcced lIXt"F,
Far any'other<otulftlmts,aitusaabla tabic vainas shaSt be mvlfipfltd t+y the mhpttl ac(,astmwn EuGartB)(f',,;
andfor C,)in accorclaoce with the National Design Specification fur Wood!Cunsimction(NDS-05).
AllawahPe 1md values sr�t:a5cd on Inmhar what a spout!is grnritrof USS (Sc,IIhem Pinc ar eyrat).
4. Allowable load values for withdrawal are based on a nindmum penetration a12 i inches info the mMralicr
I,one St16 inch.,t arch long sfaitdess picot Izg aerew_
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HYUNDAI SOLAR MODULE
RGMulti-Crystalline Type
HiS-M250RG HiS-M255RG HiS-M260RG HiS-M265RG
Mono-Crystalline Type
SERIES HiS-S275RG HiS-S280RG HiS-S285RG HiS-S290li
HiS-S295RG HiS-S300RG
60 S C.hI In Low Light
Applications
KOREA �p
For, For Both More Po,v, Hychdai Ccll,
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PERI-Technology _ 1+1 Low LID/PID 111 Mechanical Strength
PERIL technology provides ultra-high Both LID(Light Induced Degradation)and Tempered glass and reinforced frame
efficiency with better performance in low PID(Potential Induced Degradation)are design withstand rigorous weather
irradiation.Maximizes installation capacity strictly eliminated to ensure higher actual conditions such as heavy snow and strong
in limited space, yield during lifetime. wind.
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Reliable Warranty Corrosion Resistant UL/VDE Test Labs
DL VDE
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Global brand with powerful financial Various tests under harsh environmental Hyundai s R&D center is an accredited test
strength provide reliable 25-year conditions such as ammonia and salt-mist laboratory of both UL and VDE.
warranty. passed.
Hymmai's Warranty Provisions About Hyundai Solar
l0 Year Product Warranty rst bls ]2.H tl4 a dustr, HHIt v t J t
10 es spcis, ith 4809 aniph, , and nor,it....413 hill t nI ( .:,
,lobal l „der a t for d) rde Heavy lnf,tres,- .,,i I to I 4d I t,re c :ali
an,i ne d l I r i nq anJ hea f HH v f a rev
25 25 Year Pe formance Warranty [ 'ted a r t +cs I lHHI F v n I a I, H vij dL i II I ri,-lu str ,r ;,r,I rir >nr.v
t .f, 97✓ r Esta d as a- ,(F r, ( t 1 'and sin affilic,t, v, VIII a, t 1) _r r)LlL It • t
vs warsrt alto- reond a ,r ,! dthe 1,r n,,t st Ii- F, eland i I. ..r -mi,K 1 - ';l of
HIIh l 71 J j,dater. 'nodule pra t Yl'I'.ca aC t =e 3L101 c li l i`rac.d r A
P 1 l LkLynh rL.L C:
4121,lsgva ,nw=d ap Lis 2, ea vcve[ha3000mtomcs .rdwiue.
Certification
CE ` nEow ® rvyar ®_ iF as ♦HYUNDAI
GREENENERGY
Electrical Characteristics
Nominal Output 250 255 260 265 I 275 280 285 290 295 300
rr 37.4 376 377 37.9 1 384 38.5 38] 38.8 39.0 39.1
Shod Cinch it Current f I D) 87 8.8 8.9 9.1 9.3 94 95 97 9.8 99
Voltage at Pmax Vuipp! 30.9 31.0 31.1 31.3 31.6 317 31.8 32.0 32.1 32.3
Current at Pmax Mai 8.1 8.2 &4 8.5 8 8 8 8.9 9.1 9.2 93
Module Efficiency
15.3 15.6 159 16.2 16.8 17.1 17.4 177 18.0 18.3
Cell Type 6".multi-crystalline silicon 6",mmro-crystalline silicon
Maximum System Voltage 1,009 1.999
-0.41 -11.40
`5 41 1 -0.29
0.039 0 039
'NI :,bnAaN rwle a 1AL o4nL mnyO g0 'I lynu iolim.
Mechanical Characteristics Installation Safety Guide
Dimension. 998mm(39.29'hW)xm
1.640 me KL)A,35 mIT,(1.38 Kip) 'o^IYn tp ,n,,er sh1rJ .[all or
pCrtOrnl ntenanCF
VII Approx.18]1g(4L216s) •Do aware of tlangerioL, biyh U'_voltage.
Solar Cells 60 cells In series S milt matrix)(Hyundai cell Made In Korea) 'De rot Oa:Tage or snatch 9e ms s..rta oe
of the RRaule.
Output 4mm?p2AW0)cables with polarized weatherproof connectorsDo LTD h.,-dinor'"t1d: ,rdulc;vfier lh-,
IEC careford(OL listed),Length 1.0 of(39.4) a:e we[
,housuo"Box IP68,weatherproof,IEC certified(OL listed) Nominal Operating
Bypass Diodes 3bypass diodes to prevent power decrease by partial shade
Cell Temperature 46-C±2
- -
Front Anti-reflection coated glass,3.2mm(0.126') Operating Temperature40 85'C
Construction Encapsulant:EVAI Back Sheet:Weatherproof film Maximum System Voltage OC 1.000 V QEC)
oc 1.009 v(ILL)
Frame Clemanadized alum inure alloy type 6063 Maximum Reverse Current 15A
Module Diagram in I I ii I-V Curves
Marra-Grysalline Mull"loyslalline Current[A]
B Type Fun'.S de View Si Type Fon'Ste View
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GREEN ENERGY
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