35-127 (5) 55 CAHILLANE TER BP-2018-1043
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map-.Block:35- 127 CITY OF NORTHAMPTON
Lot: -001 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 SP-2018-1043
Proiect# JS-2018-001887
Est Cost $29382.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sp. ft.): 9844.56 Owner: THOMAS MARGOT E
Zoning_ Applicant. NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT.- 55 CAHILLANE TER
Applicant Address: Phone: Insurance:
136 ELM ST (413)247-6045 0 Liability
HATFIELDMA01038 ISSUED ON.-411712018 0:00:00
TO PERFORM THE FOLLOWING WORK:ROOF MOUNTED SOLAR, 26 PANELS 8.58KW
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:
FeeTvae: Date Paid: Amount:
Building 4/17/20180:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
MARG-7
12 ' Ciry of Nor!hampton status of PennE Deparenent use cny
Buildng De payment curb Cutorivaway Pemn
212 Main Street SeaeadSepbc Availability
Room ',00 W8wd`WMIAvslleMry
Northampton, NtA 01060 Two Seta of Structural Plans
phone 413-587.1240 Fax 413.587-1272 PloVSite Plena
Other Spaxly
APPLICATION TO CONSTRUCT ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION t -SITE INFORMATION g 19—
1a Prppgty,094" Tnis section to be completed by oth"
55 Cahillane Ter Map _--_ Lot,___ _Onn_____
Florence MA 01062 Zone _Overlay Dletnct _-_
Elm St.Distrat_ CO Disvi-t _
SECTION 2-PROPERTY OWNERSHIPlAUTHORIZEO AGENT
2.1 Owner W Record: 55 Cahillane Ter
Margot Thomas Florence MA 01062
<aRn lYr rll -e ( A .t4 dngAMmzz'
413-584-2759
z o Alltno�>en�n L
Northeast Solar _ 136 Elm St. Hatfield MA 01038___—_
VAR'(1`1 m: AM11
dW, le✓ _413-247-6045
SECTION 2-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Gala's)to as Gfficai"a 0^1-J
concogiedo e!mra :can'
3uilding ia7 Building Permr wee '..
2. Eleclncal ±t: Es!imated Total Cost c'
COOStNCIGn INm iij
3. Plumorg Budding Permit Fee
4 VechanlC9i(:n'JAC; _. ..... _. � �
5,fire P!otect—
5. To:al=:! •2 t 3 •4 • Lj 29 382 Cnecs Numpa'
—_.—�
_This Secb on For Off clai Use Only
Huddling r'e'nt Numos':— T_ Date
issued:
Signal ,e �Gfi{y�. �7119
Section 4. ZONING re: romm:nm ra.a ar inmpinen. lmrmar tan nr:>rem a,r tc lrrmmpaxr .mc.'rzurn
Exivmg Propond Req aired by Zon=ing
T-,...:............ ::nv:: •::.
nu:4.r,
La;S!s
SaSacks Fmw
Side L. R. ... R.
Rea
BudSmg H601
Bldg. S,;i:are rOnus: ..,
Oix:n Spavc F" cig'c .,
:LO inc..uu.....
ofP46wl;Spacc,
HL
n'1.:-I a+.nur n:
A. Ilan aSppecial Pcunft/Variancc/FmJ,nli ever occn *icvC/loCun Fie site'
N (
D ` J DON'T KNOW YES `J
IF YES,date issued:
IF YES: Was the ar:rrnit recorded it I.a Reyistry ul Deeds?
NO C DONTKNOW C YES CJ
IF YES: entel book Paye aadror Document a
U. tabes ttx site COalalrl a blouk, body of watc, or wMia'+ds' NO C DON-KNOW C YES o
IF YES, has a OcrrnR bee+ u, need to lx eotained iron. the Conservation CummissiI
Needs to be obtained C Obtained C , Date Issued:
Du arty signs cast c•. Ulc propr:rtYY YES C NU j
Ir YES, descrpx size. type and toeation:
D. Are F^erc any p:uposed Utarr3es Su or aCJlium Uf signs inteneve tar rite oraptMfY? Y6 C NO O
IF YES,dc'xriSc Size. type and lucoliwr
E. YNI the cansaucaen aamty ost.ao(daa=rgJI
,qac-g c2':abcn.or filling;Over t acre or Is a ca^1 a ccmr'lrplan
:hatmR e:sta)o:er I acre? YES C AD
IF Y£S.tnen a Norsampmn Stcrm'dCatar htanagemenl Perrtrt tmm ale D�::is required.
$F•nQN a.QESCRIPTION OF PROPOSED WORK1 h Mall o II SEI 1
New House ❑ Addition n Raplacenwnt Wlatlaws Alreratlonpl C Roofing i1
Or Door ❑
Accessory Bldg, i--1 Demolltlor LJ Now Signa (Oj Decks (Ca S4dmgiu; Other rX
5.a,Descnvon.C Procosed
,ft,K_ Install 26 solar panels on Roof — d• eeo(GC "
A'teranon c'e.a:,g tn.rcom—Yes---No Ademgnewbedrocm Yes No
Anached Narrative Re^eaateg un'miahed Ussa'mm[ Yes No
rna,s Attained Rell -Sheer --
sa.If Now house and or addition to eadistfina housing. coryuglete the followin :
a. Use of building, One :army
Nurse-o`mems In each fem-•y umt:___J Nurce,o`9aT oorts____
Is r•eme a gauge a:U hed?--__
1 P'C-^_sed Sc,aefootegs d!neve consoucticn. [2 mees:Or4_____ _ _
Nuircv of fiWnes'
r 'Aelhrf of hea:m37 Fireplaces or vecodstoves N.tuber of each
E-e-gy C'onserva!an Como am:e _ Masaae:k Energy Como:lance farm ar.am=.:'_
Type of o_,strutho�
Is oYsb,v on w1-.- 100 f:, of..e5s,ds?—__—Yes Nom. Is mnaauctm o1mm 500 yr. floodplain_`Yes
DepP of basemen!o•os'''lar thor celcw$rushed grade
A. building v rorrr lo!hp Su-,.r.mg,and 2onog regulations? Yes_No.
Set!ic Tars_ Cay S=-wer_ Private+,ell—� Oty waver Samy�
SECTION Ia-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I.------Margot
_--_Margot Thomas --_--_ ___-- as Dwner of in= s.:•,=:•
property
hereby autnor¢e Northeast Solar
so eC on my bemal. ^all matters mvacYv to wIXk aOd onzet bv!his building Demni dWW1pn. -
Sisrra.¢re Orin Sara•
I. Ann Bronner/ Northeast Solar .as D+.ner-ALlhcneet
Agent hereby declare!hat the slatemn_rr!s and formatc, on the foregorg applicaum are true anc aco.ra!e.:o"a test o'my Tcmi edge
and tc of
Signed cncer!ire pars air penalces 0 Penury,
Ann Bronner
---- --- ----- ---
ProL'%,,
------ Hoc/ t1
Cisrru:are of wrA�ra pa'±
SECTION a CONSTRUCTION SERVICES
8 1 L censad Construction Stip retoNot Appl.ciou, 0
Pi:ill:p 9an::S9a.d
Nape of ece ce Homer C51OS 113
n _.
renze Vc+-or _.
._ -.. 6/7/19
A 'yi•alivi]a:e
413 -247-EC'45
hg em 1 xn -�
9.Registered Nome Improvement Contril lm: Not Appiicaoe 0
\Or' llcaSL SOSar 169641
Com p.=Y-Name ---- ----- Reganata, Numoer
136 Elm SL . HaLLield, Ma 01039 7/13/2019
No..let e, Case —__—
Telephone 413-147-6045
________ ______� D
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT IWO, p. 152,§25C(6))
Ylorke's Compenini-on Inw,&,mi a6ida'e;must be con'deted are Sb Dinned win INS apDl:a4w.Failure to proebe trrs afFdavi vnll res.:t
In the dpi,w or lne'ssi arte of Pe buildm Hurn!.
Se ned AfAOaw:Alached Yes..... . X7 No . . . 3
11. - Home Owner Exemption
Th:cummi exemption for"aonnowoai'was extond d to include Owner-occupied D%cillnes of au i 1; or p-AOZ,fan:ii:cs
and w aaaw such horrolmcr to engage an individual fm'Ilia u•I:o dna poe;x+suss a license,ptovided that the owner acts
u s a lsor.C31R'A0 bix h Edition SttOpn 10 6
Oegnition of Horneow nee: nelson(xi win pun a vrcd of ked on which hr:ahc wide.onracn3s:o:cs2r.ur.wl:irh'hr.e
is.ur!s 8nendne to'oc.a one or tun (array duelh.l:g,attaehcd e:deractsd s:mctc-cs accessory p>xueh ens xr.3�or fx:n':
icrnctnres. A person who constructs more than One home ins liss-view period sh ll not be comidered a h m o na.
Such"honxo+vner•'shall submit:o 4s Building Official•ca a fn:m accepmhle!c thz Hu:ICin�017icial,that helshe shall It
reiporimbkS It such workp rfiRMSA j!ndcr the building peni[
A:utina C' ar [i [r rvisn your prescnc.ur.thcjab sic uia'pc r:quirrL Lem time w time.dmu;a asd upon
rpcplctinn o`hBc uorx fire uhieh ties;.;emit s tssacd.
Also be adv:sod that uah refc:cncc v 0apter 152 I W c:kers'C"dmpccx;eioc] a^A Chapter;i3,Liability cf Ampipgc.m
F.mpioyc s fn::nj w:es nm muY.:ng in Ocsi�}of rhe .1lassamusnw G:nr:a; Lass Anx:acN,yap mse be Ilahk for paranep;{
}nv blur u�pe:.`orm w'urk f-:yma uMa'Ibis pc:m:t.
Tb: c:.rclsipned"hon::oxlrc:' cenides a.^.2 ass�mcvrs�.nnsiba i:y W:comDilxscc witr t*.:Sratc Hai;da:g Cnd4 Ca} o"
Nmtl; mptes Clydioacea's,Srazc and Local Zonug tax,and 5!au afAlassacbv;cns Cirnsel LX s Aminated.
Homeowner Signature
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: 5.5 -'L ll aau Cbc�
The debris will be transported by: nlnrll , f S 6r rrao k 64;f.. d map (k -
/� T
The debris will be received by: Si Lt r1„M.pl Ez � le I b toa ti 7nicl
Building permit number:
Name of Permit Applicant :
Date g ature of PermitApplic�
The Colnmoirreatith ofMassachusetta Pllnt Form
Depattnen2 of IndastrW Accidents
%Ir Office of Investigations
�jA."41 Congress Sane; Suite 100
i Boston,MA 02116-2017
t•: wrvve.massgovJdia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Name.Northeast Solar
Address.135 Elm St.
CitylStatelZip:Hatfield,Ma 01036 phone#.413-247-6045
Areyovan.mployer?Checkthe appropriate box: Buarma Type(rq.imd):
1.Q I am a employer with 17 employees(full arAl 5. ❑Re"
or perb6me)l 6. ❑ResleuranoBic Eatirg Establishm ent
2 ❑ Ivnasale paopn,tororpannr , vpand havem 7 ❑Office andlotSales(,not real estate, mso, etc)
employees working fa m e in my capacity.
(No workers' compinsurance required] 8_ ❑Non-prant
3.El We ere acorp or afian end its rill c ers have exercised 9. ❑Entertamm,a=
their right of exemptiorrper a 152,§I(4), endwe have 10 El Memd'ectoccog
ria employees.[No workers'comp.insurance required]!*
4.❑ We are anon.profit orgenu aomn, staffed by volunte a,, 11.❑Health C are
with no employees.[Na workers' cmnp.irau .a req] 12.❑Other
*Any applicmtdW cFecksbmM mut abouattlel.camsbdov,slaving tlwrwoder,'cmeperuati�policyvd tier.
**V de coapaa4 ot£cea have«empdd tkmelres,but de emtaoo ociaha u}IexexryiloRes,awodsn'capensffionpdicyis mpi ed avd suehan
oganiatimiskoild cleckbm#l.
l am ax axrpbyerikatisprovniis�workers'cmxpenseSae invxsmrcefor my employee. Below is tAepohiy ieformoteon.
Insurance CampanyNme,:Energi
Insurers Address: 55 Cahillane Ter
cityastatdziP. Florence MA 01062
Pdicy#a Self-ire.Lic.#EWGR000260517 Expiration Date 4'B/10
Attach a copy of the workers'comp ensatnnp alley declaratnn page(showing the policy numb er and expiration data).
Failure to secure coverage esregwrcdunder Sectia25A cFMGL c. 152 can lead b the impositiort of criminal penalties of a
fine up to$1,500.00 of a STOP WORK ORDER end a fine
of up to$250 00 a day against tha violator. Be advised that a copy of this statement maybe forwarded to the Office of
Irwestigatirns of the DIA for insurance coverage verification
I do hereby cirdify, ander tl e sed pax perjevy fid the cefrrevntiox p;rwided nbow is Sw oxa coned.
Signature ay DatiI 'a?'I—[
Phone#:413-247-6045
Official ase only. Do.ot write ix Al area, b be completed by tidy or tow.off ecixl
City or Town: Permild.icena #
lasting Authority(circleone):
1.Board of Health 2.Building Department 3. Cityffown Clerk 4.Licensing Board 5.Selectmen's Office
6.Other
Contact Person: Phone#:
wvrw.mas6ovldia
Me
S by q Yr A iL d 4 4•r Sr C"r` ' k` ,
d
-,4 s
4
ae
f
47
r ,gym
a 'b{ „q, a `its �t3 ♦ v i »,: { � ��X!". x+S
z.
� r
X ii a it �9�x Vt' �s
�. �` "#a ' L,y,''�!• _ M ,. - Y 2 'No
#
ka '
• i i
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: April 6,2018
To: Justin Annis
Northeast Solar
136 Elm Street
Hatfield, MA 0(038
Front- David Vreeland, P.F.
- Vreeland Design Associates
Re: Margot Thomas, 55 Cahillane Tearacen Florence, MA: Stmetnal assessment of existing
house roof m support proposed solar array.
F have investigated the existing roof framing of the 25'x 37', 1-story ranch style house.The house
was constructed in 1900. 26 PV solar panels ani to be installed on west facing roof. The roof is
Gamed with 2x4 Howe designed roof cusses installed at 24"on-center,spanning 25' with a 4/12
roof slope. The roofing is asphalt shingles.
1 have reviewed the mounting details for the proposed solar arrays. Based on my calculations and
on the specified PV solar panel unit weight of 40± lbs, with the attachment points of the array
placed at to maximum of 4' on center and staggered to minimize the load to any one roof truss, the
existing roof framing is adequate to support the proposed PV solar array and the snow and wind
toad requirements of the current MA State Building Code.
Please contact me if you have any questions or need additional infornmtion.
Sincerely. B�Fy"A ef,y,1'�
DAVIDA. �c
VREELAND
CIVIL
No.45317
David Vreeland, PE $a goo a�
Vreeland Design Associates "FssYoxAeps
116 Riva Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland@verizon.net Fax: (413)624-3282
?Golic q ��cC�+Wayfj
EVALUATION REPORT
FRoofRelied Number: 0248 -
Originally Issued: 0912042
Valid Through: 0912013
s
: 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: (1)shoe assembly with captive waterproof
5"St,Suite A washer,(2)lag ball to fasten through the shingles to the
ver,WA 98661 toot rafter, (3) flashing that is placed under the row of
shingles above the shoe and then ova•the shoe, (4) L-
TION SUBJECT Font that is placed Ove the protruding shoe threads
and (5) hex cap that is secured or to the shoe. See
o EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2.
3.2 Materials
LUATION SCOPE:
LZ Roof Mount is fabricated fmr. nummom. Shoe
1.1 Compliance with the following codes: assembly is fabricated using castling alumiwm alloy
with dimens+ons of 2.80 inches in diameter and 1 00
• 2GD9 International Building Code® inches in height. II is he'd in place using one 5116 inch
2D09 international Residential Casette diamehr ag boll that is 4 inch in length and made o
• 2M international Building Coolest, stainless steel. Flashing is fabricated from sheet
• 2006 International Residential Ccoll aluminum with d;mansions of 10.0 inches in width. 12.5
inches in length and 0,04 inches it thickness.
1.2 Evaluated in accordance with:
L foot is a 2.00 inch tong unequal :eg angio made from
Evaluation Criteria for Joist Hangers and 60G3-T6 aluminum with denensions of 300 inches in
IAiscellaneous Connectors (IAPMO ES EC004- depth. 200 ':rubes in w,dth and 024 +riches in
2011;,Approved March 2011 thickness. It contains a 0.3(5 inch diameter round had
Acceptance Criteria for Roof flashing for Pipe with a 0.83 inch diameter chamfer (in bass) that is
PenctraUons(ICC-LS AC286).Approved April 2010 tested in the center of the base leg. One sict
measurrg 164 :rich long by 0.40 inch mdo occurs in
1.3 Properties Evaluated: the ranter and is located 0.30 inches from the top edge
of the vertical leg, which has a scallop front and rear
• Stn,ctural face. See Table 2 for component material directive
• Weather Protection and figures.
2.0 USES 4.0 DESIGN AND INSTALLATION
FZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design
mount solar systems and other rooftop devices such as Tabulated allowable loads Shown in Tabic 1 of this
rafters
satellite trades undernerneath.on asphalt shingle roofs with wood report are based on allowable stress design 'ASD).
Adjustments ",o these va:aes are required for wet
F7 Roof Mount is specifically des.gned to be used for service conditions, sustained exposure to elevated
installation of solar panels for electric or hot water temperatures, use with fire retardant ;unbar or with
oroduction on roots with slaves from 3 to 12 units lumber whose specific gravity is loss than 0.59
vegical h, 12 units horizontal. (Southern Pine). Allowabz values based an fastener
strength may be adusted for duration of loading. Seo
footnotes of Table ' for more detailed explanation.
Page', of 4
az,ai .•m me aro , ......... rs. ..m... n.�.,,a ...
.�..n}W'n+P a': n,pMnO4/-n5rte,
EVALUATION REPORT al �
Rapon Number. 0248
Originally Issued: 0912012
Valid Through: 0912013
4.2 Instillation !lain test data and thickness of aluminum flashing
submitted is in conformance with Acceptance Criteria
BZ (toot Mount must be installed using the 5116 inch for Roof Hashing for ripe Penetrations ;ICC-ES AC
diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters
location as described in the manufacturer's installation Laborai Slandard for Cas Vents, UL 441-96 Section
insinrCpors. I ag screw must penetrato into the reef 25.
rafter a minimum of 2;inches. Prier to installation, the
mct rifler shall be bored with the required lead and fest rei arc from laboratories in compliance with
clearance hole for the unthreaded and shank portions ISOIIEC 17G25
Of the lag screw as required in Section 11.1.3 of the
NDS -05. Threadetl portion of the lag screw shall be 7.0 IDENTIFICATION
inserted -^rte its lead hde by turning with a wrench and
not driving by a hammer. A die-stamp label in the flashirg conning the name and
address of the manufacturer, the model number.
Use Of acxiliary holes in the Shoo other than the use of IAPMO Jmform ES Marks of Conformity.. ana this
an extra fastener to stop the shoe from rotating during Evaluation Report Number tER-0248).
Installation is outside the scope of this report.
Flashing shoo d be installed full Under the shingle up !o I!1
the raised comer, of the Cashing to prevent water WL
5",ingress under Vm shingle. No purtion of the flashing
shouldbe bent upward; the flashing must real fully
against the roof shingles.. Otherwise the water and wind
performance may be impaired
IAPMO 40248
5.0 CONDITIONS OF USE
EZ Roof Mount L-Foot Kit for Shingle Roofs described
,in this report complies with the codes listed in Sedicn
1.0 of this report subject to the following conditions:
5.1 E7 Roof Mount shall be installed in accordance with
!his report, manufacturers installation instructions and
the codes fisted in Section 1,1.
5.2 Ca'culahons to verify Cre imposed leads On the EZ
Roof Mount assembly do not exceed the allowable
loads contained in Tabie i of this report shall be
submitted to the code official when requested.
Cn!cula0ons sham be prepared by a registered design
professional when required by the statues of the
junsd:Uion where the work is constructed
6.0 EVIDENCE SUBMITTED
testing and analysis data submitted is in conformance
will, Evaluation Criteria for Joist Hancels and
Miscellaneous Connectors QAPMO ES EC 002-2011).
Page 2 of 4
EVALUATION REPORT
Report Numbee- 0248 -
Originally Issued: 098012
Valid Through: 0812013
FLE : ALLOWABLE LOADS FOIL RZ ROOF MS,7lIN'!L-FO(pt'KITUllbnule Loud Tsstlxmdsl feel Loot nt fslcai#ed Alivasble
lett VxiseU.250 ineh 0.125 bieb Fuslenor/Metal Design Lead
j',9,^3.0 deflection aleihxlinon t715 1,60(1 rPJ9 1L0 340
LaNmi 2ff0 240 130 03 130
Nntcs
Al4 wabeoad+a lusareltidicefive d"oItem
Ine , IB indie el6nael vl fllillyd. is s,r phl l).sicd
i n -r212S mdf Ieflect an(detiwtimt tiouit} mlcu(aied Cas re apa'IY(w dw -or 1-1,11)tr 11CM
Stn aspcudi Rwily do.ss(4uttttent Pine)ur all.wabie sha ldill.abnr[rn 1. faPI
11 all ]> it alue,ere based on I tuber M,all Yfthe flilk,w.ngch7 a x eu s
l xaLLd in diwytv •ice umdRiOns e lwra the omittnrc.,too does not creed 9i b r ae extended l omld
➢.le i;ch.,in ju,,tce eRd Ylmeln(et.
b 1. .Cued luuitdxS : re,Penance sutaird ex msvee to eivvtd mriemw 'that aceal IGD`I.
1 i an)'aihei e ndi,ions aiW +bit ianle+aloes sha11 be inulhphe I b+ Iba rclalerl adpi<ni tl fa t •/s7(C„
idr r G)iii ace sidancee .,rd on iunble U with
i1,wit r y.M5ll Cnn tr uwi (NO5-OS)
d •ebI ii i utnes arc b sed on tumbert�e,h n spec IIe gia tEy of 0 SS(So Shen Pine d7
/. ALC. nl lel nd taiues fwwthdrawal ara based+aa nvnhn0i Fn+ic.rahon of ncharn tnt0 ivioilc sofralier
a+ Nm
SIH,mob v; ntdr l."I l." standess steel tags rat .
L_ Nlsxat'c nlms nray not(c iaceeaeed lcri addsahon inm tdoi co svitii Sectior-- 79312 ai tiiv'rD$-0S
Uplift
Lateral
I '
Page 3 of 4
EVALUATION REPORT
Report Number: 0248
Odginaily 1¢suedi 0912012
VeliC Through: 0912013
FH��
BLE 2:MATERIAL PROPERTIES
M19aleml _
Vumuwin loy AW 11 Aig00
rCYDM vib du net r ,:gof60
304 slaminss steel ASTM 1 J 1p
AiTme nRIF 6316A61A 33221
Al mmm� iItANS 14A A3N00 ROOF MOUNT COMPONENTS
Mt
Figurel:SLoc Asscmbiy Pigore a:fias Cap
3
i
3'igure 2:Lag Bolt figure.5'.Flushing
Figure 3:L-feel
Page 4 s!4
EVALUATION REPORT
\. <
Report Numbers 0240
OrigiOally lasuod: 0912012
Valid Through: 0912013
'1'A ALE I: ALL(I\a'AOLP:LOADS FON EZ ROOK h10I1N'f L-h"oOT 1CR
Load Direction UlOmato Load Test load at '1"est Lonri at C'al<ulaled Allmswblp
ex fi ure below Tcsl Vnhle 0.350 finch 0.125 tnrh Pvstener/pl'fid
(s a ) F.S.=3.0 doflee0nn deflection St 1h Design Load
UpIill(Will:drawul) 715 I,ft00 695 �4U 340
I stcrcd 26U 24C !30 153 130
Nmcs
7. Adowrnble load�aluw arc based on the Icast value fmm Ilse nitimalc IoxA of three Icstz(circnglh limip,tesicd
.cad !0.i 5 i t h 1 4c boll(del a Con I m t) talc I ;od Ixsl ler-.,ad[) (,ol i al or I ;ere 1 f r wood
ith aspc ffi gm y fG55(S them pine)oridhwxbla wc,,I rdw hiunuml fort rnttt -
AdowabklodsluesnrehiW nlunb 1h all ofdro following charecfenati .-
f. I .ted f f drys of a cmpini ns hove lin, bture amt nl 1,3 not exited I) for m dad period
cflim such as m moa overai sb uduros.
1). 1
an,
d he.it docs'not expv:ence sost. ad oxposure lo elevated mmperan es fhxt exceed IQ(1'E
I ar any other Conditions,allotvnble table snlut,shell be malliphod by bo.&a,d,djo,tm,w fau'e,j(C.,
and,
Cr)in a Mdnooe wi0t the National Design Specificatiod for Wood Construction(NDS-05)-
Allowabie load values arc hard on lwnher wide a specific grvavily of U.55(Sealh on pine or egoal).
4. Allowable load at,,.for withdrawal are based on a minimum peactratien oft V, inches into th,roof ra[Icr
e 5/]6 inch x 4 inch Imre stainless sural lag screw_
5 A]!ollablo vetoesnfay nut lo;Mrcaeedfor load doralion is acmrdanco wish S,eo lto.i2vfthc NOS-o5,�
ii
Y�4tC��,viy
I
AES PI J Id] E p^ p
IRONRIDGE
r
T IFWSM1 NW A .IJI'a�Cx MiG flanp -� - -SNv Panel
yr :'d•
.:
77-7777
ronRbfie fta3—E \ Fla nlnq
Seek F+asn\rayl.. I f RN `"-�
M1 ,_FF_I PCO_ IfaNdG T allkAlC xCdnn _
r� ...nm^..:...... boa C'ar: End CW"
SLI F4.LM1_9L s�,,tl Rog l_ F
t t4 t C"
ar..meuw+ FJ -�•
rra Fl�s��vn:.r'la� e"�x� IR 201 '..
3:1'=T O'
NortheastLI-
'
u
Typical feet placement w/
16" o.c. rafter spacing
I
i
Typical feet placement w/ i 7ru
24" o.c. rafter spacing r:
�I_
-itLG . .
Life's Good a Better Life
LG NeON'2Ace a
111,LG Ne0N„2A(: 9e dredCled AC d e vhid blurs TI.
60 cell Ip6 As theyO ”2y C tined LG NeGN E2 AC Ca pllfy all nE CE EI✓Intei k.
the processes sochaslogistics,'msttlh[nn and moniorint,
Enhanced Long-term Reliability '•. High Power Output
TILL t,N ON 2nc1 rt r
t1 1 - - n WON ow -I ILL I. Li
it, K ld r t n t cr �� high L, Ir LI rr. ty, Lilt,
ruingetec con, ro,jact r n and clob.fw virablingn, Lia l ofri r f sp,.
1), it „ny sofac.ent a,rno.f sohnd
V Safer Solar Roof System �f It.r User Friendly Monitoring
IheI.GN JN"2Act, _ f.AL .It."and I _ e t N t dM tl CII
aimlle-11,NEC 2014-. dfoil ,,nd,jl I Iglt tv L factory-
YSimplified Logistics A Quick Installation
meLGN ON" Ac plr �.[ r_ lJ mq e tuto, 1 2 n- ,;,
mol pl
PV ofl L {t it 1ooncloci II tl
tort Makrinc,ass,er cartel,store.atdt arynrt f th,i I... .m11 t1 r ILL, I corny inII fhpr
Al-I LG Elec[mnlrs
or
LG NeON"2ACe
Mechanical Properties DC Temperature Characteristics
Cells 6,19 NOCT' 15.
5 E t r
Cell pi 16 Pmpp 0']'q'+
CellType Munue rydallne/N-type Voc -C.,)t4rc
Cell rumen..... I111r 1117 rm/6 mr1s Isc 'gT qrr
=.Frush,, 12 ri, Wr ,irlI, _....
Wul..aml.(t.w.n) 16E6e1C15 set mm ernes DC Electrical Pro STC
6e RRanr.unn:b P (STC*)
welynt 19y4glalba lb Mama gE.W
FmntElect WCC Pa Maximum P.wer(Pmax)' "I
Rear Loud SOCC.a MUJule Efrifie.cy(%) L 3
Cut, NamrJmn et
. xr.-NCrav Pit we,Taer s(q)
End.rvm Ind—caul Pallny O 1 111111 2SO ty4e5(MIQ —
or,eraC.gfimh-1hurperature -11 .11,U 111 rl.O—)
Storage Terperamre -aC '
_s'c;-ar-
Olass wyh Tr.—cc..mr temper eh clan. AC Electrical Properties
Fr..m. TrardZIi,n'mn.�,um
1—irld,..,let(Iltlllty la ve) FnPha.e IO61 Mci Peak Ou Put Power(W) 29(1
Mme Con mrus Output Pow War JPC
Meturpl Vdagc/Ra.geW) tat
Nominal Output Current(A)
Cerbficetions and Warranty N.mmal Frequency I pill(Nr) 511.11.„ .Ros
C—e—ti... gCM.dule LII I'll, 11 ITr3 P.—I1-iia I Ad,ricr e -/C/baginp Dlnr.lmy
Micro Inver ter ULI/nl/IFF 1517 UL 52109-1 CEO Weighted Efil(%)
FCC Part IT'Iaur, LES-CCC3CI...R Mat Patch Circuit Ovv Current Pmt.ction _
UN/CSA-C22 IFO'C1.11 Numberof Max.AT MOdule.(Ed)
Madule Fre Pu ldre ce 1,11(Ir 1]03)
Plar Module Pmdua Warranty 112'ca, Dimensions(mm/in)
Mien luverer WarteM1y 2` rz
OutputWP—CuyrefPm-(OQ p Wae-anly'
1
Characteristic Curves
0
- 1 0
1'.I Pi