25C-074 (4) 15 DAY AVE BP-2019-0050
GIS 4: COMMONWEALTH OF MASSACHUSETTS
Map:Block:25C-074 CITY OF NORTHAMPTON
Lot-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Categorv: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2019-0050
Proiect9 JS-2019-000065
Est Cow $31463.00
Fee: $75.00 PERMISSIONIS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sp.ft.): 7448.76 Owner: MAGINNIS TAMLYN K
Zonine URB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 15 DAY AVE
Applicant Address: Phone: Insurance:
136 ELM ST (413)247-6045 O Liability
HATFIELDMA01038 ISSUED ON.-711012018 0:00:00
TO PERFORM THE FOLLOWING WORK.ROOF MOUNTED SOLAR, 20 PANELS 7.2KW
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 N Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Cas: 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 Slenature•
FeeType: Date Paid: Amount:
Building 7/10/2018 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
IAA GI NN IS
solar
Department use cry
yofNorthampton Status of Permit:
JUL - 9 2018 B Oding Department Curb Culf0d"wsy Pemsl
12 Main Street eAvailability
Room 100 WamNWaa Availability
GF.PT.OF ooanlNr,,�^iF°=� Northampton, NIA01060 Taro Sem of Strucwat Plana
N 413.587.1240 Fax 413-587-1272 PlogSite Plans
Omer Specify
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ON E OR TWO FAMILY DWELLING
SECTION I SITE INFORMATION op— 14— 50
This section io be comptetedby office
15 Day Ave Mao Lot
Northampton MA 01060 Zona _Overlay District__
EIm St Di.Vkd Ca DiaMc(
SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT
2.1 Owner of Record: 15 Day Ave
T mil Maginnis Northampton MA 01060
' - 413-297-0856
ti
23 A,thorued A,
or ast 136 Elm St. Hatfield MA 01038
\arta tl'nnn —
_413-247-6045
Su�vwa TNe.ly^<
al,r, Eeamemd Call(Odlers}m De ORw ai Jse Only
Cort aced by Orr aw.cam
t. Building :a!8uildinD Pamir Fee
2. Emomcel ? ?bf Esfimated Tota:Cos'v
3. Plumb,g Budding Permit Fee �1
4 Nechamcal:HVAC)
5.Fire ProlecP '
6. Total =i' •2 13 -4- 5j $31 463 Cnec¢Numcer o1
This,Section Por Official Use Only,. _,,._.....
Building Pe,mr Aumte': Date
ssued:
Blgnaare:
Nntdv(ifmrc+P.50n �aPerror 4'Nu4dnrYA
Section 4. ZONING Nlln`nm#llp,M.1fi,{nmry'Mrn.Pormn San an lNmM Is, le lrrUmrtlerr "rif anrn
Existing Proiwscd Required by Zoning
'n. ..I .,v iltf
ia,n
Nu!�e:nc uor�rma .
Ln Sim
Setbacks Front '
Side L: R: L: R.
1
Rear
Building Height
Bldg.Square Footage
Open Spsee Fwuge
of Parking Sp&op __ 3
F.II.
pnluckl
A. IIdS a SSp^pCLl at Permit/va6anCe/rtndiog ever beet nisLvC for off Loc site?
NO l) DONT KNOW L/y YES ` J
IF YES,date issued:
IF YES: Was the permit recorded at Dae Registry of Deeds?
NO O DONT KNOW YES 0
IF YES: enter Book Page undyor Document C
B. Dues the site contain a btouk, body of water at wcllandSf NO C DONT KNOW 0 YES V
IF YES,has a permit bCL"of need to be Wrioined trum the Conservation Commission?
Needs to be obtained 4l Obtained n , Date issued:
C Oo any signs exist V the property? YES NO
IF YES, dcseri!x size, type and petition:
D. Are lbere any ptopostw thanges toot aodibonsof signs Intended fur the oru{xrty ? YES C NO Q
IF YES, dcecrfDe size, type and Iocaliun:
E. NAII to i anstmcticn actnity oet+m{d song,g ad:ng, eavin an.ar filling;overs acre ar s.r zar:of a p9nnrn plan
;hat sill msturo over I SG@4 YES NO 0
IF YES.than a Norinamp;on Seim Wistar Management Permit from fie D".7.16 requited.
SECTION a DCRIPTION OF PROPOSED WORK IdheCk alI aoallcablel
New House ❑ Addition ( ReplacementW-ndows At rational C Flooding
Or Doors
Accessory aldg. Dem orlon ❑ New Signs (1 11 Decks E� SAing II 'j Other;X,;
Beef DeSMITlon of Proposed
1'dak: Install 27 solar panels on Roof
Alerabon of exrstmg bec- _Yes___No Add,ng new bedroom Yes __No
Attached Narrative RerovaDng nfir.Shed basement _^Yes __No
Plans Attached Roll -Sheet
sa.If Newhouse and or addition to existing housing complete the fallowing:
a. Use of building :One Famiy _ Two Pandy Otner
b. Number OfrdomS meaChfamdy VOil:v_ NUIrk.Crafeatnportz____
c. is mere a garage attached?
c. P+cpceee Square footage of new oonstmmion.__� Gmanslons—_______
e.
Num of stones'
f. 4lelho± of heating? Fireplaces w Irrecrs_stoves Number of ea•:h_
g. Erargy Conservaton Corrrkance. —Mssawe:k Energy CanaNiance form attained?_
Type of omstruc.ion
Is oo struwon wM:m 100 it.of Wildand51____Yes _No. Is consaucsa+within 100 yr. Boodpiein_Yes e_eNa
I. Dept' of basement or cola,floor Leae Tmishei grade._
X. 'dila building cmform to One SwpU ng and Zoning regulations? .Yes_No.
I. septic Tank— Caysewer__ Pn+•ale wallGty wafer supply
--------------- --
SECTION
SECTION 7o�OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BURRING PERMIT
l Tamlyn Maginnis — v ,as Daner of the s vza:
property
hereby autnciae Northeast Solar
[q e n r in all matters refatirt to NGrn audwnzetl by this building oarml ap:Gcaton. —
All
�_ `I 30�2 -
wm_ _.. . ._...
I. Gregory Garrison/Northeast Solar ,as oxnenAumcnzed
Agent hereby declare that the statements and mdonneoon on the forego^g applicatim are Into no aca,ale_to To Lest of my n vwSiOge
and oa of
Signed antler tris Dams ace parishes of perjury.
Grego r gson
3 �8 -
SECTIONS-CONSTRUCTION SERVICES
91 Licensed Construction SunBvlsor, Not Applicable 0
N.—e W rcen.ntlolaa. nhill_p aaursgard C5106113
....._.- oer _.
4.. 're:a'_`.: =.d Co-tai- v„ 01312 6/7/19
z
413-247-6045
9.Raotabred Nome hnprpv nt Conermly, Not Applicable (3
Northeast Solar 169641
C^Tnanv Nama Registration Nuni
136 Elm. l HOL ld Ma 01039 7/13/2019
AGdress Exp,&Ie w Date
_Telephone 413-2 4 7-E Q4 s
SECTION 10-WO OMPENSATION INSURANCE AFFIDAVIT(M.G.L,c. 152.f 25C(a))
4Vii Compensation Insurance aHidahl must be competed art subrrats pith this appycattv,. Failure to proaoe ma aH�davd will rev,h
inlheden,alolihe pssuanmofo,abuilG ennt.
Sa*d Asfchent Attached Yes.......Xi No..._ 0
11. - Home Owner Exemution
TIr:utmu exemption for"honszownera'was exulded to include(hynsr-occupied DM•rillnesnlbne(1) or iwoi2;forilics
and m allow such born •nnm engage an irzdividual for hire who docs no:n>scss a license-provided that the owner act
as suaenisor.CJiR 7d0. Slsth Edition Stttloalo935,1.
D!ellLulOp.pL1l9IDCmtnai_Person(x)w9n mrn a(xtmel cf land on which hcshc resides or ua•crds'e recdc.or.Which arc
is.or is itxcndM m hc,a one or tun Canlily dwclleng,attar..*.cd or dcWchsd s:rucimcs accessory u>such u;c and'w tarn',
suueluees. 4 ucnnn who constructs more thea one home in a two-rear period shill nal be considered a hanv ownor.
Such shs11 submit to the Building Official,on a form accepinble to the Budding Official,that hershe shall be
responsible for all such sork performed under the building permit
As acting Construeaion SuRembe your presence or IhoJob silt will ee rcquani from time a time,during oral upon
ompIctlon of trig war):for which this p.Innl is lsiotc .
Also be advised that wuh rcfcrentt w Chzptce 152(N'orkccs Cmm�mvlian) and Chspmr 7Sl(Liability of Emptoycrs m
Employco for injuries not resuhing in Drub)ofthe 17nssachusnis General Laws Annotrai,you mal be Mahle for n:rson(s)
you hire u,perform wnrk foe ypu urkcr this perurm
Tl> undersigned"homcowim'"certifies and assumes rasponsibtlitg Icr compliance witi the Muc Haticl ng Codc.Cuy of
Snrthampeon Ordinances,State and Local 7.onuig Saws and State of Massachusctl;General laws Aminated.
Homeowner Signature
77ae Comeomveallh ofMassachusettr Print Form
!� d Department of industrial Accidents
Office oflnvestfgations
1 Congress Sovel, Suite 100
3 Boston,MA 02114-2017
w .mass.gorl&a
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
BusinesslOrganization Name.Northeast Solar
Address:135 Elm St.
City/State/Zip'Hatfield,Ma 01038 Phone#413-247-6045
Aro youan employer?Check the apprupaiate box: Basiness Type(required)
L Q 1 am a employer with 17 i m iloyees(full and/ 5- ❑Retail
or pas6time)• 6. ❑RecausentlBer/Eanng Establishment
2.❑ I am a sole proprietar or partnership and have ra
employees workmgfor me m mycepacily. 7. ❑Office and/or Sales(incl reel estate, euro, etc)
[Nowakers' comEmourencexequixedl8. ❑Nonprofit
3.[] Weare acoxpaationandits officershave exercised 9. ❑Enteriai.sM
theix nglt of exemptian per c. 152,§1(4), andwe have to El Memd'achxriog
no employees [No workers'comp.i.uaance requred]1* 11 ❑HealthCme
4E] Weare anon-profit ani
gezatn staffed byvolonteers
with..employees.[No workers' camp.issuance req.] 12.❑Other
*hny4elicadthb cledsbwKnotaho fill oxtthe sectarbebw slwriry•Uwxrmdren'csvequsatia{olicy tia.
*"If da capaaa aolces lave..'ad thaw., ,but❑e<apaatiaalvs vderenployees,awodren'cmpaamonidicyis squiredad suchen
ma;axdmdmrs, ..c6chba�hl.
I am an employer that irprovidiag workers'a mpanmm. iamrmece for my employees. Below dr the policy deformation.
In...CanpanyName:Energi
Ineorar aAdmaas: 15 Day Ave Apt 1
City/State/zip: Northampton MA 01060
Policy 9 or S elf-mis Lic.OEWGR000260517 Expindion Date:
Attach a copy of the workers'comp ematiorep o icy declaration page(showing the p olicy numb er and exp bation daft).
F enure to secure coverage as required under Section 25A of MGL c. 152 can lead to the impositim of criminal penalties of a
fine up to$1,500 00 and/or ane-year imprisonment,as well as civil penalties in the form of a STOP VvDRK ORDER and a fine
ofupto$25000adayageinetthemolatot. Be advised that a copy a'the statementmaybe forwarded to the Office of
lr estigatimsu'the DlAfori eroecoveregevenficalim
I do hereby r.nify,under d an se arjary'Ad the deformation provided above is tone sed served.
Si ague: Date -1 ( tg
Phone Y 413-247-6045
Official ere only. IM notwrits arm,lo be completed 6y cdy or town official
Cityor Town: PerisiMiceue p
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.Cityfrmx Clerk 4.Licensing Board S. Selectmen's Office
6.Oilier
Contact Person: phone s:
www.mas6avtdia
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: [��Ou �(,
The debris will be transported by A16kjAA} - � j i&CA'4e 'oz k2
The debris will be received by: o/At, lis 2 a � Ai ,-A&d ti.<
Building permit number: JJ
Name of Permit Applicant : Ne S2�
at Si ature of Permit Applican
j #gym.
r'U
�a ,f'
Main electric
panel in
basement
` _
• • • 1 1 . 1
�D� ROSE ENGINEERING
Page 1 of 1
Date: 7-6-2018
To: Justin Annis
Northeast Solar
136 Elm Street
Hatfield, MA 01038
From: C. Mike Rose P.E.
Rose Engineering
Re: Tammy Maginnis, 15 Day Ave, Northampton, MA: Structural Assessment of Existing
House and Garage Roofto Support Proposed Solar Array.
1 have reviewed the roof framing details on the house roof and the detached garage roof for the
proposed PV solar panel installation.
The main part ofthe house is 22'x45' and has 2-stories with an attic.The roof framing consists
of rafters that are full dimension 2x5.25, installed at 17.5"on-center. The rafters span 11', with a
roofpitch of 7/12. The ceiling assembly prevents the roof from spreading. 8 solar panels are to
be installed on the south-east roofofthe main house. The roofing is asphalt shingles.
The detached garage is approximately 22'x22'. The roof framing consists of rafters that are full
dimension 2x4, installed at 24"on-center. The rafters span 10'8", with a roof pitch of 7/12.
Rafter ties are attached to the bottom ofthe rafters which prevent the roof from spreading. 12
solar panels are to be installed on the south-east roof of the detached garage. The roofing is
asphalt shingles.
The existing 2x4 rafters, on the garage roof, have too long ofa span to meet the current building
code requirements. The south-east facing rafters that are to support the solar panels need to be
reinforced by sistering 10' long 2x6s to the face of each. Attach the 10' long 2x6s to the existing
rafters so that the 2x6s are centered along the span ofthe existing rafters. Secure the 2x6s to the
existing rafters using (2) Tlmbe[LOK,or equivalent structural screw, spaced at 12"O.C. for the
length ofthe 2x6s.
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 ofthe array placed at a maximum of 4' on center
and staggered to minimize the load to any one rafter,the roof framing,as outlined above, is
adequate to support the proposed PV solar array and the snow and wind load requirements ofthe
current MA State Building Code.
Please contact me if you have any questions or need additional information.
Sincerely, �sveury4rs�
a't' n�IOPIfR g ns
� m
C. Mike Rose, PE cmt
No. 57176 '^
Rose Engineering o 'q'6YSR�'9 ,�t
P.O. Box 315 Phone: (413)775-3666
Shelburne Falls, MA01370 Email: RoseEngMA@gmail.com
EVALUATION REPORTa
Report Numbed 0248
Originally Issued: 0912012
Valid Through: 09/2013
FSUBJJECT
06—WOOD AND PLASTICS 3.0 DESCRIPTION
06060—Connections and Fasteners
3.1 General Description
HOLDER:
EZ Roof Mount L-Foot Kit consists of 5 basic
Corporation components:(1)shoe assembly with captive waterproof
BEfi"St,Suite A washer, (2)lag bolt to fasten through the shingles to the
er,WA 98661 roof rafter, (3) bashing that is placed under the row of
shingles above the shoe and then over the shoe. (4)L-
ION SUBJECT Foot that is placed over the protruding shoe threads
and (5) hex cap (hat is secured on to the shoe. See
EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2
32 Materials
1.0 EVALUATION SCOPE:
EZ Roof Mount is fabricated from aluminum. Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy
with dimensions of 2.80 inches in diameter and 1.00
• 2009 International Building Code® inches in height, 11 Is held in place using one 5/16 inch
• 2009 International.Residential Code® diameter lag boll that Is 4 inch in length and made of
• 2006 International Building Code® stainless steel. Flashing is fabricated from sheet
• 2006 international Resdential Code® aluminum with dimensions at 10.0 inches In width• 12.5
inchesin length and 0.04 inches in thickness.
1.2 Evaluated in accordance with:
L foot is a 2.00 inch long unequal leg angle made from
• Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in
Miscellaneous Connectors (IAPMO ES ECM- depth, 2.00 inches in width and 024 inches in
2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole
• Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (n base) that is
Pene(rati0os(ICC-ESAC286).Approved April 2010 meted in the center of the base leg. One slot
measuring 1.64 inch long by 0.40 inch wide occurs in
1.3 Properties Evaluated: the center and Is located 0.30 inches tram the top edge
of the vertical leg, which 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
EZ 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 Table i of this
satellite dishes on asphalt shingle roofs with wood
rafters underneath, report are based on allowable stress design (ASD).
Adjustments to these values are required for wat
EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated
installation of solar panels for electric or hot water temPemtures, use with fire retardant lumber or with
I
production on roofs with sl lumber whose specif c gravity is loss then 0.55
p open from 3 to 12 un8s (Southam Pine). Allowable values based on fastener
vertical in i2 units horizontal. strength may be adjusted for duration of loading. See
footnotes of Table 1 for more detailed explanation.
Page 1 of4
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EVALUATION REPORT `'
Report Number: 0248
Originally learned: 0912012
Valid Through: 0912013
FT�hr"ded
stallation Rain test data and thickness of aluminum gashing
submitted is in conformance with Acceptance Criteria
oof Mount must be installed using the 5116 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC
ter stainless steel Jag spew al each bracket 286-2006). Rain test conformed to Underwriters
n as described In the manufacturers installation Laboratory Standard for Gas Vents,UL 441-96 Section
Gions_ Lag screw must penetrate into the roof 25.
a minimum of 2 •/r inches. Prior to installation,the
after shall be bored with the required lead and Test results are from laboratories in compliance with
nce hole for the unthreaded and shank portions ISOAEC.17025.
lag screw as required in Section 11 1.3 of the
-05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION
etl into 4s lead hole by taming with a wrench antl
iving by a hammer. A die-rtamp label in the flashing bearing five name end
address of the manufacturer, the model number,
Use of a ciliary holes in the Shoe other than the use of IAPMO Uniform ES Marcs of Conformity, and this
an extre fastener to stop the shoo from rotating during Evaluation Report Number(ER-0248).
installation is outside the scope of this report.
Flashing should be installed full under the shingle up to )A
the raised portion of the gashing to prevent water 0(5,
ingreseunder the shingle. No portion of the gashingshould be bent upward; the gashing must rest fullyagainst the roof shingles. Otherwise the water and wind TM
performance may be impaired. IAPMO 80248
5.0 CONDITIONS OF USE
EZ Roof Mount L-Foot Kg for Shingle Roofs described
in this report complies with the codes listed in Section
1,0 of this report subject to the following conditions:
5.1 EZ Roof Mount shall be installed in accordance with
this report, manufacturer's installation Instructions and
the codes listed in Section 1.1.
6.2 Calculations to verify the imposed loads on the EZ
Roof Mount assembly do not exceed the allowable
bads contained In Table 1 of this report shall be
submitted to the code official when requested.
Calculations shall be prepared by a registered design
professional when required by the statues of the
jurisdiction where the work is constructed.
i
6.0 EVIDENCE SUBMITTED
Testing and anatysis data submitted is in conbmnance
with Evaluation Criteria for Joist Hangers and
Miscellaneous Connectors(IAPMO ES EC 002-2011).
Page 2 of 4
EVALUATION REPORT (�
Report Number, 0248
OrlglpallF leaved: 092012
Valid Through: 082019
FNW�
ABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT I-FOOT KIT Ubs.)'"' "
'sellou Ultimate Led Test Load at Test L¢adat Calculated Allowable
below Test Value 0350 inch OA251arh Fulmer/Metal
FS._3.0 delkcthm deflection Strer th Design Load
Uplift(Withdrawal) 715 1,800 695 340
4 -10 --
4
40
ral 260 240 130 153 130
able load values ate based on th¢Iwst value from the ultimate load ofthrw tests(strength limip,tested
t 0.125 inch deflection(deflection limitk enlculated fastener capacity(withdrawal or lateral)for wood
specific gravity ef0.55(Southern Pine)or allowable stress ofthe aluminum L-fool connector.
able load values are based on lumber with all of the following chameteristics:
a. ocated in dry service conditions where thcmoismre content does not exceed 19%for an extended period
oftime such as in most covered structures.
b. Coaled whore it does not experienoe sustained exposure W eluted temp¢mtums that exceed 100"F.
For any other conditions,allowable table values shall be multiplied by die related adjustment fachu(s)(C„
mid/or Cd in accordance with the National Design Specification for Wood Construction(NDS-05).
3. Allowable load valacs are based on lumber with a specific gravity of0.55(Southern Pine or equal).
4. Allowable load"In"for withdrawal are based on a minimum penetration oft n/: inches into the roof rifler
by one 5/16 inch x 4 inch long stainless steel lag screw.
5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of lh¢NDS-05.
Uplift
Lateral
Page 3 tile
EVALUATION REPORT_ `
Roped Number, 0248
Originally icauedr 08/2012
Valid Throughr 0912019
TABLE 2:MATERIAL PROPERTIES
Com lent Mamrial
Shoe Aluminum alloy ANSI/AA A380.0
Waterproof Washer EPOM with dummamrrati of60
Bolt 304 stainless peel AS A 240
L-foot Alutniwm al 063-T6 ASTM 8221
Hex(jAe Aluminum alloy ANSUAA A380.0
Flushing Aluminum alloy 1060 ASTM B209
EZ ROOF MOUNT COMPONENTS
401,
:
r
-.max
Figural:Sloe Assembly Figure 4:Hex Cap
Figure 2:Lag Bolt Figure 5:Flashing
�G
Figure 3:L-foot
Page 4 of 4
EVALUATION REPORT '
Report hfumbon oull -
OriglnaRy lse md: 0912019
Valid Through: 09/2013
TADLE I: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT
Lend D"cetion Ul6male Load Test Lamim Test LamIM Calculated Allowable
(nee figure below) Test Value 0250 each 0.125inch Fastener/Mehl Design Load
FS.-3.0 de0eetian deflection Strength
Uplift(Withdrawal) 915 I,$00 695 340 340
IAIMI 260 240 130 153 130
Notes
1. Allowable load values arc based on the least value from the ultimate loud of time:tests(shmagm limit),tested
load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for Wood
with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot con meter.
2. Allowable bad values are based on lumber with all of the following characteristics:
a. Located in dry service condiiions where the moisture content does not exceed 19%for an extended period
of time such as in most covered sgueiurey.
b. Located where it does not experience sustained exposurem elevated temperatures that exceed 100°F.
For any other conditions,allowable table values shell be multiplied by$e related 4usMeat lector(a)(Cm
and/or CJ in accordance with thaNational Design Spec@icetiod for Wood Construction(NDS-05).
3. Allowable loadvalues are based on lumber with aspecific gravity of 0.55(Southern Pine or equal).
4. Allowable load values for withdrawal are based ag a minimum Penetration of2'/, inches into the mofrnfler
by one 5/16 inch x 4 inch long stainless steel lag screw.
S. Allowable values may not be increased for load duration in accordance with Section 10.32 of the NDS-05.
Lateral
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LG NeON- R M=M=M=M=
LG NeON®R is new powerful product with global top level
performance.Applied new cell structure without electrodes
60 cell on the front,LGNeGgeRma> rmoedthe ulzationoflight
and enhanced its reliability.LG NeON®R demonstrates LG's p�E UL BS [\�'
efforts to increaseo
Cmer's values beyond efficiency It
features enhanced warranty,durability,performance under
real environment,and aesthetic design suitable for roofs.
Enhanced Warranty 0 High Power Output
LG now offer 25 years product warranty to accommodate The LG NeOW R has been designed to
performance warranty as well Lie WON®R has an slgmfi,al,enhacehs output making,[effiver,
enhanced performance warranty.After 25 ye ars,LG even in limited space.
NeONO R is guaranteed at least 87.0%of initial performance.
Aesthetic Roof ® Outstanding Durability
LG Nei R has been designed with aesthetics to With its newly reinforced hame design,LG
mind.no electrode on the front that makes new Nei R can endure a front load up to 6000 Pa,
product more aesthetic.LG Nei R can increase and a rear load up to 5400 par.
the value of a property with its modern design. !�
Better Performance on a Sunny Day �� Near Zero LID(Light Induced Degradation)
G
LG Nei R now performs better on a sunny The n-type cells used In LG NeONO R have
days thanks W rtnmpmved tenlpurture co,
ffi6ent. almost no boron,which may cause the initial
performance degradation,leading to less LID.
About LG Electronics
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LG NeON' R
Mechanical Properties Electrical Properties(STC*)
Cells 6 x 1 D Module 365 360 355 350
Cell Vendor LG Maximum P.—(Pmax) 365 360 355 350
Cell Type Monocrstallne/N-rype MPP Vokage(Vmpp) 367 365 363 361
Cell Dimensions 1617 x 1617 mm 161imbes MPP current Dmi 995 987 979 970
Dimensions(L x W x H) 1700.1016 x 4o mm Open Circuit Voltage(Vnr) 428 42.7 427 427
6693 x ling x l SJ inch _ Short Circuit Current Disc) 108 1079 1078 1077
From Load 60DOPa Module Efficiency 211 208 206 20.3
Rear load 5401 operates,Temperature 40-.90
Weglut 185 ag __. Maximum System Vakage . 1000 .
Comettor Type MC4 Maxmum series Fuse Rating 20
Jan....Dw IP68 with 3 Bypass Diode, Power Tolerance(S) 0-+3
Length of Cortez - - 1000 than 2 ea •xc 111.1aW my Is",se 111..ul000 wc.�— .m—,is pun in
Gla,s High Transmizzion Tempered Glass 'ufi ....i.......ewwrn nem.sam4 ecii 1,IsOw ris,11 as bl.camwaeu..m...
Frame Anod zed Aluminium rr µ.° + ++ ° -••
Electrical Properties(NOCT*)
Certifications and Warranty
Moduli 365 361355 350
rtifica[ion,
CeIEC 61215,IEC 61730-1/-2 Maximum Power(Pato.) 2]5 2711 267 263
UL 1703 MPP Vokage(Vmpp) 366 36? 362 360
IEC 61701 (Salt Mist ris—test) Mpp current(11 7,51 745 7.39 732
IEC 62716(Ammonia chnnyinin test) Open Gaunt Vokage(Vm) 402 402 40.2 4D.1
1509001 Short Circuit Current(its) 870 869 868 867
Module Fre Re fix ance(USA) Tyne -ocT( —shin..m. lalli.awal irk=-str lm:arb.na Intim 11.1 richan l mis
Fire Resistance Class(CANADA) Class C(ULC/ORD C1703)
ProductWxranry 25 years
Outpartwrrznryuf Pmax LrearwarryiniDimensions(mm/in)
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Temperature Characteristics
NOR 44x3°C
Pmpp ......030%PC
Voce 024%PC
Ix. 004%/°C T
Characteristic Curves _ - -
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