21-017 469 SYLVESTER RD BP-2017-0990
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:21 -017 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 t BP-2017-0990
Project# JS-2017-001707
Est. Cost: $26436Q0
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sq. ft.): 376358.40 Owner: KOTEEN ELLEN L& D N PALLADINO
zones Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 469 SYLVESTER RD
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 () Liability
HATFI ELDMA01038 ISSUED ON:3/3/2017 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL 21 SOLAR PANELS 6.72 KW
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House i4 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:
FeeTvpe: Date Paid: Amount:
Building 3/3/2017 0:00:00 $75.00
212 Main Street, Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck- Building Commissioner
File R BP-2017-0990
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES TLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0
PROPERTY LOCATION 469 SYLVESTER RD
MAP 21 PARCEL 017 001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid /�✓I
Building Permit Filed out k tj
Fee Paid
TypeofConstructign: INSTALL.21 SOLAR PANELS 672 KW
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Stalernent or License 106113
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
✓Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
D- iolilio delay dgir
dif,g4/fir 3-2/l
S - r 1 C gO 'cit Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of
Planning&Development for more information.
ALLAD1t40
bray «i
Cky of Northampton Bh motPsmt
Building Department Tkwb CigiOriesrieRcPeralit
212 Main Street Se wlSepggl4,vNlabR Room 100 vd,,,IfirM.S#SatthitY
Northampton, MA 01060 t oSesofSiruagw dPlang
phone 413587.1240 Fax 413-5137-1272 .(4`d181ftE na ,:
APPLICATION TO CONSTRUCT.ALTER,REPAIR,RENOVATE OR DE OLI9H A ONE OR TWO FAMILY DWELLING
j 1 — 2201
SECTION I -SITE INFORMATION L comp
,.,gjgwr3r Adereu, _. tauscwort M be _lstea Ojos
469 Sylvester Rd, Florence Ma 01062 Map Lot __Unit
Zone Overlay District
Eim SL District — Ca Distdd
SECTION 2-PROPERTY OWNERSHIP?AUTHORIZED AGENT
2.1 Owner or Retch: 469 Sylvester Rd
Diane Palladino Florence MA 01062
van vnnq /taCurren:Mailing aadreec
413-584-6690
Teleorona
Nre
2)AuthiSd28d99mtt
Northeast Solar 136 Elm St, Hatfield, MA 01038
vane(~role Cwnm,Mama Address
413-247-6045
Sprelme 7SeIt<
y e-; - • • , I: •, • .
!teen Esiimated Chat(Doaars1 Babe Official use Only
cora:iced tYv Der*aroticent
I. Building (al Building Permit Fee
2. Electrical (ill Estimated Total Cost or
Construction from(6)
3. P tnedena9 Building Permit Fee
4. Mechanical(I-NAC)
5.Fire Protector ll
6. Toter=(, *2 s3*4* 5) 526.436 Check Number 7 qt/ 4775
This Section For Official Use OS?
Date
Building Permit Number: Issued:
Signature: _... -..
Hotting CCnmayaeer/irWeWJr ce Hutdtgs Day
Seetlon 4. ZONING ul information Muse Be Completed,Senna Can Se Dented Due TO Mcanplete mlpnianon
11111111111aliall Required by Zoning
e,uaumx labs:(WS in by
Dolts Dcparmex
1.111111111111:1 11111111111111111111111111111111111111111
Setbacks From
Sde
Rear
Building Heigh[ 1111.11111.1111.111111111111111.11111111
11.11.11111111.1Opts Space Footage
ion nma alum b'#A yv,<J
111.111111.111111111111111111.1111.11111111111111111.11111.
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO Q DONT KNOW 10 YES 0
if YES,date issued:
IF YES; Was the permit recorded at the Registry of Deeds?
NO Q DONT KNOW 0 YES 0
IF YES: enter gook Page and/or Document
0, Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW ( YES Q
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Q Obtained Q ,Date issued:
C. On any signs exist on the property? YES Q N0
IP YES, describe size, type and Location:
0, Are there any proposed changes to or additions of signs Intended for the property? YES Q NO 0
IF YES, describe size, type and location:
E. Wll the consauclion activity titsturb tnng,gading(,es]a�cavotion,orfiaingj over t acre or is ii pan of a axnmm plan
that xi 11 aisturb over I acre? YES NO (3)
IF YES.then a Northampton Swml Water Management Pemit from the DPW is required.
New House ❑ Addition ❑ Replacement Windows AlteraIon{s} [D Roofing El
Or Doors 0
Accesscy Bldg. 0 Demolition 0 New Signs lot Decks (q Siding P1 Other(Xi
Brief Description of Proposes Install 21 solar panels on Roof (t. 1c? 1
Work:
Alteration of existing bedrIN.m Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roil -Sheet
ea.If New house end or**Woo to exisgno housina.complete the foilowlgg;
a. Use of building: One Fainly Two Fainly Other
a. Numbs of moms in each family unit: Number of Bathrooms
c. is there a garage attached?
d. Proposed Square footage of new construction. Dimensions
e. Number of stones?
f Method of heating? Fireplaces or Woodatovea Number of each
g. Energy Conservation Const ance. Masarheck Energy Compliance form attaced?
h. Type of Construction
r. is construction within 100 ft of wetlands? Yes No. Is construction within 100 yr. floodplain Yes
Depth of basement cr cellar floor finished grade
k. Will building conform to the Building and Zoning regulations? Yes No.
I. Septic Tank City Sewer Private well City water.SuppN__.._
SECTION 7a-OWNER AUTHORitATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Diane Palladino ,as Owner of the sut4ect
Property
hereby authorize Northeast Solar
to aci c: �"had.✓p�i�nieMgve to wont authorized by this building pad application.
G ((//�/JJ /01/1/4
sura or Owner EMM
Ann Bronner/ Northeast Solar ,asOm.nerrAudraized
Agent hereby declare that the statements and information on the foregone application are true and accurate,to the beet of my tnowiedge
and bwiet.
Signed under the pains and penalties of perjury.
Ann Bronner
pant ke+re y�"�
omxra yam` i t�3o I16
Sigraeure of Gr ahs^°''' Cafe I ""--
SECTIONS•CONSTRUCTION SERVICES
31 I banged Construction Supervisor: Not Applicable 0
Pltill_p Baunogard 05106213
Nast of Lane mom:
lbame Number
41 Heath Ad Colrain, Ma 01340 6/7/17
Address cxsiraGon On
13-247-6045
Sxruw,. ralphoea
c `, OW
S.I*S me d Hobt /rein iContractor / Not Applicable CI
Northeast Solar 169641
C-mplin Name Registration Number
136 Elm St;Hat` field, Ma 01038 7/141:7
Add �L-�
Expiration Oaa
lQ/X.'��L' Telephone 413-247-6045
SECTION$0-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(MAL C.182,3 ZSC(SA
Workers Compensation Insurance affidavit must be competed and submitted with this applicaben.Failure to provide this affidavit will rerun
in the denial of the issuance of ate building permit
Signed Affidavit Attached Yes._....X7 No 0
11. - Home Owner Exemption
The current exemption for"homeowners"was extended to include Ownerdn ea(ed Dwellings of one(1) or two(2)families
and to allow such homeowner to enpge an individual for hue who docs not possess a license,pratidad that the owner nets
usopen-tsar.COI 750. Siifh Edllfna Norden IM
De fntNaa M H.m n .ter: Person(s)who own a parcel of turd on which hclshc resides or intends to reside,on which there
is,or is intended to be,a one toro family dwelling,attached or detached structures accessoryto such use and or farm
stlmcturca.A person who constructs more than one Same in a maven period shall not be Considered a homeowner.
Such"horn:pwna'shall submit to the Building Officiates;a form acceptable to the Building Official,that be/she shall.be
As acting Cnn.ernrdan cgw edgar your presence on the job site will he required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annetucd yen in,be nate for person(s)
you hire to perform work for you make this permit.
The undcnigned"homeowner"certifies and aswmcs responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Loral Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
The Commonwealth of Massachusetts Print Form
. Department of Industrial Accidents
`‘3.1.14t:/:,
.y}�� -; 1' Office of Investigations
'f:- , I Congress Street, Suite 100
' Boston, MA 02114-2017
www.mass.goridia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Name Northeast Solar
Address:136 Elm St.
City/State/Zip:Hatfield, Ma 01038 Phone #:413-247-6045
Are you an employer?Cheek the appropriate box: Business Type(required):
I. I am a employer with 70 employees(full and/ 5, 0 Retail
m par_time),* 6. 0 Restaurant/Bar/Eating Establishment
2.❑ I am a sole proprietor or partnership and have no 7. D Office and/or Sales (incl. real estate,auto,etc.)
employees working for me in any capacity.
[No workers' comp. insurance required] 8. ❑ Nou-profit
3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment
their right of exemption per c. 152, §1(4), and we have 10.0 Manufacturing
no employees. [No workers' comp. insurance required]**
ILO Health Care
4.❑ We are a non-profit organization,staffed by volunteers,
with no employees. [No workers' comp. insurance req.] 12.0 Other
*Any applicant that checks box el must also fill out the section below showing their workers'compensation policy information.
**If the corporate officers have ewentpted themselves,but the corporation has other employees.a workers compensation policy is required and such an
organization elouki cheek/Km 41,
ant an employer that is providing workers'compensation insurancefir my employees. Below is the policy Information.
Insurance Company Name:Hanover
Insurer's Address:469 Sylvester Rd
City/State/Zip: Florence, Ma 01062
Policy# or Self-ins- Lie.#WHN 5715134-02 Expiration Date:4/8117
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
Ido hereby certify,under torojiy.('-s and pens or of perjury that the information provided above is true and correct.
�guawre_, �,. ah.ne--s) Date:11/30/2016
phone 4:413-247-6045
Official use only. Do not write in this area,to be completed by city or town official
City or Town: Permit/License#_
Issuing Authority (circle one):
1. Board of Health 2. Building Department 3. City/Town Clerk 4. Licensing Board 5. Selectmen's Office
6.Other
Contact Person: Phone#:
www,mass gov/dia
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: February 20,2017
To: Ann Bronner
NorthEast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Diane Palladino, 469 Sylvester Rd,Florence, MA: Structural assessment of house roof to
support proposed solar array.
I have investigated the roof framing for the proposed PV solar panel installation. The 28'x 42',2-
story house with walkout basement/garage was built in 1986. 21 PV solar panels are to be installed
on the south facing roof The rafters are 2x8, installed 16" on-center, spanning 13'-6", with a roof
slope of 8/12. It appears that 2x8 attic floor joists,at 16"on-center are attached to the bottom of
the rafters and prevent the roof from spreading. The roofing is asphalt shingles.
I have reviewed the mounting details for the proposed array.Based on my calculations and a PV
solar panel unit weight of 42+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 rafter, the existing 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, OF Ktss�
c DAVID A. coo
p{� / g VREELAND m
CIVL cn
No.61317
David Vreeland, PE . v Q
Vreeland Design Associates oFFe/ST`P o*`o
SS/eNALEN
116 River Road, Leyden, MA 01337 Phone: (413) 6240126
Email: dvreeland@verizon.net Fax: (413) 6243282
?Ott CtficAckre-drfj
EVALUATION REPORT
(/ux
Report Number: 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
i` REPORT HOLDER:
EZ Roof Mount L-Foot Kit consists of 5 oasic
SuriModo Corporation components.(I) shoe assembly with captive waterproof
1905 SE 51h St,Suite A washer, (2)lag bolt to fasten through the shingles In the
5: Vancouver, WA 98661 roof rafter. (3) flashing that is placed under the row of
shincles above rhe shoe and then ove-the shoe, (41 -
d EVALUATION SUBJECT Font that is placed over the proliuding shoe 'treads
and (6) hex cap that is secured on to the shoe. See
SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2.
Roofs
3.2 Materials
1.0 EVALUATION SCOPE:
LZ Roof Mount is fabricated Lor. Mgr'num Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alley
Mh dimensions o< 2,80 inches in diameter and 1 CO
• 2009 Intcrnationai Building CodeS inches Jr height. II is he'd in place using one 5/16 inch
•
• 2009 International Residential Code61 diame:e' jag boll that is 4 inch in length and made of
• 2036 International Building Codes stainless steel Plashing is fabricated 'torn sheet
• 2003 international Residential Codes aluminum with dimensions of 10.0 inches in•width. 12.5
inches in length era 0.34 inches it thickness.
1.2 Evaluated in accordance with:
L foot is a 2.03 inch 'long unequal leg angle made from
• Evaluation Crite•ia for Joist Hangers and 6063-T6 aluminum with dimension, of 300 reties in
Miscefanaous Connectors (IAPMC ES EC002- depth. 2.00 inches in width and 0.24 'aches in
2011),Approved March 2011 thickness. It contains a 0.3 t5 inch diameter round hole
• Acceptance Criteria for Roo' I asilin3 f0 Pipe
with a 0.83 inch diameter chamfer (in base) that is
Penetrations OCC-ES AG286).Approved April 2010 located in the center of the base ley. One sot
:measuring 1.64 incbt bag by 040 inch wide occurs in
1.3 Properties Evaluated: the center and is located 0.30 inches from the top edge
of the vertical leg, :Web ,as 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 Roof Mount L-Foot Kit for Shingle Roofs is used to 441 Design
mount sular systems and other rooftop devices such as Tabulated allrwab'e (Dads shown in Table 1 of this
satellite dishes on asphalt shingle roofs with wood
rafters underneath, report are based on allowable stress design !ASD;.
Adjustments to these va-.res are required for wet
E7 Roof Mount is srecifically designed to by used for service conditions, sustained exposure to elevated
Insrallabon of solar panels for electric or hot water temperatures, use with fire retardant umber or With
orc:dr:ion on mots with Manes from 3 In 12 units lumber whose specific. gravity is less than 055
vertical in "2 chits horizontal. (Southern Pine). Allowable values based on `astene-
strength may be adjusted for duration of loading- Seo
footnotes of Table' for more detailed explanation
Page 1 el 4
>, r a c=•rr.,sx,'zrr &y.iaorPr u•.a.ao-.•aid=a sirs,.n �•. ` �. .....,
EVALUATION REPORT(t1/`j
Report Number: 0248 ' "•
• Originally Issued: 0912412
Valid Through: 09:2013
tal
1.r 4.2 installation Rain test data and thickness of aluminum tiashang
Ir
submitted is in conformance with Acceptance Criteria
EZ Roof Mount oust be fretahed using the 5/16 inch for Roof Flashing for Pipe Penetrations tICC-ES AC
_r diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters
V fece:ion as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section
ti instrucPenst at} screw must penetrate into the icor 75.
coffer a minir' m of 2%inches. Prior to instillation, the
0 uroci rafter shall he bored with the regolred lead and rest results are from iabmatories :n compliance with
clearance role or the unUroaaed and shank panions 1SO49C 11025
.1 of the tag screw as reduired rn Section 11,3 of the
c NDS OS. Threaded portion of the lag screw shalt be 7.0 IDENTIFICATION
r Inserted into Its lead hoe by turning with a'tenor and
not dieing by a hammer A die-stamp sabot in the'lashing peering the name And
address of the manufacturer. tho mcoe( nurber.
Ilse of acetate/ holes in the Shoe other than the use of lAl'MO Uniform ES Marks of Cortarmity, and this
en extra tastener to stop the shoe from rotating during Evaluation Report Number 1ER-0248).
a is 3'ati r is err:side the scope of this report
Flashing should be insiattod hal under the shingle up b IA P
the reed portion of the flashing to prevent water F
ingress underthe shingle No poriior of the flashing KM()
si rid be bent upward; the flashing must rest toy S
ag_-irist tt _ roof shingles Otherwise the wetter and wind // TM
ceder—lance may be impaired.
lAPMO 40248
5.0 CONDITIONS OF USE
) Si: Roof Mount LFoot Kit for Shingle Roofs described
in this report wrap"es with the codes listed in Section
i.0 of ftis report sabjeef to the following conditions.
6.1 E7 Roof Mount shall be installed in accordance wee
:hs report, manufacturer e instnttation instructions and
the codes:isled in Section 1.1.
5.2Calculations to verily the imposed mads on the EL
Roof Mount assembly do rot exceed the towable
loads contained in Table 1 of this report She ho
s eamfted to the code official when requested.
Circulations shall be prepared by a registered design
professional when required by the statues of the
i ler:sd:clien whore the work is constructed.
0.0 EVIDENCE SUBMITTED
'r'esting and aralys•s cath submitted is in conformance
with Evaluation Criteria for Joist Harmers and
Misceliareo.is Correctors(IAPMO ES EC(02-2911).
Page 2 of 4
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tirtha l l utayu nq)SS Op Alt/Ong 10103d.e+P'as N tinpxsal t sanin p- q' I I lI I :t t!
(y0- 0w totittnits,ttop,OAagtt ttmlvta S a1za(1¢ua.tety o4t tottIc rntettc nwt y omit
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531111>n/1S gala‘ ;soot tzt 51.ttptig attittto
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>q utt.”"9-1 wrritaunn mu irt 'sms tItatatmite JO(end tl o:tans)cc oknn lx,pmtl et.i..
pone‘All(ItmW1 n..,p4 t 'ClInodin_a laic I p Ivlt.tea'Nom mogap}ttopairrtt t ut g I 0 tt.pitcti t
ps; bpug4i:rots)swat aattpic111:.1atrium:1 ajt ulat artier,ttaot 40.un pstq me sonter pert,atgxrwtiV 'I .
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yu 7 ubisalt e6 atS uotWajap notiaaUatt UT 'S.'21 f. .Vrt Insu arts) tt
IelaLNNauzµtt{ 40111SZI'O !rout 04211 01110 lot
all v^IIV i i>aleintliv} le pn01 nal 1 ie Pe01 ttay putt]r, 1 roma 110 5 r, tt tl c 3 I ,
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E t.OLl6O :461,41 PtleA
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OPED :lagwnN it0dea
( iaoa3a NotivnlvA3
EVALUATION REPORT
.P
a
Report Number: 0208
Originally Issued: 09/2012
Valid Through: 0912013
,'' TABLE 2:MATERIAL PROPERTIES
r,. _. ._ ._._...—
C : ponv±t MPmer:al _
Sh Al r.m: l} VSVAA A330
--- rofNaar r ClI n I rM�of60
Jig B 304 stdia!ess
ASTM V 740
1.400t AI r ritimgi > 00: r61S1A 8221 _
Hcx Cap W nimi ail NS 'AA A?N1 .
1411ng 41u i_ia alloy 1060 AS I Ni B209
EZ ROOF MOUNT COMPONENTS
1
2
.arw- si.. I:
Figure l:Shoo A cgembj1Figs re 4:1 iez C-:p
l
T
Fie we 3 Lag holt Figure 5:Fhs hi::g
Figure 3:L-foot
Page 4 of 4
EVALUATION REPORT (
*me
Number: 0240 '
• Originally Issued: 0912012
Valid Through: 0992013
]'AISLE 1: ALLOWABLr LOADS FOR EZ ROOF MOUNT L-HOOT ICIT(lhs.}'2'
Lend Direction Ultimate Load Test Load at Test Load at Calculated Allowably
('see figure below) Design Value 0150 Poch 0.12.5 inch Yastenerifetai Design Load
E S..'3.Q deflection deflection Stiningth
Ladilk(Withdrawal) PI' 1.800 695 94ti 990
• Izcrai 2699 2=90 130 153 130
Netcs
6. AnownSia ivad values me based on the hind va?ua item tlee vAimateload et three tests(slreogtli liuriq tetwl
:wad al 0.125 inch dr ection{defieion limit),calculated tastener capacity(wi tbdraa'a I or lateral)fir .wed
with a npeni fin I ravtty of0,55(Scuthem Pine)or allowable strass of Ibc alum m n I C ni cmv :c, r.
•
2 91 9abic Innil values nrchn,cd on!wart uth aft of the fallowing characteristics':
ItatJt dr,s. lied viceetdtrowhere the MCiSIVIC rx,tent dors net ed 19%101 an xtered period
of cum s mh s-in muo covered s(ruoturns
h. l un:id where it does not exact-Innen swtaned esj osah elostec temperatures that vxcced 100'F.
for any other co:ditiens,allowable table values shad be mnhiplied by the related adjustment('antoSti
mvilor Cr)i0 accoslance with the National Design Specific40m1 for lined Cunsructon(NDS.05)-
Aflr n e.odvlves arc hided ms lunbcr with a specific{utility of 0.55(Souther Pnc or i D
4. Allowable load vahms for 0hdrawal are based on a minimum penetration uf 2 V.2 taches into theroof railer
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LGNeON 2 LG320N1C-G9
Mechanical Properties Electrical Properties(SIC*)
Cells _x19 Module Type 320W
Cell Vendor LG MPP Voltage(Vmpp) _-
Cell Type ere/N type MPP Cunt(Impp) _a_
MonaJyctali a�a
Cell Dimensions 156 75 r)5675 mm/5 re M. Open Circuit Voltage(Voc) 103'
a of Busher 12(Mull Woe Busher)m short Circuit Currnt(Isc) 'AOS
Dimension(L e W e H) 1610x1000 x6p ren Module Efficiency(%) 195
61 57 a 1937 x 157 in Operating Temperature(°C) ._
Front Load 6000 Pa 125 WI m Maximum System Voltage(V) C0•C
Rev Load51 a0 pt/113 psf 0 Maromum series Fuse Rating(A) 20
Wesgnc n 0«05 m13748±1 'lbs Power Tolerance(%) O _
Connecter Type h M 4 Com)eLil le.IPS- _
nen ,. ,n3 uyya,p Diode. , . . .
engtl of cables 1 x l 002 Iwo'2 x 3933 men
Glass won lanonis5mn renP•••m Glens
Frame nn,xlen nlmlrm Electrical Properties(NOCT*)
Certifications and Warranty Module Type 320 W
Maximum Power(Pmax) 231
Certifications IFC el 215.LC 61730-1? 2 MPP Voltage(Vmpp) 3G/
76 62776 tamers a Tcn) MPP Current(Impp) 7 60
if El 01(Salt Mist COltucionem) Open Circuit Voltage(Voc) 379
130 0001 Short Circuit Current PTP 31 O
UL 1703
Module Fire Performance(USA) Tx pr 2(OL 1/03)
Fire Rating((or CANADA) pups 0 deIJOMD Cl]03 j Dimensions(mm/in)
Product Warranty 12 years m
Output Warranty of Prima mbar aree ^0 . . a
Temperature Characteristics
NOCT n6-3
Pmpp 03-9006 m .
Vac 0 28 ads!
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