23A-160 (3) 76 PINE ST BP-2017-1070
• GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:23A- 160 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-2017-1070
Project# JS-2017-001833
Est.Cost: $20157.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sa. ft.): 15507.36 Owner: MACKEY ANDREW&BARBARA J FISC
Zoning: URB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 76 PINE ST
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 O Liability
HATFIELDMA01038 ISSUED ON:
TO PERFORM THE FOLLOWING WORK:INSTALL 15 SOLAR PANELS ON ROOF -4.8 KW
- *PER ENGINEERING*
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:
FeeType: Date Paid: Amount:
Building 3/28/2017 0:00:00 575.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2017-1070
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0
PROPERTY LOCATION 76 PINE ST
MAP 23A PARCEL 160 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid ^
Building Permit Filled out � 1 r/
Fee Paid k V g K <A
Typeof Construction: INSTALL 15 SO RP. - SON ROOF fPe(j� ,O
New Construction (/v J
Non Structural interior renovationsq qI
Addition to Existing G I
Accessory Structure \'VJI
Building Plans Included:
Owner/Statement or License 106113
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO TION PRESENTED:
AApproved 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
3 -2772
Signature of Building Official 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.
C`A
ts4 .i
tMa9bY •
City of Northampton Ras of
P
Building Department tar¢ Prattt
212 Masi Street OCImaleR'Y?#, Yt w.
Room 100 YtrwrtYteti �"°"'
Northampton, MA 01060 Us Sector •,4 PFarts
phone 413-587-1240 Fax 413-587-1272 PMt Plrur '�'„* r '
APPLICATION TO CONSTRUCT, TEILREPAIR,RENOVATE-OR D MOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1-SITE INFORMATION I MAR 2. 7 2017 I
1.1 proarty Andras,- -_. Thts section to be completed by*Race
76 Pine Si, Florence Ma fit - Lot unit
Zone Overlay District
Eim St.District, CB ObMtt
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Is,t . Re be 76 Pine St
•nd--w Mackey ,? Florence MA 01062
van-a(Pmt) / rs;;, Duce%issatg Address
roerone (413) 237-1835
Signgjura
72 Authrised Agent l
Northeast Solar 136 Elm St, Hatfield, MA 01038
vena(Punt) Damn hating Address
/_ i /_mow _ 413-247-6045
sgnstu'o teeter.
p. a, r • ( •. •F
item Estimated Cost(Dadaist to be Official Use Oniv
condeted by peermit apd ant
I. Building ia)Building Permit Fee
2 Electrical ib)Estimated TotalCosgOf
Construction from Ng
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5.Fire Protecbon
5. Tote;=(i .2+3.4+5) SZDt is7 Check Number 79573
TN.Section For 9Wclal Use Only
Building Permit Number: Issued
Signature
Huldny Conn vol•Ornrspoaor O•a41dng5 Dale
Section 4. ZONING nil inlamatlen Must Be Completed. Permit Can ae oared pare ld IncanMete Inlormauon
_®.11■ Required by Zoning
Tao tiaW refs
�iI— ]' Oreldint Deaner
SSc1ba Sk .„ 1 .
Sel6uks Picric
111
Side
Rear
Building Height 11111111.11.11111111111111=
Bldg.Square Footage
OpenSpace rootage -�--_,
0,0 mc4 vimn 6d$ Med
a Me
wkin
wkin:
ofParki . S,KCs =111.11111111.�,
hill:
®�
ill:atriuat,a
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
140 Q DONT KNOW ® YES 0
W YES,date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW Q YES Q
IF YES; enter Book Page and/or Document g
B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES 0
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, Do any signs exist on the property? YES Q ho Q
IF YES,describe size, type and location;
D, ere there any proposed changes to or additions of signs intended for the property ? YES Q NO Q
IF YES,describe size, type and location;
E. We the construction activitydfLab(nomg.gradmg,eacavaaon,ortNing}over i acre arts it part ore cornu Man
lhatwiil thsturb over I acre? YES U NO Q9
IF YES,then a Northampton Sewn Weber Management Pamir from the DPW is required.
New Noun n Addition 0 Replacement Windows Alteration(*) ❑ Roofing ❑
Or Doors 0
Accessory Bldg. 0 Demolition ❑ New Signs (03 Decks ICI Siding(0) Other MI
Bnet Description of Proposed Install 15 solar panels on Roof
Work:
Mershon or existing bedroom^Yes_No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Pians Attached Roll -Sheet
sa.If New house and or addition to citation housing,Comolsts the following
a. Use of building:One Family Two Fainly Other
b. Number of rooms in each fatuity unit: Number of Bathrooms
C. Is mere a garage attached?
d. Proposed Square footage of new construction. Llmeneions
e. Number of stone'?
f l.emod of heating? Fireplaces or Woodetoves Number of each
g. Energy Conservation Corrpiance. Masecheck Energy Camaifenoe form attached?
h. Type of construction
I. Is construction w,hin 100 f1.of wetlands? Yes _No. Is constuckon within 100 yr. floodplain Yes No
I. Depth of basement a Star floor below finished grade
k. Will building wnform to the Building and Zoning regulattons? Yes No.
I. Septic Tank_ City Sewer Private well City water SupPty�..
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I. ,) Andrew Mackey ,as Owner of me subject
property
hereby a tame North st Solar
to act or6/7-2
Shelf,in all matters a1' to work suslarized by this building camel application.
27�
. Pure MOwner late
1, Ann Bronner/ Northeast Solar as OwnerlAumanzed
Agent hereby dentate mat the statements end infoin ietcn on the foregdng application ere uve and acarate.to the beet of my knowledge
and tenet
Signed under the pains and penalties of perjury.
Ann Bronner
Print Name
acz J a he/6) tz(it7(6
Si eue or LAvxnl
Ore _,
SECTION 8-CONSTRUCTION SERVICES
LI UcensuaL or tr cllaalwasrvlsor:: Nat Appaaablo t3
Mn.et(jryen.w saltier. p2:i11_p Saunsgasd CS19S113
License Number
41 Heath Rd Oo_rait , Ma 0134'3 6/7/17
. a's - f'fir xpiroaan Ora
l� 413-247-6045
f
!tit • •
Telephone
p.Rwiabrod Hama antwoYanasmContrecbr. Not Applicable C
Northeast Solar 169641
GdtOpiay.Ndipl (tagistroton Number
136 Elm St_ atfield, Ma 01038 7/15/13
Atld - Expiration Dere
IL'�"..�aIRI/ ./amu Telephone 413-247-6045
SECTION 1O WORKERS'COMPENSATION INSURANCE AFFIDAVIT(MGA.y.152.3=08
Workers Compensation Insurance affidavit must be completed and tokenised with this application. Failure to provide this affidavit will result
in the dental of the issuance of tie building wrest
Signed Affidavit Attached Yes.......Zl No 0
11. - Home Owner Exemption
Tix:current exemption for"homeowners'was extended to include Owner-gerinied Dwelling+of one(1) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided Shat the oWget acts
lsooertisar.CMR 7Ifl Sixth Edition Sectiontg5.7.6L
DenMNon at Hamenwaer.Person(s)who own a pared of land on which het resides or intends to reside,on which these
is.or is intended to be,a one or two family dwelling,attached or detached structures aocessoryto such use and:or farm
xtuctutcs. A Penne who constructs mon than one best in a two-year petted shalt not be eon,ldered a homeowner.
Such"homeowner'shall enter&CO the Building Official,on a form acceptable to the Building Officialjj wit hehhe shall be
As acting f aostrertinn Snnertiser your presence on the job site writ be required fmm time to time,during and upon
completion of the work far which dti,penuit is issued.
Also be advised drat with reference to Chapter 152(Workers`Compensation) and Chapter 153(Liability of Employers to
Employees far injuries not resulting in Death)of the Mauachuseas General Laws Annatuod.Yon may be Babe for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility fm compliance with the Stair Building Code,City of
Norchamptox Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
The Commonwealth of Massachusetts Print Form
Department of Industrial Accidents
Office of Investigations
t (I 1 Congress Street, Suite 100
r u a Boston. A14 02114-1017
',` www.mass.govtdia
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? Check the appropriate box: Business Type(required):
I.n I am a employer with 10 employees (full and/ 5. ❑ Retail
of part-time}* . 6. ❑ Restataant/Bar/Eating Establishment
2.❑ I am a sole proprietor or partnership and have no 7. ❑ Office and/or Sales (incl. real estate, auto, etc.)
employees working for me in any capacity.
[No workers'comp. insurance required) 8. El Non-profit
3._ We are a corporation and hs officers have exercised 4. ❑ Entertainment
their right of exemption per c. 152,§1(4),and we have 10.0 Manufacturing
no employees. [No workers' comp. insurance required]**
I EnHealth Care
4.❑ We are a non-profit organization, staffed by volunteers,
with no employees. [No workers' comp. insurance req.] 12.[ Other
'Any applicant that checks hos al must also till out the section below showing Choir workers'compensation policy information.
"If the corporate officers havc exempted themselves.but the corporation has other employees.a workers'compensation policy is required and such an
organization should check boa#1.
1 am an employer that Is providing workers'compensation insurance for my employees. Below is the policy information,
insurance Company Name:Hanover
Insurers Address:76 Pine St
City/StatetZip: Florence Ma 01062
Self ins. Lic. hWHN 5715134-02
Policy#or 4/8117
Expiration Date:
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 MO§c. 152 can lead to the imposition of criminal penalties of
tine 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.
I do hereby certify,under the gains and per: ties of perjury that the information provided above is true and correct
Si'nature: _.. �. _ � � Date:12/13/2016
Phone 8:413-247-6045
Official use only. Do not write in this area, to be completed kr city or town official.
City or Town: Permit/License t!
Issuing Authority(circle one):
I. Board of Health 2. Building Department 3. City/Town Clerk 4. Licensing Board 5. Selectmen's Office
6. Other
Contact Person: Phone 14:
wwwvwv.nwec.gov/die
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: March 17, 2017
To: Ann Bronner
Northeast Solar
136 Elm Street
Hatfield,MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Andrew Mackey,76 Pine St, Florence,MA: Structural assessment of existing house roof
to support proposed solar array.
I have investigated the house roof framing in the area of the proposed PV panel installation. The
original 28'x 28',2-story colonial style house was built in 1929. 15 PV solar panels are to be
installed on the south facing roof of the original house.The rafters are full dimension 2x6 installed
at 20"on-center, spanning 13'-6", with an 8/12 pitch. It appears that the attic floor joists are 2x6
and attached to the cave walls and prevent the roof from spreading.The roofing is asphalt
shingles.
The existing 2x6 rafters supporting the solar panels need to be reinforced by installing a 2x4
kneewall located 2'-0" maximum in from the exterior wall to reduce the span of the rafters.The
vertical 2x4s can be attached to the sides of the rafter with 2-- 2-7/8"TimberLok-Z screws and toe
screwed to a 2x4 plate that has been attached to the top of the attic floor.
I have reviewed the mounting details for the proposed solar array. Based on the specified PV solar
panel unit weight of 42+ lbs,with the attachment points of the array placed at a maximum of 3'-
4"±on center and staggered to minimize the load to any one rafter, the reinforced west roof
framing, as outlined above, 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, ZN or/4.4
c
DAVIDA. %
It Gw. w o VREELAND ;�
u..^^C `A ,r 1 o CIVIL
David Vreeland, PENo.46317IP- "
Vreeland Design Associates g Beni n� v
FSsiaNAtf
116 River Road, Leyden, MA 01337 Phone: (413) 6240126
Email: dvreeland@verizon.net Fax: (413)6243282
• r o : c.kkr,grad
EVALUATION REPORT( s
Report Number: 0248 -
Originally Issued: 09)2012
Valid Through: 0912013
•
Division: 05—WOOD AND PLASTICS 3.0 DESCRIPTION
Section: 06060—Connections and Fasteners
3.1 General Description
REPORT HOLDER:
EZ Roof Mount I-Foot Kit consists of 5 oasts
SunModo Corporation components(1)shoe assembly with captive waterproo'r
1906 SE 5'h St,Suite A washer, (2)lag bolt to fasten through the shingles to the
5 Vancouver, WA 90661 roof rafter, (3)flashing that is placed under the mw of
shingles above the shoe and then over the snoe, (4)i-
EVALUATION SUBJECT Foot that is placed over the protruding shoe threads
and (8) hex cap mat is secured or to ;he 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:
CZ Roof Mount is fabricated horn e:minium. Shoe
e 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy
with dimensions Of 7.80 inches in diameter aria 1 CO
• 2309 Intonational Building Code® inches in height.It is held in place using one 5/16 inch
• 2009 International Residential Code® diamete-'a9 boll that is 4 inch in length and made Of
• 2036 international Building Code® stainless steel rlashino is fabricated nom sheet
• 2005 international Residential Code® aluminum with dimensions of 10.0 inches in width. 12.5
inches in length and 0.04 inches in thickness.
1.2 Evaluated in accordance with:
L foot is a 2.00 inch long unequal reg angle made horn
• Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3,00 riches in
Miscellaneous Connecters (IAPMO ES EC002- depth. 2.00 inches in width and 0.24 :inches in
2(111),Approved March 2011 thiiceress- It contains a 0.3/5 inch ciamote('round hoc
! • Flcceptence Criteria for Roof Plashing for Pipe w'.h a 0.83 inch diameter chamfer lin base) that is
Penetrations fiCC-LS AC286).Approved Arial 2010 located in the center of 'hit base leg. Ore soot
measurrg 1 64 inch long by 040 inch wide cacurs in
1.3 Properties Evaluated: the center and is located 0,30 inches from the top edge
of the vertical leg, which has a scaltop front arid rear
• Structural face. See Table 2 for component material properties
• '+Ncather Protection and figures.
2.0 USES 4,0 DESIGN AND INSTALLATION
FZ Boot Mount 1.-Fuc?Kit for Shingle Roofs is used to 4.1 Design
mount solar systems and other rooftop devices such as
satellite ashes on asphalt shingle roofs with wood Tabulated allowable loads shown in Table I of this
rafters underneath
report are based on allowable stress design (ASD).
Adjustments to these vaiacs are required for wet
( E7 Soo'. \cunt is snecifically designed to be used for service conditions, sustained exposure to elevated
insta11at on of solar panels for electric Or hot water temperatures, use with Lm retardant 'umber or with
production on roots with slopes from 3 to 12 units lumbar whose specific gravity is less than OS6
mnpcai?+ '7 units Penzontat (Southern Pine). Allowable values based on `astener
strength may be adjusted fur duration of loading. Sec
footnotes of Table'- (or more detailed explaa tion.
Page of 4
n. . oro Prrikpler Ihq Miles rpt
.
rev.. w e
EVALUATION REPORT
9
Report Number. 0248
Originally issued: 09/2012
Valhi Through: 09/2013
4.2 Installation Rain test data and thickness of aluminum gashing
submitted is in conformance with Aceeutarce Criteria
EZ Hoof Mount Must be installed using the 506 inch for Roof Hashing for Pipe Penetrations (ICC-ES AC
It diameter stainless steel lag screw at each bracket 286-2008). Rain lest conformed to Underwriters
a Enation as described in the manufacturer's !retaliation Laboratory Standard for Gas Vents. UL.441 96 Section
in truceers. t tug screw must penetrate into the root 25.
rafter a micirnum of 2 I inches. Prior to instaation,the
roof rafter shall to honed with the required lead and rest restate are from laboratories .n compliance with
q clearance hole for the unthreaded and shank portions ISOfitfC 1/325
-` of the tag screw as recuired !n Section 1^.1.3 of the
NOS -05. Threaded porion of the rag screw shall be 7.6 IDENTIFICATION
inserted Into its load hole by turning with a wrench and
not dowing bye hammer. A die-stamp label In the 'lashing bearing the name ano
address of the n,anhfacturer. the impact rttsnber,
• Use of aexiliay holes in the Shoe other than the use of IAPMO Uniform FS Marks of Cortonnity and this
an extra tastener tic step the shoe hem rotating during Evi ivation Report Number(ER-0248).
ins'tedatior is ostside the scope of this report
Fleshing shau.d be anstaltod toll under the shingle up to l IAD
the used orlon of the Gashing to prevent water jyjQ
1
ingress ss ur de the sf Fogle No portion of the hashing
sl c u d Un bent upward; the !lashing must rest tufty E S
ega rst the roof shingles, Otherwise the water are wind TM
performance may oe impaired.
IApMO 90248
5.0 CONDITIONS OF USE
EZ Roof Mount L-Foot Kit for Shingle Roofs described
in
is •apart complies with the codes listed it Section
1 0 ci 1l'.is reedit sdbicc:10 the following Gond Irons:
5.1 E7 Roof Mount shall be Installed in accordance with
rh.3 report, manufactures Installation instruction and
the codes.fisted in Section r-1.
5.2 Ca'culatices to vecry the imposed loads on the EL
Roof Mount assembly dc rat exceed the aflowable
loaos contained in Tab;e f o' this report shall be
sumlted ;o the cone official when requested.
Caku:aVcns shall be prepared by a registered design
Professional when -equired by the statues of the
jiMedgtien whore the wank is constructed-
' 6.0 EVIDENCE SUBMITTED
(testing and aralysiu data submitted is in canfoamance
with Evaivation Critevia for Joist Hangets and
Miscellaneous Connectors(IAPMO ES EC UO2-2011).
Page 2 of 4
EVALUATION REPORT
Report Number: 0248 '
Originally Issued: 09/2012
Valid Through: 09)2013
TAIiLL 1; ALLOWABLE LOADS FOR KZ k001/a1O1INrL4 FOOT Rif(IDs,)'um
puhnate[.and Test Load at leer Load at Calculated �._---
! 1 o id D eco on Alhnvahte
Test Vatne 11.259 inch ' 0125 lath Fastener/Metal
Vee feu below)
Declot Load
LS.—20 deflection deflection Strength
I lila It(Wilhdawai) 715 I,Sua 895 340 340
Leered 260 240 1'30t 15$ 130
Notes
7. Mn ad va!aes arc Licol on the least valufait the (timate load of three tests tstru th MOO:tested
. is ;b 0 125 inch deflection(deflection dinar calculated t'astener capacity( itt dr wad or lateral)fir%.end
s wait a sF calmgravity of 055(Souther/Pine)or unmexait Orosaluminum 1,fout oninector.
f 4ll twable values are based al!amber with all of the following ch r era tits
. I t atci dry c c conditions where the oistureo rtenr We not exceed :9Ibr an clad_ period
�ioe.%tattb asfimoo coerei structures.
) 1 I 'recd tvlaac it does tot experience sostaince capemrato rv-tcd tervranues that exited 100 I.
fib an; other toadiliras d I sable table values shall be multiplied by the related mane t thattalo{C,,
t aid err C,)in aa.nNanee Iratit the Nat coal Design Specification fat\laud C'. ratrec(en(NE)S.05).
Olbteatat bobalues arc cased on lumber with a specific giavity off 55(Southern Piot or q l).
r, I. Allowable Had vahos!or wNfidtwalne fazed ona minima:;penetration o2 tit inches into the roar rafter
Sy 5/15 inch x 4 inch long slainr055 steel lag.crew.
5. Alke b.e valuev nay inrthe increascdfor hod etration it acxdancewth Section la S.2 of the NDS-05.
i
Uplift
Lateral
I
IY'
'"'t a;
Page 3 cf 4
EVALUATION REPORT (
Report Number: 0248
�
Originally Issued: 09/2012
Valid Through: 0912019
TABLE 2:MATERIAL PROPERTIES
C mp Rp1 I Maccnal
AI
Shoe illmiiAllay AVSi AA A380
`z epc WesF_ E1512144 wthd mi _
r i g of 40
1. KB t 304 stainlesss cel ASTM A 740
1.-root III /Minimum alloy 606316 ASI11 B221 _..�1
Hoc Cap Alummum°+l A\S IAA A3$OC
F3 sbn:y, 4 rirnr :allo) 1060AS'1'M 13209 � ,
EZ ROOF MOUNT COMPONENTS
a
vegg
RP
i
" f
'ii
I'':gatel:SLoc Assembly Figure 1:Iles Cap
i t
r.
t {
Rr i
Pi gure 2:Lag troll Figtnc 4:Flashing
T✓
i
y sN
Fifnrc 3:L-tool
Page 4 cf 4
EVALUATION REPORT /``fu
Report Number: 0249 `„
Orifinaliy Issued: 0912012
Valid Through; 09/2013
TABLE It ALIA)'AULL LOADS FOR E2 ROOF MOUNT L"FOOT KIT(ILs.)usa.x
Ultimate Load Test Load ad lest Load nt Calculated
Load DUcation .plowable
Test Value 02SO inch 0.125 inch Fastener/Metal
(see figurebelow) Realm,Load
F 4,—d,0 deflection deflection Strength
rail(Withdrawal) 7a5 I 1.8Otr 695 340 340
1.ateral 260 210 130 ., 153 Iia)
A.
Notes
I. Ai lowahla load lues ate based VII t ea limit veue from the itItiotale load of three testi(strength limit).te.t<d
sad al 0 5 rich k cr n deflection lr t) calculated fastener capacity( ithdntial or Inert)for wood
with ai e - gravity of lit.SS(Southern Pine)or a0owabic stress orihe aluminum L.tool cctteton
2 A fowab is lead values arc hasad on lumber with all of the following eharactc4istics-
a. Located io dry.service conditions where 1k moisture content does not exceed 19%far an extended period
of time sods" in most lotted strtituret.
b- 1 a t when:3 dotti oot expunentc sxisnlned caposuro to clotted icmptratnrc5 that vscced IOW F.
iicor an other conditions.allowable table valiant m
es shal be nhlplicd 4by lho: lued attas:neal lsF .S)tC..
anC or Cr)Hi act.o.dent.e math the National Design Spec ifcatiml for Wood Construction(NDS 05).
- Allnex c:toad values are lied on lumbo with a specific gravity or 055(Southern PS or equal).
a. Alhwaile tout slues tor t hdrawal are baud on s minimum peac&aiinn of 2 ri inches into the reef'railer
by one Oil 5 Inch x d ' 1iog stainless-td lag%VRw.
I 5.
AI w bic valets may nut be:nwcased for Road duration In accordance with Secrlea 10 3.2 of the NDS-09.
a
if
:..atera!
(ePCG C. ley"
7 _, I I .J.,...._ AAid p Fmc Fe.
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LG NeON 2 LG320N1C-G4
Mechanical Properties Electrical Properties(STC*)
Cells 6x+0 Module Type 320W
Cell Vendor CO MPP Voltage(Vmpp) 336
Cell Type Mnnocaystalllne/Nayce MPP Current(Impp) 953
Cell Dimensions 15575 x 15675 mm/6inches Open Comfit Voltage(Voc) d09
r of Bechar 12(Multi Lure Buda.) 0 Short Circ it Current(Isr) 1005
Dimensions(L x W al-) I640 ex 1000.40 mn Module Efficiency(%) 195
5457 x 3937 x 15;inch Operating Temperature(°C) -40 90
Front Load 6000 Pa/125 pat 0 Maximum System Voltage(V) 1000
Rear Load 5400Pa/113 psi 0 Maximum Series Fuse Rating(A) 20
Weight 170±05)0/371B±1 lbs Power Tolerance OM 0- e3
Connector Type MCS MC Compatible 1P57
Junction Bos IP17 3 �Ypary+Diodes
Length of Cables 2x ICeD mm/2.39 37
plass mph rra nsmissior Tempered Glass
Frame anodaclnwmmum Electrical Properties(NOCT*)
Module Type 320 W
Certifications and Warranty Maximum Power(Pines) s]a
Certifications IEC 51215,PC 61730 1/2 MPP Voltage(Vmpp) 3C 7
IEC 52716(Ammonia est) MPP Current(lmpp) 760
IEC 61701(Salt MV Ccvmsion lei° Open Circuit Voltage(Voc) 3/9
50 9001 Short Circuit Current(lsC) 810
UL 1703
Module Fire Performance(USA) Type 5 M 1103)
Fire Rating(for CANADA) Cass 5(ULCIORD Cl03) Dimensions(mm/in)
Product Warranty 2 sans 0
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Output Warranty of Pmax Linearwar/anus0 a.
Temperature Characteristics r S4�
NOCT 16±3 C _ Ly
Pomp -039%/"Cm .. m ..., .. . ..
Vat -028%CC
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