24C-013 (4) 265 PROSPECT ST BP-2017-0396
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 24C-013 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGLLcc.1144/2�A)
CateCory: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2017-0396
Project# JS-2017-000653
Est.Cost: $36606.00
Fee: $247.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group NORTHEAST SOLAR DESIGN ASSOCIATES LLC 14871A
Lot Size(sq. ft.): 43995.60 Owner: NORTHAMPTON CITY OF RECREATION DEPT
Zoning: URB(105)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 265 PROSPECT ST
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 () Liability
HATFIELDMA01038 ISSUED ON:9/23/2016 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL 31 SOLAR ELECTRIC PANELS ON
RESIDENCE
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 9/23/2016 0:00:00 $247.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File 4 BP-2017-0396
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 Q
PROPERTY LOCATION 265 PROSPECT ST
MAP 24C PARCEL 013 001 ZONE URB(105)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OU7'x
Fee Paid (•� 7 (, 71 _1`T
Building Permit Filled out
Fee Paid
Tvpeof Construction: INSTALL 31 SOLAR ELECTRIC PANELS ON RESIDENCE
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 14871 A
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFOQMATION 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-1 olition I- ay
27- Vd
Sig . re ofof B>� ffici3I 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.
DocuSign Enveiope ID:E7FQ95CO-0890-4WW7-83E3-E30FE5690081
,,,,,„agr 1, Department use only
n City of Northampton Stale pYPermit
Budding Department Cu$iituvbnveway Fend
212 Main Street SeirerlSepticAvalat8ay
Cf' Room 100 Water/Well Availability
n-,r ?O/ 7 Northampton, MA 01060 Tyro Sets of Structural Plans,„
°.ac >u ph t ne 413-587-1240 Fax 413-5874272 Piot/Site Plans
;a
5�.
T akG, OUferSpec}ry
APPLIC• 0 CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Address. This section to be completed by office
Map Lot Unit
265 Prospect St, Northampton Ma 01060
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Northampton1Survival Center 265 Prospect St, Northampton Ma 01060
o
Name aal!�J' igned by,, Current Mailing Address: 413-586-6564
41 ' Afyl, Telephone ..
2.2 Authorized Agent
Northeast Solar 136 Elm St, Hatfield Ma 01038
Name(Print) Current Mailing Address
die
- �. 413-247-6045
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building (a)Building Permit Fee
2. Electncai (b)Estimated Total Cost of
Construction from(6)
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5.Fire Protection
6. Total-(1 +2+3+4+5) $36,606 Check Number 23 cz)
This Section For Official Use Only
Building Permit Number:
Date
Ded:
Signature:
Building Commissioner/Inspector of Buildings Date
i( r7.ma
DoteSign Envelope ID:E7F095CO-C890.4162-B$E3-E3OFES696D81
Section 4, ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled to by
But Idinp Department
Lot Size
Frontage
Setbacks Front
Side L It: L: R:
Rear
Building Height
Bldg.Square Footage .a
Open Space Footage .a
(Let area minus bldg&paved '.
parking)
#Of-Parking Spaces
Fill:
Salome.¢Lacarbn2.._..... ..-
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO O DONT KNOW iwi1 YES O
IF YES, date issued::
IF YES; Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW 0 YES 0
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW Q YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained a Obtained0 , Date Issued:
C. Do any signs exist on the property? YES t21 NO 0
IF YES, describe size, type and location: Small green wood sign located on front lawn
D. Are there any proposed changes to or additions of signs intended for the property? YES O NO (3
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading, excavation,or filling)over 1 acre or is it part of a common plan
that will disturb over acre? YES 0 NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
DocuSign Envelope ID.E7F095C0.C890-4162-83E3-E30FE5690061
SECTION 5-DESCRIPTION OF PROPOSED WORK(cheek all applicable)
New House ❑ Addition ❑ Replacement Windows Alterations) ❑ Roofing ❑
Or Doors O
Accessory Bldg. ❑ Demolition ❑ New Signs [OB Decks [p Siding[D) Other
--
Brief Description of Proposed
Work: Install 31 solar electric panels on residence
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
ea.If New house and or addition to existing housing, complete the following:
a. Use of building:One Family Two Family Other
P. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached?
d. Proposed Square footage of new construction. _Dimensions
e. Number of stories?
f. Method of healing? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr floodplain Yes No
j. Depth of basement or cellar floor below finished grade
k, Will building conform to the Building and Zoning regulations? _Yes No.
I. Septic Tank City Sewer Private well City water Supply
SECTION Ta-OWNER AUTHORIZATION•TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Northampton Survival Center , as Owner of the subject
properly
Northeast Solar
hereby authorize
to act on o r be ealfy In all matters relative to work authorized by this building permit application.
7/5/2016
Signa re ..�. Date
Northeast Solar
,as Owner7Authonzed
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
Ann Bronner
Print Name \\
aHisdet 66/24/2016
Signature of Owner/Agent Date
Docusign Envelope ID:E7F095CPG890-4162-83E3-E3OFE569oD51
SECTION 8-CONSTRUCTION SERVICES
8,1 Licensed Construction Supervisor: Not Applicable ❑
Phillip Baunsgard 05106113
Name of License Holder
License Number
41 Heath Rd Colrain, Ma 01340 6/7J17
r s I( Expiration Date, ;i��./ 413-247-6045 ..
S e Telephone
9.Reaistered Herne lmprevement Contractor Not Applicable ❑
Northeast Solar 769641
Company Name Registration Number
136 Elm St. Hatfield, Ma 01038 7/14/17
Address Expiration Date
_-Telephone 413-247-6045
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application.Failure to provide this affidavit will result
in the denial of the issuance otthe building permit.
Signed Affidavit Attached Yes ti No 0
11. -Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings 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 that the owner acts
as supervisor.CMR 780, Sixth Edition Section 108,3.5,1.
Definition of Homeowner:Person(s)who own a parcel of land on which heishe resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or Jinni
structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be
responsible far all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be 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 Annotated.you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State cif Massachusetts General Laws Annotated.
Homeowner Signature `_
The Commonwealth of Massachusetts Print Form 1
Department of Industrial Accidents
NI Office of Investigations
I (i7 Hi /j 1 Congress Street, Suite 100
4 -, ; ' Boston, MA 02114-2017
""*. "' www.mass.gov/dia
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):
1.L I am a employer with 10 employees (full and/ 5- 0 Retail
or part-time).* 6. 0 Restaurant/Bar/Eating Establishment
2.0 1 am a sole proprietor or partnership and have no 7 0 Office and/or Sales(incl. real estate,auto, etc.)
employees working for me in any capacity,
[No workers' comp. insurance required) 8. 0Non-protit
3.0 We are a corporation and its officers have exercised 9. 0 Entertainment
their right of exemption per c. 152, §1(4),and we have 10.0 Manufacturing
no employees. [No workers' comp. insurance required]**
ILO 0 E,Iealth Care
4.E We are a non-profit organization, staffed by volunteers,
with no employees. [No workers' comp. insurance req.' 120 Other
*Any applicant that checks box 41 must So Ell out the section below showing their workers compensation policy information.
**If the corporate officers hove exempted themselves.but the corporation has other eoipioyecs.a porkers'compensation policy 1s required and such an
organization should check box O.
I ane an employer that is providing workers'compensation insurance for my employees. Below is the policy information.
Insurance Company Name:Hanover
Insurer's Address:265 Prospect St
City/State/Zip: Northampton, Ma 01060
Policy# or Self-ins. Lic. ftWHN 5715134-02 Expiration Date:4/8/17
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 254 of MOL 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 DR for insurance coverage verification.
I do hereby cert, under the , ins and peer .ar. 'es ofperjury that the information provided above is true and correct.
Signature: �f..aw ,*, .-1_ Date:7/6/2016
Phoned 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 h:
..www.nmss.gov/dia
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Northampton,
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: September 18,2016
To: Ann Bronner
NorthEast Solar
136 Elm Street
Hatfield,MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Northampton Survival Center,265 Prospect St,Northampton,MA:Structural assessment
of existing roof to support proposed solar array.
I have reviewed the structural plans prepared by Ryan Hellwig,PE,dated 7/14/10 for the 1-story,
26'x 53-6"addition to the original building. 31 PV solar panels are to be installed on the southeast
facing roof of the addition section of the building. The hip roof is framed with Double Fink
designed roof truss installed at 24"on-center, spanning 26'-0", with a roof pitch of 4/12.The
roofing is asphalt shingles.
1 have reviewed the mounting details for the proposed array. Based on my calculations and a PV
solar panel unit weight of 38±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 roof truss, 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, ,,,i N oP <
moo' DAVID A. SG
g@ 2 'MEEIAND '
eLv„C,1 �� ..w— Qa CIVIL
David
Na 88357
David Vreeland, PE byo$u sTEpEo �¢-
Vreeland Design Associates " ronats_r't'
116 River Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland@verizon.net Fax: (413)6243282
?00c c(,'(-/-c..cl-,rva-n.F-j-
EVALUATION REPORTjC`air,
Report Numben 0248
Originally issued: 0912012
Valid Through; 09/2013
Division: 06—WOOD AND PLASTICS 3,0 DESCRIPTION
Section:06080-Connections and Fasteners
3.1 General Description
: REPORT HOLDER:
EZ Roof Mount I.-Foul Kit consists of 5 basic
Sunilodo Corporation components: (1)shoe assembly with captive waterp'oof
1905 SE Soh St,Suite A washer, (2)lag bolt to fasten through the shingles In the
Vancouver,WA 98861 roof rafter, (3)flashing that is placed under the row of
shingles above the shoe and then over the shoe,(4) G
EVALUATION SUBJECT Foot that is placed over the protrudinn shoe threads '
and (S) hex cap that is secured or to the shoe. See
SunModo EZ Roof Mount 1-Foot Kit for Shingle Figures 1 to 5 in Table 2,
Roofs
3.2 Materials
f 1.0 EVALUATION SCOPE:
EL Roof Mount is fabricated from aria num. Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy
with dimens%ons of 2.80 inches in diameter and I 30
• 2309 International building Cadet inches in height It is held in place using one 5/16 inch
• 2009 International Residential Code* diameter tag bolt that Is 4 inch in length and made o`
• 2006 international Building Codes stainless steel. Flashing is fabricated from sheet
• 2006 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 leg angle made from
• Evaluation Criteria for Joist Hangers and 6083-T6 aluminum with dimensions of 3,00 inches in
Miscellaneous Connectors (IAPMO ES EC002- depth, 2.00 Inches in width and 0.24 .riches in
' 20111,Approved March 2011 thickness. It contains a 0.315 inch diameter round We
• Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is
Penetrations(ICC-ES AC286).Approved April 2010 (coated in the center of the base leg. Ore sot
measuring 1.64 inch long by 0.40 inch wide occurs in
1.3 Properties Evaluated: the center and is located 0.30 inches from 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
FZ Hoof 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 1 at this
satellite dishes on asphalt shingle roofs with wood report are based on allowable stressn deal ;ASD)-
rafterspndemaath Ad)usancnts to these vaures are required far wet
f E7 Roof Mount s specifically designed to be used favi service conditions, sustained exposure to elevated
insta,tation of solar panels (or electric or hot water
temperatures. use with fire retardant lumber or with
orcdvction on roofs with copes from 3 to 12 units lumber whose specific gravity is fess than 0.55
vertical in 12 units horizontal. (Southern Pine). Allowable values based on fastener
strength may be adjusted for duration of loading. Sec
footnotes of Table I for more detailed explanation.
Page 1 of 4
v. 1 r Mtav #.. n a:,.m rv• r.m. 0
1 11 ,..Lim•via,wti.,fe P..'.r ax °a rvaM 9et 17511 ,M. n,.,.,..�!u. r"
EVALUATION REPORT
Report Number. 02498
Originally Issued: 0912012
Velld Through: 0912013
4.2 Installation Rain test data and thickness or aluminum flashing
submitted is in conformance with Acceptance Criteria
LZ Roar Mount must be installed using the 5(15 inch for Roof Hashing for Pipe Penetrations (ICC-ES AC
diameter stainless steel lag screw at each bracket 286.2006). Rain test conformed to tlndewniters
`i location as desenbed in the manufacturers installation Laboratory Standard for Gas Vents, UL 445-96 Section
instructionstag screw must penetrate Into the roof 25.
rafter a minimum of 2 % inches-Prior to installation,the
roof ratter shall be bored with the required lead and rest results are from laboratories in compliance with
clearance hole for the unthreaded and shank portions - ISO;IEC 17025
of the tag screw as reedited in Section 111 of the
NDS -05. Threaded portion of the tag screw shall be 7.0 IDENTIFICATION
f inserted into its lead hole by turning with a wrench and
not driving by a hammer. A die-stamp label in the fashing bearing the name am
Fly address of the manufacturer, the model ncrnber.
Use of auxifa J holes in the Shoo other than the use of IAPMO Uniform ES Marks of Conformityand this
`. an extra tastener to stop the shoe from rotating during Evaluation Report Number tER-02485.
installation is outside the scope of this report
Fleshing should be instal/tad full under the shingle up to i h P
the raised portion
on of the cashing to prevent water
Q
ingress under the
shingle. Na portion of the flashing
should be bent upward; the fleshing must rest fully BS
against the roof shingles.Otherwise the water and wind Luj TM
performance may be impaired
IAPMO ft0248
5.0 CONDITIONS OF USE
i EZ Roof Mount L-Foot Kit 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 E7 Roof Mount shall be installed in accordance with
Ihs report manufacturers installation instructions and
the codes listed in Section 1 1.
5.2 Calculations to verify the imposed loads on the EZ
Roof Mount assembly do rot exceed the allowable
loads contained in Table 1 or this report shall be
submitted to the code official when requested.
Gatcuiations shall be prepared by a registered design
( professional when required by the statues of the
jvrisd;clien whore the work is constructed-
6.0 EVIDENCE SUBMITTED
Testing and analysis data submitted is in conformance
with Evaluation Criteria for Joist Hangers and
Miscellaneous Connectors(IAPMO ES EC 002.2011}.
Page 2 of4
EVALUATION REPORT
Report Number. 0240
Originally Issued: 0812012
Valid Through: 09/2013
TABLE 1: ALLOWABLE LOADS FOR EZ ROOF 01OON'L I.-FOOT IUT(Ibs.)l 1"5
Ultimate Load Test Load at rot Load at Calculated
Load Plieciwn Allowable
see figure Test Value 0.250 inch 0.125 inch Fastener/Metal
1below) Design Lead
F.S.^3.0 deflection deflection Strength
Uplift(Withdrawal) 715 1,800 &95 I 340 340
Lateral 260 240 I70 tiJ i30
Notes
1. Allowable load values arc bawd on the hast value from the ultimate load of dirge tests(sttenglh limit),tested
lead to 0.1 .5 inch deflection(deflection limn).calculated fastener capacity twilit/that or lateral)R.r wend
with a specifik wavily of 0.55(Southern Pine)or alhaable stress of the aluminum 1. fool someone.
Allowable load vatucs me bawd on lumber with all of thoil aing ChAMVIC115110.
a. Located in thy service conditions where the moisture semen does not exceed 19%for mi extended ve.fod
of time such as in most covered structures.
b. located when;it does not experience sustained exposure to elevated 1001v0retutes than vscecd IOP'1_
Por any other conditions,allowable table values shall be multiplied by the related adjustment fat torisj(C,,,
rend/or Cd m accordance with the Natrona{Design Specification for Wood C onetime/on(NDS-O5).
Allowable load values arc Waned on lumber with a specific ninthly of 0.55(Southern Pun or equal).
I ( 4_ Allowable trots)Values for withdrawal are based on a minim un penetration oft i_ inches lam the roof rafter
by one 5/15 Lett x 4 inch long stainless steel lag screw.
5. Allowable values may not be increased for load duration hi accordance with Section 10 3.2 of the NDS-05.
Uplift
Lateral
N
Page 3 cf 4
EVALUATION REPORT 6moke""
Report Numbers 0x48 . ,"
Originally Issued: 09/2012
Valid Through: 09/2013
TABLE 2:MATERIAL
PROPERTIES" -
Cum _asalcral
VIep ( Atellnum aito2 ANyg4A13309 -..
= It;proo Wee her E?'UAi with dery eter refill of 40
L aq But 391 statieless steel ASTM A 749
/not
Alv¢l num allayU[ IG K7AfH?l
HcaAlunumalu ANS /
Hex IAA AA38(52 -
# Ji -lln}((ep m�AI nmrgr
• ai_< 796a i31h1B2np._
e
EZ ROOF MOUNT COMPONENTS
r
g
i A
nY • f?'
.. I,
s: w`°5? 3 3rd j'
Y igUel:Shoe ARSCl961)• .Je.?4 p'•.
Figure 4:I lei Cap
/
Fiesre 2:Lag Boll
Figure 5:Mathew
Bs -
Figure+:L-four
Page 4 cf 4
EVALUATION REPORT gPN . /\)
Report Number: 0240
Originally Issued: 0912012
Valid Through: 0912013
•
'EARLE 1e ALU)W ABLE LOADS FOR EZ ROOM MOUNT L-FOOT NEI(lhs,ri'"s
Load Direction Allowable
Load Test Load at test Load at Calculated Allowable
(see donne below) Test Value 4250 inch 0.125 inch Faster erlMetai Design Load
RS.=3.0 deflection deflection Strength
Uplift(Withdrawal) 715 1,306 095 340 340
Lateral 260 240 130 I 153 130 _�_
Notes
I. Allow:hit load scathes me based on the least value from the ultimate load of three tests(strength limit),tested
load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or latero)Err wood
with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum Lfoot conector.
2. Allowable lead values arc based on lumber with all of the following characteristics:
a. Located in dry ser vice conditions where the moisture minteat does not ecceed 19%for as extended period
+ oi'nine such as in must covered structures.
b. Located where it does not experience sustained o posure to elevated temperatures that exceed i or F.
!! I Formtq other cnrdtcbs,aiilowable iab(e calues,chali be nmliiplicd bythe related adjustment Gnarls)(Ca
andior( ) aecadmce wid+ffie National Design Speeirrnfiod far Wool Consimctivn(NDS-05).
.. Allewabie toad values an based on lumber with a spectre gravity of 055(Southern Pine or equal).
4. Allowable toad values for withdrawal are based on a minimum penetration oft 4 inches into the roof Tanta
by one 5.I6 inch x 4 inch lone standess steel lag screw.
AIL v blevalues may not he increased for load duration-nacordancewth Section 10.3.2 of the NUS-05.
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Typical feet placement w/
1611 o.c. rafter spacing ILI I 1411 11 lll 114 i tiViii 1?
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Typical feet placement w/ !u .
24" o.c. rafter spacing .R: , LII-
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LGNeON 2emck 1.6300N1K-G4
Mechanical Properties Electrical Properties(STC*)
Cells 6x10 '900W
Cell Vendor LC MPP Voltage(Vmpp). VS
CellType M000cowtaIWm IN.type MPP Current(Impp) 926
Cell Dimensions 156752150751)12/6 x 6 inch Open Circuit Voltage(Voc) 39/
.of en.ear 12(Multi Wired.91611)0 Stat Circuit Current Det) 916
WmenAmrs{LxWKH) 1640 x 1000 x 4p.mo Module EYKoency(%) 183
645/x 39.3/x 151 inch Operating Temperature(5C) -20_.90
...
Front toad 6000 pal 125 114 m_ _ Mnxermn,System Voltage tvJ I(%#J
Rear Load 5400 Pa/'113 psf 0 _ Mwomum Styles Fuse Rating(A) 80
Weight 1/D±0]kg/3/40±'.111.9Power Tolerance(G) 0- .3
eomeator Type 121.24 MCA ComyatbIt IDE/ _. _
Junction Box f1761 with 3 Flypast Ubdes
Length of Cables 2x 1000219./2x 1937ix,n
Glass High iranwmss;an Tempered cies. Electrical Properties(NOCT*)
Fame Anudrzed Aluminum
300W
Certifications and Warranty Maximum Power(pmpp) SIB
MPP Voltage(Vmpp) 29.5
Certi€catons(In Progreso) '£C 6121t EC 61230.1.21{./03 MRPCarrent(hnpp)
5
ISO 9001 ICC 62716(Ammonia rest), Open Circuit Voltage(vatl Sas
t( 6 /01(Salt Mist Corms o lest).. .. short Circuit Current(1st} 183
Module ere Performance Iype2iUt 1703) ,.w.,, �_ -.�n• _,,, c..,,„,. u,.r,..
Product Warranty 12 years 0
Output aunty of Pmax 9 Dimensions(mm/in)
(m. ....MMT .:,ere t 3%)
Temperature Coefficients
NOCT 45±3"C ei2.2
I
Gml7P .38`2"C ® .. ... —
.,.. � _..�
Vot 11289/'C ,.... rv.. .... .o_...., r,
Iso 0112%rvC
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Characteristic Curves .,_ ..
a , „„. " _ _ _r_1 .- 4 .
iirtogav
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t e e .r
i.
no -------'-"'. ,.
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dfLjrT
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top 2 ,t r, . .. nnn,.,mforaBenwlite : �J�
1 A Nl 51/G57015 5
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