32A-166-012 (2) BP-2023-1572
12 BIXBY CT COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot:
32A-166-012 CITY OF NORTHAMPTON
Permit: Solar Build
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
BUILDING PERMIT
Permit# BP-2023-1572 PERMISSION IS HEREBY GRANTED TO:
Project# 2023 SOLAR Contractor: License:
NORTHEAST SOLAR DESIGN
Est. Cost: 23188 ASSOCIATES LLC 106113
Const.Class: Exp.Date: 06/07/2025
Use Group: Owner: KILBOURN BERG,WENDY &JONATHAN
Lot Size (sq.ft.)
Zoning: URC ,9pplicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
Applicant Address Phone: Insurance:
136 Elm St 4132476045 202300019843
HATFIELD, MA 01038
ISSUED ON: 11/09/2023
TO PERFORM THE FOLLOWING WORK:
INSTALL 20 PANEL 8.1 KW ROOF MOUNT SOLAR SYSTEM (NO STRUCTURAL NO BATTERY)
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:
Final: Final: Final: Rough Frame:
Gas: Fire Department Driveway Final: Fireplace/Chimney:
Rough: Oil: Insulation:
Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Signature: I i
' 11-0
'1 •
I II
Fees Paid: $75.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Office of the Building Commissioner
113'
C
The Commonwealth of Massachuse s , �' �
Board of Building Regulations and St . dar ICI ALITY
/ ; Massachusetts State Building Code, 7.0 C R NOV ..3 U E
Building Permit Application To Construct, Repair, .'en r Demolrs03 R Wised Mar 011
One- or Two-Family Dwelling ti6,ti�4inn1/4c>iN
This Section For Official Use Only ,_.,oti, ors p o rei�Ns
Building Permit Number: A 3- /$ 7� Date Applied:
i�v ()Zs ,Z__ 11-9Ztz3
Building Official(Print Name) Signature Date
SECTION 1:SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers
12 Bixby Ct
I.I a Is this an accepted street'? yes X no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public 0 Private 0 Zone: Outside Flood Zone? Municipal ❑ On site disposal system 0
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:
Wendy Berg & Jonathan Kilbourn Northampton MA 01060
Name(Print) City, State_ZIP
12 Bixby Ct (207) 650-6998 jaykilbourn@gmail corn
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK(check all that apply)
New Construction 0 Existing Building 0 Owner-Occupied ❑I Repairs(s) 0 Alteration(s) 0 Addition 0
Demolition 0 Accessory Bldg. 0 Number of Units Other pp Specify: Solar
Brief Description of Proposed Work': Install 20 solar panels on Roof
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1. Building S 1. Building Permit Fee: $ Indicate how fee is determined:
❑ Standard City/Town Application Fee
2.Electrical S ❑Total Project Costa(Item 6)x multiplier x
3.Plumbing S 2. Other Fees: $
4. Mechanical (HVAC) S List:
5. Mechanical (Fire
Suppression) S Total All Fees
6. Total Project Cost: $ $23 1 gg Check No.'}..1 Check Amou b Cash Amount:
0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) CS-106113 6/7/25
Phillip Baunsgard License Number Expiration Date
Name of CSL Holder
41 Heath Rd List CSL Type(see below) U
No.and Street Type Description
Colrain Ma 01340 1 U Unrestricted(Buildings up to 35.000 Cu ttt.)
�/ R Restricted 1&2 Family Dwelling
Ci o State, P M Masonry
RC Rooting Covering
/.�1 WS Window and Siding
SF Solid Fuel Burning Appliances
413-247-6045 phil@north= = st-solar.com I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) 16 9 6 41 - 7/13/25 _
Northeast Solar HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
13 6 Elm St. Permitting@northeast-solar.com
No.and Street Email address
Hatfield. Ma. 01038 413-247-6045
City/Town, State,ZIP Telephone
SECTION 6: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 of the building permit.
Signed Affidavit Attached? Yes Eli No . .. l7
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize Northeast Solar
to act on my behalf, in all matters relative to work authorized by this building permit application.
lei' . I"al Milli' St:mg-mire
Ami 2 10-1(3,S
Pnn t te
SECTION 7b: RI OR AUTHORIZED AGENT DECLARATION
By entering my name below,1 hereby attest u d the pains and penalties of perjury that all of the information
ont ned in this applic •n is true and a - /the est" of my knowledge and understanding.10/2 'J
M i 7, •
4(
i:Aetri(
/ 3
Print Owner's or At o ' a . en 's N.me E -ironic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at
www.tnass.gov oc4Information on the Construction Supervisor License can be found at www,n.ts QN/do
2. When substantial work is planned,provide the infonnation below:
Total floor area(sq. ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system ' Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
City of Northampton
Massachus.tts
r A
A , Dt=PAA27 V? OF BUILDING Ifiti9FF,CTIONS
212 Man street • Municipal Hui141nm , $
• Northampton, MA 01060 s: y-)•
CONSTRUCTION DEBRIS AFFIDAVIT
(FOR ALL DEMOLITION AND RENOVATION PROJECTS)
In accordance of the provisions of MGL c 40, 554, a condition of Building Permit
Number is that all debris resulting from this work shall be disposed of in a
properly licensed waste disposal facility, as defined by MGL c 111, S 150A.
The debris will be disposed of in: Northeast Solar Dumpster
136 Elm St, Hatfield Ma 01038
Location of Facility
The debris will be transported by: Northeast Solar Crew
Name of Hauler USA Recycling Hauls NES Dumpster
Signature of Applicant: Date 1D '� lL
g 1 �
The Commonwealth of Massachusetts
Department of Industrial Accidents
_L Cuff•ice of Investigations
1 Congress Street Smite 100
Boston, MA 02111-20l'
WW.nrass.gov:ilia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Name: Northeast Solar
Address:1:38 Elm St.
Hatfield Ma 01038 41:3-24743045
.�'it',I:��tate/�_lp. Phone #.
Are you an employer? Check the app rop riate box: Business Type(requited):
1.0 I am a employer with 26 employees dish anti,` 5. ❑Retail
orp art.tirne).* 6. ❑RestaurantlBarlEatingEstablishment
2.❑ I am a sole proprietor or partnership and have no ?. ❑Office arul,`or S tales(inch. real estate, auto, etc.)
employees working for me in any capacity.
[N o workers' comp.insurance required] ❑hI on profit
3.0 We are a corporation and its officers have exercised 9. ❑Entertainrn ent
their right of exemption per c. 152, of(4), and we have 10.0 Manufacturing
no employees. [N o workers' comp. insurance required]*y 11.❑Health::are
4.❑ 'lie are a non-profit organization, staffed by volunteers,
with no employees. [No workers' comp. insurance req.] 12.1ZI Other Solar Panels
*tiny applicant that clucks box Ail mist also fill gait the sectioiibelu'showing theirworkers'curiyeii atn_npolicyinforrriation
"If the corporate officer;have exempted tlu ms a lve s,but the corporation has other employees,a w o ike rs'cong srs atio n policy is regained and such an
orani 3tioar shculd cluck box nil.
I am an employer that is providing workers'compensation insnrwice for my employees. Below is the policy information.
Inst_trarrce 0ompanyName:National Casualty Company
Insxer's Address: 12 Bixby Ct
ity/Statel�ip: Northampton MA 01060
Polic*;# or Self-ins Lic 20230019843 7/8/2024
Expiration Date:
Attach a copy of the workers' comp ensatio n p olicy declaration page (showing the policy numb er and exp iratio n 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. B e advised that a copy of this statement maybe forwarded to the Office of
Investigations of the DIA for i ance coverage verification.
I do hereby certify, under all an pen erjnry that the information provided above is true and correct.
Sigiature: D ate: 8/29/2023
Phone 413-247-6045/
Official use only. Do not writ 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#:
iris:s go� dia
Client#: 169764 NORTSOL
ACORD.., CERTIFICATE OF LIABILITY INSURANCE DATE;MMIDDIYYVY)7/10/2023
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on
this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT Commercial Support
Edgewood Partners Ins.Center PHONE 781 455-0700 FAX
INC,No,Ext): I(A/C,No):
144 Gould Street,Suite 100 E-MAIL ADDRESS: NEcertificates aP icbrokers.com
Needham, MA 02494
INSURER(S)AFFORDING COVERAGE NAIC#
781 455-0700 INSURER A:Gotham Insurance Company 25569
INSURED INSURER B:National Casualty Company 11991
Northeast Solar Design Associates,LLC INSURER C:Safety First Insurance Company 11123
136 Elm Street
INSURER D:
Hatfield, MA 01038 -
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTSRR TYPE OF INSURANCE INSR SUBR POLICY NUMBER (MM/DO/YCY YYY) (MMOIDDIYYYPY) UNITS
A X COMMERCIAL GENERAL LIABILITY 202300025855 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000
CLAIMS-MADE X OCCUR PREINainEiaEocccTurrence) $500,000
X BI/PD Ded:5,000 MED EXP(Any one person) $5,000
PERSONAL&ADV INJURY $1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000
PR
POLICY X ECOT LOC PRODUCTS-COMP/OP AGG $2,000,000
OTHER: $
C AUTOMOBILE UABIUTY 5909629 07/08/2023 07/08/2024 CEaOMaccBINidenqED SINGLE LIMIT $1,000,000
ANY AUTO BODILY INJURY(Per person) $
AUTOS ONLY X SCHEDULED BODILY INJURY(Per accident) $
_ AUTOS
X IAUTOS ONLY X AUUT S ONLY PROPERTY(Per accident)
A UMBRELLA LIAR X OCCUR XS22030004 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000
X EXCESS LIAR CLAIMS-MADE AGGREGATE $
DED RETENTION$ _. $
B WORKERS COMPENSATION 20230019843 07/08/2023 07/08/2024 X PER OTH-
AND EMPLOYERS'LIABILITY Y/N STATUTE ER
ANY PROPRIETOR/PARTNER/EXECUTIVE =-.L.EACH ACCIDENT $
OFFICER/MEMBER EXCLUDED? N N/A
(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $
If yes,describe under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required)
Issued as Evidence of Insurance.
CERTIFICATE HOLDER CANCELLATION
Cityof Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
p THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN
210 North Main Street ACCORDANCE WITH THE POLICY PROVISIONS.
Northampton, MA 01060
AUTHORIZED REPRESENTA LIVE
•
1988-2015 ACORD CORPORATION.All rights reserved.
ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD
#S5765155/M5763194 RH002
Commonwealth of Massachusetts
Division of Occupational Licensure
Board of Building Reg1 lotions and Standards
C onaktAr t:+npiarvisor
CS-106113 i o I cpires:06/07/2025
PHILLIP PALOS e
13
41 HEATH RD
COLRAIN Mk 01
t rs
Lf)/ %F,1 1
Commt„s;oncr .
THE COMMONWEALTH OF MASSACHUSETTS
Office of Consumer Affairs and Business Regulation
1006 Washingtmi-Street - Suite 71-0—
Boston, Massachusetts 02118
Home Improvement Contractor Registration
Type LLC
Registration 169641
NORTHEAST SOLAR DESIGN ASSOCIATES,t_tC Expiration 07/13/2025
136 ELM ST
HATFIELD, MA 01038
Update Address and Return Card.
THE COMMONWEALTH OF MASSACHUSETTS -
Office of Consumer Affairs 8 Business regulation Registration valid for individual use only before the
HOME IMPROVEMENT CONTRACTOR expiration date. If found return to:
TYPE:LLC: Office of Consumer Affairs and Business Regulation
Registrtation ExpiLattpn 1000 Washington Street -Suite•710
169641 0f/13/202f, Boston,MA 02118
A5 i St)i AR DESIGN ASSOCIATES ILO
(iRE(UR;1' r,ARRISON
I if,Ft M S r �*..
i.o7HFLL) MA 01038
Undersecretary Not valid Without signature
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Wendy Berg
12 Bixby Ct
b . NORTHEAST
Northampton, Ma 01060
SOLARENERGY
INDEPENDENCE
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: October 27, 2023
To: Justin Annis
NorthEast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Jonathan Kilbourn, 12 Bixby Court,Northampton, MA: Structural assessment of existing
house and porch roofs to support the proposed PV solar panel arrays.
I have investigated the existing roof framing in the areas of the proposed PV solar panel
installations. The 2-story,22'x 38' house with an 8'x 22' entry porch off the front gable end was
constructed in 2000. 16 PV solar panels are to be installed on the west facing roof of the house and
4 solar panels on the south facing roof of the porch. The house roof is framed with 2x8 rafters
installed 16"on-center, spanning 10'-6"with a 9/12 pitch. 2x6 ceiling joists are secured to the
bottom of the rafters preventing the roof from spreading. The porch roof appears to be framed with
2x6 rafters installed 16"on-center, spanning 7'-6"with a 4.5/12 pitch. The roofing is composite
asphalt shingles.
I have reviewed the mounting details for the proposed PV solar panel arrays. Based on my
calculations and a PV solar panel unit weight of 46± lbs, with the attachment points of the arrays
placed at a maximum of 4' on center and staggered to minimize the load to any one rafter, the
house and porch roof framing are adequate to support the proposed PV solar panel arrays and the
snow and wind load requirements of the current 9th Edition of the MA State Building Code for the
City of Northampton.
Please contact me if you have any questions or need additional information.
Sincerely, ��P�tH OF Mgss9�
? DAVID A. y
EELAND
j l 0 CIVIL cw-ciV No. 46317 "
David Vreeland, PE ,off tGnT o
Vreeland Design Associates 1sroNALt*
116 River Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland@verizon.net Fax: (413) 624-3282
Roof Area
West-Facing Roofs Sq Ft 541.9
0
1111 East-Facing Roof Sq Ft 541.9
0 0 Garage Roofs Sq Ft 216.0
Porch Roofs Sq Ft 292.5
illa Ell 18°
Total Roof Sq Ft 1,592.3
Array Area
IIII
4
Solar Module Sq Ft 19.9
I
New Array Sq Ft 398
__ Combined Array Coverage 25.0%
Required Ridge Setback 18"
i�,
System Details
fir .... ...
System Size 20 panels
33r" West Roof Pitch 36°
Z
Porch Roof Pitch 21°
Street & Roofing Material Asphalt Shingle
+ Driveway Access +
Wendy Bergelle
12 Bixby Ct
Northampton, Ma 01060 NORTHEAST
SOLARINDEPENDENCE
SOLAR'S MOST TRUSTED ° REC
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PURE 5ERIES
PRD'_CT SPECIFICATIONS
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*28[1.1] 901[35s] �� 460[18.1] IEC 61215:2016.IEC 61730:2016,UL 61730
r - .- 1 - 4 4 IEC62804 PID
-7 153.7[6.051 IEC 61701 Salt Mist
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6.Ot0.2
IEC 62782 Dynamic Mechanical Load
[0.24t0.01]
o IEC 61215-2:2016 Hailstone(35mm)
o a I IEC 62321 Lead-freeacc.to RoHS EU 863/2015
r., • 15014001:2004,1509001:2015,OHSA5180012007,1EC62941
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153.7(6.05]
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t 45(181 22.5[0.9] 671 t3[26.4 t0.121 System Size All 425 kW 25-500 kW
r30[111 Product Warranty(yrs) 20 25 25
Measurements in mm lin] J. Power Warranty(yrs) 25 25 25
♦GENERAL DATA Labor Warranty(yrs) 0 25 10
132ha1f-cutRECheterojunctioncells Staubl[MC4PV-KBT4/KST4,I2AWG(4mm2) Power in Year I 98% 98°Yo- 98%
Cell type: with lead-free,gapless technology Connectors: in accordance with IEC62852 Annual Degradation 0.25% 0.25% 0.25%
6stringsof22cellsinseries IP68 only when connected Power in Year 25 92% 92% 92%
See warranty documents for details.Conditions apply
Glass: 0.13 in(3.2 mm)solar glass with Cable: 12AWG(4mm2)PVw[re,43+47in(1.1+1.2m)
anti-reftecti o n surface treatment accordancewithENS0618 MAXIMUM RATINGS
Backsheet: Highly resistantpolymer(black) Dimensions: 71.7 x 40 x1.2 in(1821 x 1016 x 30 mm) Operational temperature: -40...+185°F(-40...+85°C) "
a'
Frame: Anodized aluminum(black) Weight: 451bs(20.5kg) Maximum system voltage: 1000V
5
0
3part,3bypassdiodes,IP68rated Maximum testload(front): +7000Pa(1461bs/sgft)'
Junction box: n accordance with IEC62790 Origin: Made[n Singapore
Maximum test load(rear): -4000 Pa(83.5 lbs/sq ft)' To
Max series fuse rating: 25A 5
IP ELECTRICAL DATA Product Code':RECxxxAA Pure `R s
Max reverse current: 25 A a
Power Output PMAx(Wp) 385 390 395 400 405 'See installation manual for mounting instructions. N
Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+S Design load-Test load/1.5(safety factor)
g
Nominal Power Voltage-VM„(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS*
H Nominal Power Current 9.35 9.40 9.45 9.51 9.56 Nominal Module OperatingTemperature: 44°C(t2°C) a
v
til
Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMA.: -0.26°%/°C
Short Circuit Current-Isc(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient ofVoc: -0.24%/°C
Power Density(W/sgft) 19.3 19.6 198 20.1 20.3 Temperature coefficientoflsc: 0.04%/°C
Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values
Power Output-PMAx(Wp) 293 297 301 305 309
IP LOW LIGHT BEHAVIOUR s
Typical low irradiance performance of module at STC:
Nominal Power Voltage-VM„(V) -- 38.8 39.1 39.4 39.7 40.0
g No mina!Power Current-IM„(A) 7.55 7.59 7.63 7.68 7.72 ap
Z :J.,Open Circuit Voltage Voc(V) 45.7 45.8 45.9 46.0 46.1 i. o
o.
o.
Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 W
Values atstandard test conditions(STC:air mass AM 1.S,irradiance 10.75 W/sq ft(1000W/m2),temperature 77°F(25'C),based onaproduction or
spread with a tolerance ofP„m,Vic&Is,t3%within one watt class.Nominal module operating temperature(NMOT:air mass AM lS.irradiance " " '°° "`
.
800 W/m..temperature 68°F(20°C),windspeed 33 ft/s(1 m/s).*Where xxx indicates the nominal power class(P'as)at SIC above. Irradiance(Wire)
l Founded in 1996,REC Group is an international pioneering solar energye C
w. ^�°°
• company dedicated to empowering consumers with clean,affordable I�
solar power.As Solar's Most Trusted.REC is committed to high quality,
innovation,and a low carbon footprint in the solar materials and solar www.recgroup.com
panels it manufactures. Headquartered in Norway with operational Di ' 71:1
headquarters in Singapore,REC also has regional hubs in North America,
• Europe,and Asia-Pacific.
'O.;a:* n
Tech Brief
"al.. IRON RIDGE XR Rail Family
Solar Is Not Always Sunny
f
Over their lifetime, solar panels experience countless -;":---`
extreme weather events. Not just the er-- , , i / i -:::--
worst storms in years,
but the worst storms in 40 years. High winds capable of �`�`
ripping panels from a roof, and snowfalls weighing / x74
-
enough to buckle a panel frame.
j
XR Rails are the structural backbone preventing '‘ 1�
these results. They resist uplift, protect t �` t T
against buckling and safely and efficiently n.., 7
transfer loads into the building structure. ` / it ,74 ,
Their superior spanning capability
requires fewer roof attachments, "�
reducing the number of roof .,
penetrations and the amount ` .),
of installation time.
,, 4.."
6
. Force-Stabilizing Curve
< . f
Sloped roofs generate both vertical and lateral
" _ �' forces on mounting rails which can cause them
o
urved
e of XR Rails
�s Is specially designed toincrease strength enng h in both
4' directions while resisting the twisting.This unique
4. v. ' 4 feature ensures greater security during extreme
= f , ' ' weather and a longer system lifetime.
r« 1 f .
ea
I
Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials
XR Rails are IronRidge offers All XR Rails are made of 6000 series �,,
compatible with �� a range of tilt leg
1aluminum alloy,then protected with an
1 FlashFoot and n options for flat anodized finish.Anodizing prevents surface
other pitched roof 1 roof mounting ; and structural corrosion,while also providing
attachments. applications. a more attractive appearance.
i
Tech Brief
XR Rail Family
The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific
design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match.
XR10 XR100 XR1000
XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among
rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle
no snow.It achieves spans up to 6 feet, wind and snow conditions,while also extreme climates and spans up to 12
while remaining light and economical. maximizing spans up to 10 feet. feet for commercial applications.
• 6'spanning capability • 10'spanning capability • 12'spanning capability
• Moderate load capability • Heavy load capability • Extreme load capability
• Clear&black anodized finish • Clear&black anodized finish • Clear anodized finish
• Internal splices available • Internal splices available • Internal splices available
Rail Selection
The table below was prepared in compliance with applicable engineering codes and standards.* Values are
based on the following criteria:ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof
Slope of 8 to 20 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed certification letters.
Load Rail Span
Snow(PSF) Wind(MPH) 5'4" 6' 8' 10' 12'
90
120
None
140 1 XR10aT ` t ' ,
160 I
90 .
120
{ 20
140
160
90
30
160
90 I
40160
80 160
120 160
Tabie s meant to oe a suntanned Span chart for.^onveylnd ger.erai ad caoandlties.,..se soorovea ce.'incal,vo t x..or acrua, Jesup,guidance
d 2020 ironRidge,Inc.Alt rights reserved.Visit www.ironridge.com or call 1-800-227-9623 for more information.Version 1.20 /��
/Ai. IRONRIDGE FlashFoot2®
The Strongest Attachment in Solar
Iron Ridge® FlashFoot2® raises the bar in solar roof
protection. The unique water seal design is both
elevated and encapsulated, delivering redundant layers
of protection against water intrusion. In addition, the
twist-on Cap perfectly aligns the rail attachment with the
lag bolt to maximize mechanical strength. ;; xv
� kNCarax..s,�6
Twist-On Cap -, "'
FlashFoot2®'s unique Cap design encapsulates ,
the lag bolt and locks into place with a simple ", 4�
. Three-Tier Water Seal
R
twist.The Cap helps FlashFoot2®deliva FlashFoot2®'s seal architecture utilizes
superior structural strength,by aligning ,; three layers of protection.An elevated
the rail and lag bolt in a concentric . ' platform diverts water away, while a stack of
load path. rugged components raises the seal an entire
*k" <3 *' inch.The seal is then fully-encapuslated
:riby the Cap. FlashFoot2®is the first solar
�t . _; , ,
attachment to pass the TAS 100 Wind Driven
a
''
Single Socket Size _
A custom-design lag bolt allows ' -
you to install FlashFoot2®with
the same 7/16"socket size
used on other Flush Mount
Water-Shedding Design
An elevated platform diverts water
away from the water seal.
Tech Brief
Installation Features
B
A Alignment Markers
Quickly align the flashing with chalk lines to find pilot holes.
B Rounded Corners
Makes it easier to handle and insert under the roof shingles.
C Reinforcement Ribs
MO. -f _ _ — «. �.
Help to stiffen the flashing and prevent any bending or
crinkling during installation.
Benefits of Concentric Loading 1250
l o ,
Traditional solar attachments have a .
horizontal offset between the rail and lag 900 •"'""d®
taragicapripaimor
bolt, which introduces leverage on the lag trla it
�
bolt and decreases uplift capacity. `
Aril u dr-Cc*oalup.11lor
FlashFoot2o is the only product to align
the rail and lag bolt. This concentric
loading design results in a stronger
attachment for the system. Raiff-to.Ug Off5er(in)
Testing & Certification
Structural Certification
Designed and Certified for Compliance with the International Building Code &ASCE/SEI-7.
Water Seal Ratings
Water Sealing Tested to UL 441 Section 27 "Rain Test" and TAS 100-95 "Wind Driven Rain Test" by Intertek.
Ratings applicable for composition shingle roofs having slopes between 2:12 and 12:12.
UL 2703
Conforms to UL 2703 Mechanical and Bonding Requirements. See Flush Mount Install Manual for full ratings.
•
0 2022 lronfiidge,Inc.All rights reserved Visit www.ironridge.com or caf 1-800-227-9523 for more information.Version 1.01 /�