HomeMy WebLinkAbout20250448 276 Washington St Exterior Modification- Roof Mounted PV Array Application **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** [FOR OFFICE USE]
(Application#)
CITY OF SARATOGA SPRINGS
r. DESIGN REVIEW COMMISSION
. CITY HALL-474 BROADWAY (Date received)
� SARATOGA SPRINGS, NEW YORK 12866-2296
°�PoRartio ��� TEL: 518-587-3550 X2533
www.seratoga-springs.org
(Project Title)
APPLICATION FOR:
ARCHITECTURAL/HISTORIC REVIEW Staff Review
APPLICANT(S)* OWNER(S) (/fnotappl/can ATTORNEY/AGENT
Name Scott Ference: Kasselman Solar, LLC. Nick Bordeau
Address 279 Broadway Bldg 2 276 Washington St
Menands, NY 12204 Saratoga Springs, NY 12866
Phone (518) 912-7580/ 518-596-6893
Email sference@kasselmansolar.com nickbordeau@gmail.com
Identify primary contact person: 8 Applicant ❑ Owner ❑ Attorney/Agent
*An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question.
Applicant's interest in premises: B Owner ❑ Lessee ❑ Under option to lease or purchase
PROPERTY INFORMATION
Property Address/Location: 276 Washington St Saratoga Springs , Nev Tax Parcel #: 1 65 2 - 58 _
(for example: 165.52—4—37)
Date Acquired by Owner: 02/17/23
Current Zoning District: U R1 Property use: M Residential ❑ Non-residential/mixed-use
Type of Review: 0 Architectural ❑ Historic ❑ Extension/modification (of current approval)
Summary description of proposed action: The installation of a 9.20kW roof mounted PV array.
Has a previous application been filed with the DRC for this property? e No ❑ Yes—date(s)?
-App. No.(s)?
Revised 01/2021
**A "complete" application consists of 1 hard copy (original) , and I electronic copy of application &ALL other
materials as required below:
New Construction /Additions
8 Color photographs showing site/exterior details of existing structures and adjacent properties
8 A detailed scaled site plan is essential for achieving minimal zoning compliance,depicting both current and planned structures
along with all building projections such as decks, porches, steps, roof overhangs, and chimneys.This site plan must show all
setbacks from property boundaries and any easements, in addition to the dimensional and bulk standards relevant to the zoning
district on 17"x11"sheet.
e Elevation drawings showing design of all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture
&lamp type,wattage), etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible
8 Floor plans for proposed structure;on sheet no larger than 2'x3'—smaller permitted if legible
❑ Product literature,specifications and samples of proposed materials and colors
Change in exterior building materials (windows, doors, roof, siding, etc.), or color(in non-residential districts only)
8 Color photographs showing site/exterior details of existing structures and that illustrate affected features
8 Elevation drawings showing all sides of existing&proposed construction—label dimensions, colors, materials, lighting(fixture&lamp
type,wattage),etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible
8 Product literature,specifications and samples of proposed materials and colors
Within front yard setbacks in Historic Districts onlx (Front setbacks:UR-1 &INST-HTR=30';UR-4=25';UR-2,UR-3&NCUD-1=10')
- Installation, removal or change in material of drive- and walkways
- Installation or removal of architectural, sculptural or vegetative screening over 3' in height
- Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2' diameter)
For any of above:
❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties
❑ Site plan showing existing&proposed construction: include property lines&dimensions, required&proposed setbacks&lot
coverage,site features(fences,walks,trees, etc.) street names, compass bearing&scale; no larger than 2'x3'sheet—smaller
preferred if legible
❑ Product literature, specifications and samples of proposed materials and colors
Serge/Awnings
❑ Color photographs showing site/exterior details of existing structures,and adjacent properties
❑ Plan showing location of proposed sign/awning structure on building/premises: no larger than I I"x 17"
❑ Scaled illustration of proposed sign/awning structure and lettering(front view&profile): include all dimensions of structure;type,
dimensions and style of lettering or logo; description of colors, materials, mounting method and hardware
❑ Descriptions,specifications of proposed lighting including fixture&lamp type,wattage, mounting method,and location
❑ Product literature, specifications and samples of proposed materials and colors
Demolition
❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties
❑ Site plan showing existing and any proposed structures-include dimensions,setbacks, street names,compass bearing, and scale
❑ Written description of reasons for demolition and, in addition:
❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved
❑ For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a
"contributing"structure in a National Register district(contact City staff), provide plans for site development following demolition-
include a timetable and letter of credit for project completion
Telecommunication facilities
❑ Color photographs showing site/existing structures,and of adjacent properties
❑ Site plan showing existing and proposed structures: include dimensions,setbacks,street names,compass bearing,and scale
❑ Scaled illustration of proposed structures: include all dimensions;colors, materials, lighting, mounting details
❑ Consult Article 240-12.22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact
assessment and existing and proposed vegetative screening
Revised O1/2021
Request for extension of current approval
❑ Identify date of original DRC approval: Current expiration date: Org.App. No.
❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood.
SEQR Environmental Assessment Form
❑ Applicants proposing the following must complete"Part I"of the SEQR Short Environmental Assessment Form (available here:
http://www.dec.ny.gov/docs/permits ei operations pdf/seafp art one.pd-
-Construction or expansion of a multi-family residential structure(4 units +)
-Construction or expansion (exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure
-Telecommunications facility, radio antennae,satellite dishes
- Demolition
Disclosure
Does any City officer, employee or family member thereof have a financial interest(as defined by General Municipal Law
Section 809) in this application?
8 No ❑ Yes- If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this
application.
Certification
/we,the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance
before the Design Review Commission.
By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying
documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing
false or misleading information is grounds for immediate denial of this application.
I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property
associated with this application for purposes of conducting any necessary site inspections relating to this application.
Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural
Review of the Zoning Code of the City of Saratoga Springs.
Scott 9�erelfce Date: 5/27/25
(applicant signature)
Date:
(applicant signature)
If applicant is not the currently the owner of the property,the current owner must also sign.
Owner Signature: See Attached Date:
Owner Signature: Date:
Revised 01/2021
CITY OF SARATOGA SPRINGS
r
DESIGN REVIEW COMMISSION
City Hall -474 Broadway
Saratoga Springs, New York 12866
c kP a Tel:518-587-3550 x2533
o artio �
www.saratoga-springs.org
INSTRUCTIONS
ARCHITECTURAL/ HISTORIC REVIEW APPLICATION
I. ELIGIBILITY:An applicant to the Design Review Commission for Architectural Review or Historic Review
must be the property owner(s) or lessee, or have an option to lease or purchase the property in question.
2. COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is
complete. The DRC will only consider properly completed applications that contain 1 original and 1
digital version of the application and ALL other required materials as indicated on the application.
HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!!
3. ACTIONS REQUIRING REVIEW:
Architectural Review District Historic Review District
• any exterior changes that require a building permit • Installation or exterior change to a structure requiring a
• any change in exterior building materials building or demolition permit
• a new, or change to an existing, sign or sign structure • any material change to exterior of a structure including:
• demolition of a structure -addition or removal of exterior architectural features
- installation, removal or material changes to exterior
Within a non-residential zoning district: building elements such as roof, siding, windows, doors,
• a change in exterior building color porches, etc.
• installation of an awning - enclosure or screening or buildings openings such as
windows, doors, porches, etc.
- installation of utility, mechanical or misc. accessory
structures to the exterior of a building such as HVAC
equipment, solar panels, wind turbines, radio/satellite
transmission/reception devices, etc.
■ Within a front yard setback:
- installation, removal or material changes to drive- or
walkways
- installation or removal of architectural, sculptural or
vegetative screening that exceeds 3' in height
- installation of accessory utility structures or
radio/satellite transmission/reception devices over 2' in
diameter
• a change in exterior building color within a non-
residential zoning district
• a new, or change to an existing, sign or awning
• installation of telecommunications facilities
Note—Ordinary maintenance or repair that does not involve a change in material, design or outer appearance
is exempt from Historic or Architectural Review.
Revised 01/2021
4. DESIGN GUIDELINES:
The Design Review Commission will evaluate whether the proposed action (construction, alteration or
demolition) is compatible with existing structures and surrounding properties using the following criteria:
• Height— consistent with historic form and context of site and surrounding properties
• Scale— relationship of structure and its architectural elements to human size, form, perception
• Proportion — relationship among building elements including front fagade, windows, and doors
• Rhythm — pattern resulting from repeating building elements such as door/window openings, columns,
arches, and other fagade elements
• Directional Expression —compatibility with horizontal &vertical expression of surrounding structures
• Massing& Open Space— relationship of structure to open space between it and adjoining buildings
• Setback—compatibility with surrounding structures
• Compatibility of the following with surrounding structures/properties:
- Major building elements (storefronts, doors, windows, roof)
- Building materials
- Color— (in non-residential zoning districts only)
5. DECISIONS:The Design Review Commission may approve, approve with conditions, or disapprove an
application. The DRC may impose appropriate conditions and safeguards in connection with its approval
including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied
DRC application on the grounds of hardship.
Application approvals shall expire within 18 months of the filing date unless the project has sufficiently
commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may
request up to 2 extensions if requested before expiration date of prior approval.
6. AGENDA DATE: Check City's website (www.saratoga-springs.org) for meeting dates. Applications are
placed on an agenda on first-come, first-served basis as determined by the completeness of the application.
7. APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance".
REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT.
ADDITIONAL INFORMATION:
More detailed information on Architectural Review, Historic Review and the Design Review Commission
responsibilities may be found in the City's Zoning Ordinance available in City Hall and on the City's web site at
http://www.saratoga-springs.org/544/Zoning-Ordinance.
Revised 01/2021
City of Saratoga Springs
City Hall-474 Broadway
yr Saratoga Springs,New York 12866
Tel:518-587-3550 www.saratoga-springs.org
JPoRgiiD 9 g Office of Planning&Economic Development
Application to City Council FEE
Comprehensive Plan amendment $1,800+$300/acre
Zoning Ordinance amendment $800+$300/acre
Planned Unit Development PUD amendment $800+$300/acre
Application to Zoning Board of Appeals
Use Variance $1,400+$50/app
Area Variance-Residential(1 &2 Family) $350/1 st var+$50/app+$150/ea add variance
Area Variance-3+Family and Commercial $1000/1 st var+$50/app+$200/ea add variance
Interpretations $650+$50/app
Post Work Application Fee Application Fee x 2+$50/app
Variance extensions 50%of Application fee+$50/app
Application to Design Review Commission
Demolition $500
Residential Structures-1 or 2 Family Principal or Accessory Structure
Materials Change-roof,windows,siding $75
Facade Change-removal/addition of windows,doors,porch $150
Addition or new construction $300
Approval Extension or Modification 50%of application fee
3+/Multi-Family,Comm,Mixed-Use Principal or Accessory Structure
Materials Change-roof,windows,siding,paint color $150
Signs,Awnings $150
Facade Change-removal/addition of windows,doors,porch $300
Addition or new construction $650
Approval Extension or Modification 50%of application fee
Post Work Application Fee Application Fee x 2
Application to Planning Board
Special Use Permit $1200+$50/app
Temporary Use Permit $500
Special Use Permit-extension $400
Special Use Permit-modification $550+$50/app
Site Plan Review-incl.PUD:
Sketch Plan $400 per sketch
Site Plan Full
Residential $400+$250/unit
Non-residential $800+$150/1000 sf
Administrative SPR
Residential $400
Non-residential $800
Extension
Residential $250
Non-residential $350
Subdivision-incl.PUD:
Sketch Plan $400 per sketch
Preliminary Approval
Residential:1-5 lots $700+$50/app
Residential:6-10 lots $1100+$50/app
Residential:11-20 lots $1450+$50/app
Residential:21+lots $1800+$50/app
Residential-extension $350
Final Approval
Residential $1,550+$200/lot+$50/app
Non-Residential $2,400/lot+$50/app
Final Approval Modification
Residential $400+$50/app
Non-Residential $800+$50/app
Final Approval Extension
Residential $250
Non-Residential $350
utner:
Lot Line Adjustment/Subdivision Administrative Action $400
Letter of Credit-modification or extension $400
Letter of Credit-collection up to 1%of LoC
Recreation Fee $2000/lot or unit
Land Disturbance $750+$35/acre
Watercourse/Wetland Permit $750
SEQRA EIS Review Draft&Final TBD
6
Docusign Envelope ID:73839FD2-1 D4E-461 B-84C9-5E71360401 EB
279 Broadway
Building#2
- kasselmansoLAR Menands, NY12204
(518)-478-8365
(518)-953-1095 Fax
Nicholas Bordeau (Customer) hereby authorize Kasselman Solar LLC, to act
as customer, agent & contractor, and to submit all necessary permit applications and supporting
documents to the Town Building Department on my behalf.
Customer Name(Print) Nicholas Bordeau
Signed by:
Customer Signature CAA �A
Customer Address 276 Washington St Saratoga Springs, New York 12866
Municipality that issues your Building Permit_city of Saratoga springs
DocuSigned by:
Kasselman Solar Employee Signature
F
AAAS
eft WaV�
WESTSHORE
DESIGN ENGINEERS
100 GREAT OAKS BLVD. I SUITE 117A
ALBANY I NEW YORK 1 12203
To: Kasselman Solar
279 Broadway Bldg. 2
Menands,NY
Date: April 28, 2025
Ref.: 25040411
Subject: Bordeau Residence
276 Washington St.
Saratoga Springs,NY
To Whom It May Concern,
The following references the structural roof analysis of the Bordeau residence located in
Saratoga Springs, NY. Westshore Design Engineers has been retained in order to analyze
the existing roof structure for adequacy in supporting the proposed additional loading due
to rooftop solar panels. The site-specific loadings are as follows: Seismic Design Category
B; basic Wind Speed of 115mph; and Ground Snow Load of 50psf, per ASCE 7-16. The
existing roofs consist of 2x6 at 16"o.c. with collar ties and a 14' span. Applicable codes
include 2020 NYS Building Code and 2021 IEBC.
Based on structural analysis, it has been determined that the RI roof is adequate to
support rooftop solar panels with a maximum loading of 3psf.
The panel layout is not restricted within the specified portions of roof. IronRidge
U1traGrip anchors with (2) 1/4" diameter screws required at 48" on center maximum with
2.5"minimum embed, or(6) screws at 24"o.c. for deck attachment, or S-5! clamps or
racking system& attachments of equal or greater design values for metal roof. F N E w
PS A , J-
Please don't hesitate to contact us with additional requests.
Thank you. EXP: i; -�- 01 26
Or
W
Westshore Design Engineers � 4 _�
CP``O 091373
Q�c�
AROfESSIO0
4/2 /2025
John Eibert Nicolas Nitti, P.E.
Project Coordinator President
WestShore Design Engineers 11 100 Great Oaks Blvd. 11 Suite 117A 11 Albany,NY 12203 II 518.313.7153
kasselman
Nick Bordeau
276 Washington St.
Saratoga Springs, New York 12866 -
April 30,2025
GROUND ACCESS
9.20 7.60 O
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20 REC460AA Pure-RX n
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N
GROUND ACCESS
rn
20 Enphase IQ8X-80-M-US(240)
Enphase Envoy
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IronRidge XR-Rail
n
IronRidge Halo Ultra Grip H.U.G. 0
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Asphalt Shingle 20 173(S) r
Rafters:2x6 at 16"o.c.
Collar ties:2x4 at 16"o.c.
VWMIM
N National Grid
36914-26144
25080153
Design Prepared by: SS Kasselman Solar,LLC-279 Broadway,Bldg.2-Menands,NY 12204-p:(518)478-8365
kasselman,
PV Labeling Guide
■ ■ ■ + 7(a). 1 3• 1-LABEL PV DC DISCONNECT OPERATING SPEC,
i WARNING, PLACE 1 PER INVERTER.
I ■ ■
■ r ■ PHOTOVOLTAIC SYSTEM 2-WARNING LABEL, DC,PLACE 1 PER INVERTER AND
RATED MPPCURRENT AMPS 7(b) ■ . . COMBINER PANEL DC JUNCTION BOX.
RATED MPP VOLTAGE VOLTS DO NOT ADD LOADS 3-WARNING LABEL, DC,PLACE 1 EVERY 10'OF
MAX SYSTEM VOLTAGE VDC CONDUIT,REFLECTIVE-
MAX C I RC U IT CUR RENT AMPS
4.LABEL INDICATING PV HAS RAPID SHUTDOWN,
2. t��/�
PLACE 1 ON METER, REFLECTIVE-
A WARN I N G $ SOLAR 5.LABEL INDICATING MAIN BREAKER HAS BEEN
ELECTRICAL SHOCK HAZARD DOWNSIZED,PLACE 1 NEAR MAIN.
TERMINALS ON THE LINE AND 6-WARNING LABEL, INDICATING METER IS BACK FED
LOAD 51DE5 MAY BE ENERGIZE❑
IN THE OPEN POSITION 1 1 BY PV,PLACE 1 ON METER.
A AL
r . A 7(a){b)-LABEL INDICATING WHERE PV DISCONNECT IS
IwkLOCATED, PLACE 1 ON METER-VERBAGE VARIES PER
3. ■ ■ r ■ ■ SITE-
■
■ ■ ■ on ■ 8.LABEL INDICATING PV DISCONNECT, PLACE 1
ANYWHERE PV CAN BE DISCONNECTED;REFLECTIVE.
4. ■ . a '° A WARNING 9-LABEL INDICATING PV OVER CURRENT DEVICE;
PLACE 1 NEAR ALL PV BREAKERS EXCEPT MAIN-
EQUIPPED WITH TURN OFF PHOTOVOLTAIC
10-WARNING LABEL,AC,PLACE 1 PER AC JUNCTION
RAPID AC DISCONNECT PRIOR TO BOX,COMBINER PANEL,DISCONNECTS,ALL
WORKING INSIDE PANEL ELECTRICAL LOAD CENTERS-
11-LABEL, PV AC DISCONNECT OPERATING SPEC,
'i ` ■ i ■ ■ 1 ■ PLACE 1 AT ALL LOCATIONS PV AC CAN BE
■ 11. PHOTOVOLTAIC DISCONNECTED.
I AG ■ I 12-WARNING LABEL,PLACE 1 ON COMBINER PANEL,
RATED AC OUTPUT CURRENT A DISCONNECT,OR TAP LOCATION.
b
AWARNING NOMINAL OPERATING AC VOLTAGE V 13 WARNING LABEL,PLACE 1 ON COMBINER PANEL-
*NOTE-LABELS ARE SITE SPECIFIC.
THIS SERVICE METER AWARNING
IS ALSO SERVED BY A
PHOTOVOLTAIC SYSTEM DUAL POWER SUPPLY
SOURCES: UTILITY GRID
AND PV SOLAR
ELECTRIC SYSTEM Kasselman Solar,LLC
279 Broadway Bldg.2
Menands-NY 12204
IQ8X Microinverter
ENPHASE_ INPUT IIATA , ;r
Commonly used module pairings t w 320-540
Module compatibility To meet compatibility,PV modules must be within the fallowing maxlmtrn input DC voltage and maximum module I.
_ Module compatibility can be checked at https://enphasacom/installers/microiriverters/calculator
MPRT voltage range V 43-60
Operating range V 25-79.5
Minimum and maximum start voltage V 3c-79.5
Maximum input DC voltage V 79.5
Maximum continuous operall ng DC current A 10
Maximum input DC short-circuit current A 16
Maximum module I. A 13
Overvoltage class DC port - II
DC port backfeed current MA 0
PV array configuration _ Ungrounded array;no additional DC side protection required;AC side protection requires a maximum of 20 A per
branch circuit
r :0 r :0@208 VAC
Peak output power VA 38.4 366
Maximum continuous output power VA 380 360
�8� i C ra i r111 e r t e r Nominal grid voltage(L-L) V 240,split-phase{L-L},180' 248,single-phase{L-L},124°'
Easy to Install Minimum and maximum grid voltage' V 211-264 183-229
Our newest IQ8 Serles Mlcrolnverters are theIndustry's firstmlerogrrd-forming',software�deflned Lightweight and compact with plug- Max.continuous output current A 1.58 1.73
mlcrolnverters with split-phase, ower conversion capability to convert DC power to AC power and-play connectors
P P tl' P P Nominal frequency xz 64
efficiently.The brain of the semiconductor-based mrcrolnverterIs our proprietary application- Power line communrcatlon(PLC)
specific integrated circuit(ASIC].which enables the mlcrolnverterto operate In grid-tied or between components Extended frequency range xr. 47-68
off-grid mod This chip Is bulIt using advanced 55-nmtechnology with high-speed digital logic Faster Installation with simple,twc-wrre AC short circuitfauh current over three cycles Arms 2.70
and superfast respon s e time s to changing loads and grlOf events.allevratrng constralnts on battery cabling
sizing for home energy systems. Maximum units per 20 A(L-L)branch circuit$ - 10 9
I08X Mlcrornverter is the latest addition to this family,designed to support PV modules with high High productivity and rellablllty Total harmonic distortion <5
output DC voltage and cell counts,such as 60-half-cut cells.88-half-cut cells and 96-cells. Produces power even when the grid is overvoltage class ACport - III
down'
More than one million cumulative hours AC port backfood current mA 113
of testing
Class II double-insulated enclosure Power factor setting - 1.0
Optimized for the latest high-powered Grid-tied power factor{adjustable} - 0.85leading...0.85 lagging
PV modules
Peak efficiency 7% 97.3 97.0
Part of the Enphase Energy System, I08 Series Mlcroinverters redefine CECwei weighted 96.5 965
108 Series Mlcrolnverters Integrate with rellabillty standards with more than one Mlcrogrld-forming g efficiency
the IQ Battery,10 Gateway,and the million cumulative hours of power-on Compiles with the latest advanced grid Nighttime power Consumption taw 26 12
Enphase App monitoring and analysis testing,enabling an industry-leading support MECHANICAL DATA
software. limited warranty of up to 25 years. Remote automatic updates for the
latest grid requirements Ambient temperature range -40'C to 65'C f-4DFto 149*0
Configurable to support awide range
is of grid profiles Relative humid tyrange 4%to 1o0%(condensing)
Meets CA Rule 21(UL 1741-SA)and IEEE DC connector type Staubli MC4
CERTIF 1547:2018(UL 1741-SB)
a Dimensions{H„W 0;Weight 212 tam{b.3') 175 tam(6,9"}�34.2 tam(1.2");1,1 kg(2.43 lb)
ROTE: Cooling Natural convection-no fans
Connect PV modules quickly and easily 108 Series Mlcroinverters are ULListed 100 Series Mlcroinverters cannot be mixed with Approved forwet locations;Pollution degree Yes:PD3
to the IQ6 Series Mlerolnverters with as PV rapid shutdown equipment and previouagenerationsof Enphase micminve lam(107
Integrated M C4 connectors. conform with regulations when installed Series,IOB Series and soon)in the same system Enclosure Class II doublo-insulated.corrosion-resistant polymeric enclosure
according to the manufacturer's 10 Microinvertea shipwith default aettingsthat Environmental category;uv exposure rating NE MA Type 6;outdoor
instructions. meet North America'D IEE E 1547 interconnection
standard requi rementa.Region-epeciFc r
adjustments may berequemed byan Authority
Having Junadiction(AHJ)or utility representative. CA Rule 21(UL 1741-5A),UL 62109-1,IEEE 1547,2616(UL 1741-561,FCC Part 15 Class K ICES-0003 Class B,CAN/CSA-C22.2 N0.107.1-01.
aeoording to the IEEE1547 interconnection Certifications This product is UL Listed as PV rapid shutdown equipment and conforms with NEC 2014,NEC 2017,NEC 2020,and NEC 2023 section 690.12 and
'Meets UL 1741 only when inatalled with 10 SyatemControl ler2 or standard.An 10 Gateway is required to make then. C22.1-2M.5 Rule 64-213 rapid shutdown of PV systems for AC and DC conductors when installed according to the man tufacturer's instructions.
changes during installation.
(1)Noenforced t)CfAC ratio-.
02M€nphme Energy.All rights reserved.En phase,the Band CC Iogoe.10.and certain other marks listed at M)Nominal woftage range can be extended beyond nominal if required bythe utility.
httpBV/enohase.cam/tradenmrkvaacerouicld inee are trademarks of Enphase Energy.Inc.in the U.S and other countriea. (3)Limits may vary.Refer to local requirements to define the number of microinverters per branch in yourarea.
Dataaubject to change. IOB]FMCA-0SH-OM5-3A-EN-US-2C24-02-12 (4)131X s notcsrtiFad for use with Enphase Three Phase Network Protection Relay IN 1314-31D-208-NA}and is,therefore-designed 149X-MC4-DSH-0C185-3.0-EWU3-2024-02-12
for singls-phase operation only.Check with the local utility requirements if you wish tD instal l single-phase invertersacross three phases.
/lr IRONRIDGE XR Rail° Family 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 Rail8 to match.
Solar Is Not Always Sunny
Over their lifetime,solar panels experience countless
extreme weather events. Not just the worst storms in years,
but the worst storms in 40 years.High winds capable of tli
ripping panels from a roof,and snowfalls weighing
enough to buckle a panel frame.
XR RailsG are the structural backbone XR10 XR100 XR1000
preventing these results.They resist uplift, XR10 is a sleek,low-profile mounting XR100 is a residential and commercial XR1000 is a heavyweight among
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and efficiently transfer loads into the 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.
building structure.Their superior
spanning capability requires fewer 6'spanning capability 10'spanning capability 12'spanning capability
• Moderate load capability Heavy load capability Extreme load capability
roof attachments,reducing the Clear&black anodized finish Clear&black anodized finish Clear anodized finish
number of roof penetrations Internal splices available Internal splices available Internal splices available
and the amount of f
installation time. Rail Selection
fig..
The table below was prepared in compliance with applicable engineering codes and standards.'Values are
1 based on the following criteria:ASIDE 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.
111WITIT-WIN VA
®�
90
120
Force-Stabilizing Curve None low
Sloped roofs generate bath vertical and lateral
140 XR10
forces on mounting rails which can cause them to 160
bend and twist.The curved shape of XR Rails®
is specially designed to increase strength in both 90
directions while resisting the twisting.This unique
/ feature ensures greater security during extreme 120
weather and a longer system lifetime. 20
140
160
90
30
160
90
40
160
Compatible wM Flat&Pitched Roofs Corrosion-Resistant Materials g0 160
XR Rails®are IronRidg&offers All XR Rails®are made of 6000•senes
compatible with a range of tilt leg aluminum alloy,then protected with an 120 160
Flash Foof!'and �� options for flat anodized finish.Anodizing prevents surface 'Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance.
A other pitched roof roof mounting and structural corrosion,while also providing
attachments. applications. a more attractive appearance.
0 2023 Ir-Ridge,In..All right.rosenid.Vil www.hrunridge.com or call 1-600-227-9523 for more infamation.Vei 1.22
/lr�
Halo Ultra Grip-H.U.G.
AM IRONRIDGE QuickMount" O Adaptive, Rafter-Friendly Installation
The Respect Your Roof Deserves �y
When integrating with a home,solar attachments • • �
must be dependable for the lifetime of the rooftop. -- • �,
Due to recent innovations,many asphalt shingles
have bonded courses.A mount that protects without
the need to pry shingles can really speed things up. • •
Halo UltraGrip"(HUG'")is here to respect the roof. -- --
C1• . u
Its Halo is a cast-aluminum barrier that encases the —
UltraGrip,our industrial-grade,foam-and-mastic
seal.This allows HUG to accelerate the installation
process and provide the utmost in waterproofing Hit the rafter?Good to go! Miss the rafter?Try it again. Still no luck?Install the rest.
protection.Give your roof a HUG." When you find a rafter.you can move on. Place another screw to the left or right.It If more than 3 screws miss the rafter,
�r Only 'Structural Screws are needed.
Multi-Tiered Waterproofing
7` HUG utilizes a multi stack of
components to provide revolutionary Trusted Strength&Less Hassle
waterproofing protection-The Halo cast-
aluminum,raised-perimeter foundation
surrounds the UltraGrip base-a foam- Structural capacities of HUG"were reviewed in
-cked mastic seal combination that many load directions,with racking rail running
prevents water intrusion by adhering cross-slope or up-slope in relation to roof pitch.
nd sealing with the shingle surface.
Halo UltraGrip'"is part For further details,see the HUG certification
of the QuiiekMount, letters for attaching to rafters and decking.
product line. — -
__ IronRidge designed the HUG,in combination
UltraGrip Seal Technology
with the RD Structural Screw to streamline
HUG UltraGrip utilizes a state-of-the- installs,which means the following:
art seal design that uses a unique,
foam-and-mastic combination.The ,� s
fodW
am-backed adhesive provides an - No prying shingles
entirely new flashing system that • No roof nail interference
conforms and adheres to every nook ,J 25-Year Warranty • No pilot holes necessary
and cranny of composition shingles, w.j6r JLr Product guaranteed free
filling gaps and shingle step-downs of impairing defects. • No sealant(in most cases}
(up to 1/8"in height). • No butyl shims needed
Attachment
Loading Design
Rafter&Deck Mounting Options The rafter-mounted Parts are designed HUG passed both Systems conform to
Mount HUG to the roof rafters,the fool deck, HUG has been and certified for the UL 441 Section UL 2703 mechanical
• • or both with our custom-engineered RD tested and rated to compliance w an an on with 27"Rain Test" d d bonding
- - (rafter-or-deck)Structural Screw-The RD p 9
Triple Rated&Certified Structural Screw anchors HUG to the roof support 1004(Ibs)of the International TAS 100(A)-95 requirements.See
f\�\.����/�J� to Respect the Roof'" • • /� with an EPDM sealing washer,completing
as uplift and 366(Ibs) Building Code& "Wind Driven Rain Flush Mount Manual
UL 2703,441(27) the Stack of waterproofing barriers.See
Intertek TAS 100(A)-95 backside for more installation information. of lateral load. ASCE/SEI-7. Test"by Intertek. for more info.
SOLARMOUNT END LEGEND
N E-MOUNT BORDEAU RESIDENCE ENGINEER
( ) MOUNT OR MID i i i i i i
.04"THICK 9"xl2" MOUNT AS REQ'D PER i i SOLAR MODULE 276 WASHINGTON ST.
ALUMINUM MFGR. *PV DESIGN ADHERES TO SECTION SARATOGA SPRINGS, NY
FLASHING — — — — — — — R324-SOLAR ENERGY SYSTEMS OF THE 2020 20 SOLAR MODULES (65"X40" EA.)
_111771—e — — — (N) SOLAR PANEL NYS BUILDING CODE
(N) RAIL - IRONRIDGE MOUNT RAIL SYSTEM
- RAFTER SPACING=16"O.C. I= n
(N) SOLARMOUNT (E) ROOF SURFACE z o
RAIL TO ROOF MOUNT: QUICKMOUNT PV E-MOUNT
L- FOOT PER *IF DECK OR ALTERNATE (N) E-MOUNT CAST LAG w/5/8"Q LAG SCREW. OR IRONRIDGE HUG w
S2o,t
ALUMINUM MOUNTING DECK MOUNT AT 16"O.C. o z
MFGR.w/3/8"0 ATTACHMENT IN LIEU OF L-FOOT BLOCK PER MFGR. _
BOLT &5/8"0 ATTACHMENT, DETAIL PROVIDED NOTES: y m a l
LAG SCREW w/3" PER MFGR INSTALL MANUAL. 1. RAIL TO ROOF ATTACHMENTS SHALL BE 4' O.C. MAX.
EMBED MIN. AND LAGGED INTO A RAFTER
F N E W y 2. IF THE LAG BOLT CANNOT BE INSTALLED IN A RAFTER,
TYPICAL ATTACHMENT DETAIL 2 AllP 5 A .
O SOLID BLOCKING SHALL BE ADDED BETWEEN
co RAFTERS TO ALLOW FOR LAG INSTALLATION.
3. ALL MANUFACTURER'S INSTRUCTIONS AND ALL RIGHTS RESERVED.NO
r EXP: 07/26 Cc SPECIFICATIONS SHALL BE FOLLOWED FOR THE PART OF THESE DRAWINGS
OR SPECIFICATIONS MAY BE
ED OR
W PRODUCTS USED. US USED IN CONN CTION WITH
4. SOLAREDGE OPTIMIZER FOR EACH MODULE ANSPEOFCPROdECTFORHE
�. WHICH THEY HAVE BEEN
PREPARED,WITHOUT PRIOR
OA 091373 �.Q' ROOF DIMENSIONS SHOWN AS MEASURED ON ROOF; WRITTEN ROM THE ENGNEERON
ROFES slO HORIZONTAL PROJECTIONS ARE NOT SHOWN.
GROUND ACCESS ZONE
4-30-2025 PROD.NUMBER:2SO4O4S
GROUND ACCESS ZONE DIMENSIONS PROVIDED BY KASSELMAN SOLAR
ELECTRICAL NOTES:.
1. EACH SOLAR MODULE IS ASSIGNED A
MICRO-INVERTER WITH A RAPID SHUTDOWN, WHICH o
ARE LOCATED UNDERNEATH THEIR RESPECTIVE Z
MODULE.
UNAUTHORIZED NOTE: m
IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED
NEW ROOF ARRAY,TYP. U r f4
PROFESSIONAL, TO ALTER THIS DRAWING IN ANY WAY. o
~ IF THIS DRAWING BEARING THE SEAL OF A LICENSED
PROFESSIONAL IS ALTERED,THE ALTERING LICENSED
PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL
DRAWNAND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR CHECKS Y:DSY JE
NN
SIGNATURE AND THE DATE OF SUCH ALTERATION, AND ATE: .430-2025
A SPECIFIC DESCRIPTION OF THE ALTERATION.
APPLICABLE BUILDING CODES: P R O J E C T
BORDEAU
- 2020 NYS RESIDENTIAL CODE RESIDENCE
- ASCE7-16 TRUE
NORTH
PLAN
DESIGN CRITERIA PER ASCE 7-16: NORTH T I T L E
3-0"CLR. SEISMIC DESIGN CATEGORY: B SOLAR PLAN &
TYP. WIND SPEED: 115 M.P.H. ATTACHMENT
GROUND SNOW LOAD: 50PSFi) I DETAIL
SHEET
SOLAR ARRAY PLAN S l QQ
1 /8'' = 1 '-0"
kasselman:SOLAR
Nick Bordeau
276 Washington St.
Saratoga Springs, New York 12866
9.20 7.60
20 REC460AA Pure-RX
20 Enphase MX-80-M-US(240)
ELECTRICAL BOM
2-ILSCO 4/0-2/0 IPC TAPS
15-#4 SER
1-8 SPACE INDOOR SIEMENS 125A BUS CBX
1-40A 22K SIEMENS 2 POLE BREAKER
2-20A SIEMENS 2 POLE BREAKER'S
1-15A SIEMENS 2 POLE BREAKER
1-IQ ENVOY
2-CONSUMPTION CT's-200-SPLIT
10 REC460AA Pure-RX
10 Enphase IQ8X-80-M-US(240)
10 REC460AA Pure-RX
10 Enphase IQ8X-80-M-US(240)
National Grid
36914-26144
25080153
April 30,2025 Design Prepared by: TC Kasselman Solar, LLC-279 Broadway,Bldg.2-Menands,NY 12204-p:(518)478-8365
SOLAR'S MOST TRUSTED REC
RE [ ALPHA
,
Q
PURE-RX 5ERIE5
R
DATASHEET
- A MODULE --
COMPATIBLE -
# `; _�- mot. ��•�.
. r ...r.
.k.
lk
Aft
'�• _ ^"� - _ _„ - _-t: - --_ _ - - - - ter- _ _ ._. - -
P am Meg
REE
25 YEAR
PROTRUST
WARRANTY
GENERALDATA Measurements in mm[in]
1728.2.5[68.0.0.11
CeIlType 88 half-cut bifacial REC heterojunction cells, yza r] 818[32.21 455n7.91
with gapless technology
Glass 3.2 mm solar glass with anti-reflective surface treatment
in accordance with EN12150
Backsheet Highly resistant polymer(Black) [off6 0-0.0,1
Frame Anodized aluminum(Black) 1700 1700
[66.9] [66.9]
Junction Box 4-part,4 bypass diodes,
IP68 rated,in accordance with IEC 62790:2020
Connectors Staubli MC4 PV-KBT4/KST4(4 mm2) 3
in accordance with IEC 62852:2014,IP68 only when connectedno
_
Cable 4 mm2 solar cable,1.70 m+1.70 m d 11.2
Qi ry [0.4-01]
in accordance with EN50618:2014
Dimensions 1728 x 1205 x 30 mm(2.08 m2) o °
0.5-5 j
Weight 22.7 kg [0.81002] El
Origin Made in Singapore `s
Tr 45[1.8]
22.5[0.9] 594.3[23.4 t.11� no
k
ELECTRICAL DATA PRODUCT CODE*-RECXXXAA PURE-RX CERTIFICATIONS
Power Output-PMnx(WP) 450 460 470 ISO14001;ISO9001;IEC45001;IEC62941
IEC 51215:2021;IEC 61730:2023;UL 61730
Watt Class Sorting-(W) 0/+10 0/+10 0/+10
15011925-2 Ignitability(EN 13501-1 Class E)
Nominal Power Voltage-VMPP(V) 54.3 54.9 55.4 IEC62716 Ammonia Resistance
Nominal Power Current-IMpp(A) 8.29 8.38 849 IEC61701 SaltMist(5M6)
IEC 61215:2016 Hailstone(35 mm)
to Open Circuit Voltage-Vn,(V) 65.6 65.8 65.9 UL61730 Fire Type 2
Short Circuit Current-Isc(A) 8.81 8.88 8.95
Power Density(W/m2) 216 221 226 TI, take&way
Panel Efficiency(%) 21.6 22.1 22.6 DBE EIR, C E ❑❑ „.
Intertek Take-e-way
omply
WEEE-compliant
scheme
Power Output-PMax(WP) 343 350 358
~O Nominal Power Voltage-VMPP(V) 51.2 51.7 52.2 WARRANTY
z Nominal Power Current-I,,,(A) 6.70 6.77 6.86 Standard REC ProTrust
Open Circuit Voltage-V°C(V) 61.8 62.0 62.1 Installed by an REC No Yes Yes
Certified Professional
Values at standard test conditions(STC:air mass AM 1.5,irradiance 1000 W/m',temperature 25*C),based on a production spread with a tolerance ofP.,Vnc&IC±3% System Size All QSkW 25-SDD kW
within one watt class.Nominal module operating temperature(NMOT air mass AM 1.5,irradiance 800 W/m',temperature 20°C,windspeed1 m/s).*Where mx indicates
the nominal power class(P-)at STC above. Product Warranty(yrs) 20 25 25
Power Warranty(yrs) 25 25 25
MODULE RATINGS TEMPERATURE RATINGS* Labor Warranty(yrs) 0 25 10
Module Operating Temperature[T98]§ 70°C Nominal Module Operating 44±2°C Power in Year 1 98% 98% 98%Annual Degradation 0.25% 0.25% 0.25%
Min.Environmental Temperature -40°C Temperature Power iDegradn Year 92% 92% 92%
System Voltage 1000V Temperature coefficient of PM 0.24%/°C REC ProTrust Warranty applies only for I)REC panels installed by an REC Certified
Maximum Test Load(4 Point Mounting Front)* +7000 Pa(714 Kg/m2) Temperature coefficient of V°C -0.249/./°C Solar Professional,and ii)panels have been registered by the installer with REC.
Maximum Test LoadNPointMountingReaar)* -4000 Pa(408 Kg/m2) Temperature coefficient oflsr 0.04%/°C Subjectto System Size and further conditions,See wwnrecgroup.com for details.
M axi m u m Test Loa d ** +8000Pa(816Kg/m2) Thetemperaturecoefficientsstated are linearvalues
(fi Point Mounting,Front) DELIVERY INFORMATION
Maximum Test Load(6 Point Mounting Rear)" -6000 Pa(612 Kg/m2)
Max Series Fuse Rating 25 A Panels per Pallet 33
Max Reverse Current 25 A Panels per 40 ft GP/high cube container 594(18 Pallets)
Design load-Test load/1.5(safetyfactor) Panels per13.6 m truck 660(20 Pallets)
598th percentile operating temperature
*IEC61730/UL61730 certified.Referto installation manual. L1 L1
**Internal testing.Referto installation manual. LOW LIGHT BEHAVIOUR R 7
Typical low irradiance performance of module at STC: o
N
N
a Z
U V
Liu
°1 m
U i M
Available from: w �
>
m W
0
Irradiance(W/m2)
0
a
LE
W
Founded in 1996,REC Group is an international pioneering solar energy company dedicated to empowering consumers with clean,affordable RECSolarPTE.LTD. ® REC
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 20 Tuas South Ave.14
panels it manufactures.Headquartered in Norway with operational headquarters in Singapore,REC also has regional hubs in North America, Singapore 637312
Europe,and Asia-Pacific. post@recgroup.com
www.recgroup.com