46-038 174 ISLAND RD BP-2019-1040
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map.Block:46-038 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Penna: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Cateeorv:SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2019-1040
Project# JS-2019-001697
Est.Cost:$35672.00
Fee:$75.60 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Groum: VALLEY SOLAR LLC 077279
Lot size(sa.B.): 43560.00 Owner. HUSZAR SUSAN
Zoning: Applicant. VALLEY SOLAR LLC
AT. 174 ISLAND RD
Applicant Address: Pkone: Insurance:
PO BOX 60627 (413) 584-8844 WC
FLORENCEMA01062 ISSUED ON.•3126/2079 0:00:00
TO PERFORM THE FOLLOWING WORK.30 PANEL, 10.8KW ROOF MOUNT SOLAR
ARRAY
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspectorof Wiring D.P.W. Building Inspector
Underground: Semi": Meter.
Footings:
Rough: Rough: House*0 Foundation:
Driveway Find:
Final: Final:
Rough Frame:
Gas: Fire Devartment 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:
FeeTvve: Date Paid: Amount:
Building 3/26/2019 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
J U r�r
16 P-117 toy
Department use only
— � City of Northampton Status of Peril
` Building Department Curb CWDriveway Permit
A 212 Main Street Sewer/Septic Availability
,I Room 100 Water/Well Availability
Northampton, MA 01060 Two Sets of Structural Plans
phone 413-587-1240 Fax 413587-1272 Plot/Site Plans
Other Specify
APPLICATION TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION RECEIVED
1.1 Property Addrew is a coon to be completed lo ofge
Map �62 MAR 2 0 20196 u n
174 Island Rd., Northampton, MA 01060
Zone
bell L
NORTHAMPTON.MA 01000
Elm SL District n
SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT
2.1 Owner of Record:
Susan Huszar 174 Island Rd., Northampton, MA 01060
Name(Print) I` Current Mail Address: 413-455-5724
'I- �fIV Telephone
Signature
2.2 Authorized Anent:
Valley Solar LLC PO Box 60627, Florence, MA 01062
Name(Print) Current Mailing Acidness:
413-584-8844
Signature Telephone
SECTION 3-ESTIMATED�06i�&Tjgll
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building (a)Building Penni)Fee
2. Electrical (b)Estimated Total Cost of
Construction from 6
3. Plumbing Building Permit Fee -T
4. Mechanical(HVAC)
5.Fire Protection
6. Total=(1 .2+3.4*6) $35.672.00 1 Check Number -12
This Section For Official Use Only
Building Permit Number: Date
Issued: /
Signature: �/R�"'�Cn tZ6119
Building CornmissionerAmoector of Buntings Date
Ihasbrouck @ northamptonma.gov (�Valle y
EMAIL ADDRESS (REQUIRED; CON�F£ARjOIar.SOlar
L ! {
Section 4. ZONING All Information Must Be Completed.Permit Can Be Dented Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
auilding Department
Lot Size
Fronto e
Setbacks Front
Side L: R: U R:
Rear
Building Height
Bldg.Square Footage
Open Space Footage
(Id area minus bldg&paved
Perkins)
If of Parkin Spaces
Fill:
volume&Location
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO O DONT KNOW Q YES O
IF YES, date issued:
IF YES: Was the pemdt recorded at the Registry of Deeds?
NO O DONT KNOW O YES O
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained O , Date Issued:
C. Do any signs exist on the property? YES O NO O
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O
IF YES, describe size, type and location:
E. Will the construction activity disturb(dea sing,grading,excavation,or filling)over 1 acne or is it pan of a common plan
that vdll disturb over 1 aae? YES O NO O
IF YES,than a Northampton Storm Water Management Permit from the DPW is required.
SECTION S.DESCRIPTION OF PROPOSED WORK Icheck all applicable)
New House ❑ Addition ❑ FRepilacement Windom Alterations) ❑ Roofing ❑
oors E3
Accessory Bldg, ❑ Demolition ❑ Signa [0) Decks [E] Siding 10] OtheriX Solar
We*escdptionofProposed
Work:
30 panel, 10.8kW DC (7.2kW AC), Roof Mount Solar Array.
Alteration of ensting bedroom—Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement _Yes No
Plans Attached Roll -Sheet
Its.If New house and or addition to exlstlna housina. complete the following:
a. Use of building:One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached?
d. Proposed Square footage of new conslmction. Dimensions
e. Number of stories?
1. Method of heating? 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 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Susan Huszar as Owner of the subject
property
hereby authorize Valle Solar LLC
to act on my behalf, n all m rs relative to work authorized by this building pennft application.
Nf 03/12/2019
Si nature M Owner Date
I, Valley Solar LLC as GaawgAuthodzed
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.
Louise Reardon
Print Name
03/12/2019
Signature W OanerlAgenl Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable 0
Name of License Holder
License Number
Steven Silverman CS-077279
Mdress Expiration Data
8 F mer Rjkk 49uthamoton, MA 01073 6/21/2020
jjj�Sgnature f phone
413-584-8844
9.Repisterad Home Imorovement Contractor. Not Applicable 0
Company Name Registration Number
Valley Solar LLC 186338
Address Expiration Date
PO Box 60627, Florence, MA 01062 Telephone 413-584-8844 I0 12q JU2B
SECTION 10•WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,S 25C(8))
Workers Compensation Insurance affidavit must be completed and submitted ydth this application. Failure to provide this affidavit vdll result
in the denial of the issuance of the buildin permit.
Signed Affidavit Attached Yes....... No...... 0
City of Northampton
s,
•''� Massachusetts
't =
DVRART26[NT OF eGILDIMG LNSP>DGMS i
212 [Lin Street *Municipal Building f
Northampton, 6 01060 �Cm
Debris Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building
permit all debris resulting from the construction activity governed by this Building Permit shall be disposed
of in a property licensed solid waste disposal facility, as defined by MGL c 111, S 150A.
The debris from construction work being performed at:
(Please print house number and street name)
Is to be disposed of at:
Valley Recycling. (235 Easthampton Rd, MA 01060)
(Please print name and location of facility)
Or will be disposed of in a dumpster onsite rented or leased from:
Valley Solar. (POB 60627, MA 01062)
Z
577i�l
I4 � f01
Signature of Permit Applicant or Owner Date
If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the
Building Department as to the location where the debris will be disposed.
_ The Commonwealth of Massachusetts
Department of Industrial Accidents
s,Y Ogee of Investigations
600 Washington Street
Boston, MA 01111
www.massgov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Orgmimtion/Individual): Valley Solar LLC _
Address: 340 Riverside Drive PO BOX 60627
City/State/Zip: Florence, MA 01062 Phone N: 413-5848844
Are you an employer? Check the appropriate box: Type of project(required):
I.Q I am a employer with 11 4. ❑ I am a general contractor and i
employees(full and/or pan-time).' have hired the subcontractors 6. E] New construction
2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These subcontractors have g. ❑ Demolition
workingfor me in any capacity. employees and have workers'
Pa Y 9. ❑ Building addition
[No workers' comp. insurance comp. insurance.-
required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their I L❑ Plumbing repairs or additions
myself [No workers' comp. right of exemption per MGL 12 ❑ Roof repairs
insurance required.] c. 152, §1(4). and we have no
employees. [No workers' 13.® Other Solar
comp. insurance required.]
:Ar, applicant that checks box al must elw lilt ounhe section below shoring their workers'cohnso motion policy intbrmation.
Hmmrowncn sslo submit dris amJasit ilulicming me.are doing all uurk mW then hire ouniJc unnmctors uun submh a ileo alndas it iodwining arab.
:Contractor,that check this boa must witched eco addisinnal shut stowing the nomc of the sub<..mote ,and state whether or not thox cranio have `
empincces. it the suh.mntmewm hire emploi ees.Ihei must pmt ide their worker:comppnllcr number.
I our on entploier that is providing workcrr'conrpensadon insurance frr n0'employees. Belnn•A the policy and joh site
information.
Insurance Company Name: Liberty Mutual
Policy N or Self-ins. �Liie.It: WC531S62006�47019 Lzpiration Datc: )p2//011//20�20
Job Site Address:1'111 IS�j`�'D r"r� C'ity/StateiZip: N('IP_i ffmAngIdti -M-60
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration dale).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
tine up to$1.500.00 and/or one-year imprisonment. as well as civil penalties in the form of a S IOP WORK ORDER and a tine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
t ria hereby certify er the pains ajrd penalti /allfri'my that the ia.formation provided aboveis true and correct.
Signature: mss(. '.___ Date'
Phone n: 413-5848844
Official use am)-. Do not write in this area,to he completed Ar cite or town official.
City or Town: Permit/License N
Issuing Authority(circle one):
1. Board of Health 2. Building Department 3.Cily?own Clerk 4. Electrical Inspector 5, Plumbing Inspector
6. Other
Contact Person: Phone N:
FUSION 52 S.Broad St.
- Lansdale, 446
(215)3616119-6040
March 13, 2019
Valley Solar
340 Riverside Or
Northampton, MAO]062
RE: Huszar Residence
174 Island Rd,Northampton,MA 01060
Client Project a: 174HUSZ
PFE Project A: 191907
On behalf of Valley Solar,Penn Fusion Engineering LLC(PFE)performed a structural analysis of the roof at the above
referenced location.The purpose of our analysis was to determine if the existing roof system is structurally sufficient
to support the new photovoltaic moudles in addition to the code required design loads.our analysis is based on the
Information provided by Valley Solar and Is isolated only to the areas where the modules are intended to be placed.
System Specifications:
Total System Size: 10.8 kW/IK
panel Specs:(30 LG Solar-LG360Q1 C-AS
nverter Specs: ( 0)Enphase-IQ7+
Racking System:SnapNRack-Series 100 UL
The modules are to be located on the following roof planes:
Mounting Rafter Rafter Horizontal Collar Collar Tie Shingle Number of Ceiling
Plane Size Spacing Span Ties Spacing Sheathing Type ShiLayne Profile
1 2x6 24' 8ft.91n. N/A 0' COX 1/2- Asphalt I Flat
Shingles
2 2x6 24' Bit. 91n. N/A 0' COX 1/2' Asphalt
1 Flat
Shingles
The roof desi has been analyzed In accordance with the 2015 International Residential Code and Massachusettes
Amendments 9th Edition with design loads as follows:
Ground Snow(Pg):40 psf
Wind Speed M: 117 mph
Mounting Plane I
The calculations for these structural members are attached.It has been determined by this office that the roof,as
specified above, is adequate to support the new PV modules in addition to the code required design loading.
Attach the module rail brackets to the roof with 5/16'lag bolts at 48 on center maximum. Provide a minimum of 2"of
penetration into the wood members.
Mounting Plane 2
The calculations for these structural members are attached.It has been determined by this office that the roof,as
specified above, is adequate to support the new N modules in addition to the code required design loading.
Attach the module rail brackets to the roof with 5/16-lag bolts at 48 on center maximum. Provide a minimum of 2'of
penetration into the wood members.
This office has determined that the installation of the PV Stem as specified above will meet the structural
requirements of the 2015 International Residential Code with Massachusettes Amendments 9th Edition and ASCE7-10
when installed in accordance with the manufacture's instructions.
If you have any questions regarding this analysis, please feel free to contact us.
��µ1H Orµi3.,C
Best Regards, `V y
Penn Fusion Engineering LLC o m
avYiEn WVEy'C
UO%E
j N /
Tw sxaz_
Andrew D.Leone, P.E.
Principal 'STE
�r<X,AL E
Per . FUSION 52 S. SL
t Lansdale,PAA 19 19446
(267)640-2758
Client Name: Valley Solar
PFE Project Number: 191907
Client Project Number: 174HUSZ
Project Huszar Residence
Address: 174 Island Rd
Northampton. MA
01060
Description: Mounting Plane 1
Calculations By:ADL
Date: March 13, 2019
Roof Construction
2x6 Rafters at 24"on center
A= 8.25 int
Ix= 20.8 in
Sx= 7.56 in
Wood Species= Doug-Fir Larch R2
Fb= 900 psi
Fv- 180 psi
E= 1600000 psi
Roof Slope= 43 '
Rafter Span= 8.78 ft
Ceiling Attached to Rafters?: No
Design Criteria
Ground Snow(Ps): 40 psf
Design Wind Speed: 117 mph
Live Load: 20 psf
Dead Load: 5.08 psf
PV Modules: 4.1 psf
Wind Calculations
Directionality Factor(Kd): 0.85
Topographic Factor(r,,): 1
Velocity Pressure Exposure 0 7
Coefficient(K,):
Importance Factor(0: 1
Velocity Pressure(q,): 20.85 psf
Tributary Square Footage on 1083 fte
Component:
Component Roof Pressures: 22.45 / -28.63 psf
Snow Load Calculations
Exposure Factor IQ: 1
Thermal Factor(C): 1
Importance Factor(0: 1
Flat Roof Snow Loads(P,): 35 psf
Roof Slope Factor(C,): O.675
Sloped Snow Loads(P.): 23.6 psf
Unbalanced Snow Load: 40 psf
Member Calculations
Bending
Md: 947.05 "b
fb: 1502.76 psi
Load Duration Factor(Cd): 1.15
Stability Factor(CL): 1
Wet Service Factor(C,): 1
Temperature Factor(Cr): 1
Size Factor(CF): 1.3
Flat Use Factor(Cts): 1
Incising Factor(C): 1
Repetitive Member Factor(C,): 1.15
Fb: 900 psi
Fb: 1547.33 psi 1502.76<.1547.33 OK in Bending
Shear
Vd: 431.64 Ib
fr: 78.48 psi
Load Duration Factor(Cd: 1.15
Wet Service Factor(C.): 1
Temperature Factor(Cy): 1
Size Factor(CF): 1.3
Flat Use Factor(Cru): 1
Incising Factor(Cd: 1
F,: 180 psi
F'„): 207 psi 78AS .207 OK in Shear
Deflection
Live Load Deflection(60: 0.32 in L/328 OK in Live Load
Deflection
Total Load Deflection(Ar): 0.39 in L/267 OK in Total Load
Deflection
Uplift Calculation
Tributary Square Footage on 10.83 ftt
Component:
Uplift Pressure: -28.63 psi
Uplift per Lag: -310.15 lbs
Lag Screw Diameter: 5/16 In
Allowable Withdrawal per Inch: 490.99 lbs/in
Minimal Screw Penetration: 0.63 In
Install 5/16"diameter lay screws®48 on center with
minimum penetration of 2"Into rafter.
Penn FUSION 52 5.Broad
Lansdale, 4 1944646
E D q I ❑ e a e l n p (267)640-2758
Client Name: Valley Solar
PFE Project Number: 191907
Client Project Number: 174HUSZ
Project: Huszar Residence
Address: 174 Island Rd
Northampton,MA
01060
Description: Mounting Plane 2
Calculations By: ADL
Date: March 13,2019
Roof Construction
2.6 Rafters at 24"on center
A= 8.25 int
Ix= 20.8 In 4
Sx= 7.56 ipt
Wood Species= Doug-Fir Larch #2
Fb= 900 psi
Fv= 180 psi
E= 1600000 psi
Roof Slope= 43 '
Rafter Span= 8.78 it
Ceiling Attached to Rafters7: No
Design Criteria
Ground Snow(P.): 40 psf
Design Wind Speed: 117 mph
Live Load: 20 psf
Dead Load'. 5.08 psi
PV Modules: 4.1 psf
Wind Calculations
Directionality Fatter(Ke): 0.85
Topographic Factor(K,): 1
Velocity Pressure Exposure 0 7
Coefficient(K,):
Importance Factor(0: 1
VeIocIW Pressure I%): 20.85 psf
Tributary Square Footage on 10.83 R2
Component:
Component Roof Pressures: 22.45 ( -28.63 psf
Snow Load Calculations
Exposure Factor(C,): 1
Thermal Factor(C,): 1
Importance Factor(0: 1
Flat Roof Snow Loads(Pr): 35 psf
Roof Slope Factor(C,): 0.675
Sloped Snow Loads(P,): 23.6 psf
Unbalanced Snow Load: 40 psf
Member Calculations
Bending
Me: 947.05 ft-lb
fb: 1502.76 psi
Load Duration Factor(Ca): 1.15
Stability Factor(CJ: I
Wet Service Factor(Cu): I
Temperature Factor(CT): I
Size Factor(CF): 1.3
Flat Use Factor(Cid: I
Incising Factor IQ: I
Repetitive Member Factor IQ: 1.15
Fb: 900 psi
F'b: 1547.33 psi 1502.76.1547.33 OK In Bending
Shear
Ve: 431.64 lb
f,: 78.48 psi
Load Duration Factor IQ: 1.15
Wet Service Factor(Cu): 1
Temperature Factor(CT): 1
Size Factor(Cr): 13
Flat Use Factor(Cl): 1
Incising Factor IQ: 1
F,: 180 psi
Fav): 207 psi 78.48,=207 OK in Shear
Deflection
Live Load Deflection WO: 032 In L/328 OK in Live Load
Deflection
Total Load Deflection(At1: 0.39 In L/267 OK in Total Load
Deflection
Uplift Calculation
Tributary Square Footage on 10.83 ftt
Component:
Uplift Pressure: -28.63 psf
Uplift per Lag: -310.15 lbs
Lag Screw Diameter: 5/16 in
Allowable Withdrawal per Inch: 490.99 lbs/in
Minimal Screw Penetration: 0.63 In
Install 5/16"diameter lag screws 0 48 on center with
minimum penetration of 2"Into rafter.
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Ennhose The high-powered smart grid-ready
N Enphase IQ 7 Micro' and Enphase IQ 7+Micro'
Q7 and IQ 7+ dramatically simplify the installation process while
achieving the highest system efficiency.
Microinverters Part of the Enphase IQ System,the IQ 7 and
IQ 7+ Microinverters integrate with the Enphase
IQ Envoy-,Enphase IQ Battery-,and the Enphase
Enlighten'monitoring and analysis software.
IQ Series Microinverters extend the reliability
standards set forth by previous generations and
undergo over a million hours of power-on testing,
enabling Enphase to provide an industry-leading
warranty of up to 25 years.
Easy to Install
• Lightweight and simple
• Faster installation with improved,lighter two-wire cabling
• Built-in rapid shutdown compliant(NEC 2014 E 2017)
Productive and Reliable
• Optimized for high powered 60-cell and 72-cell modules
More than a million hours of testing
• Class II double-Insulated enclosure
• ULlisled
Smart Grid Ready
• Complies with advanced grid support,voltage and
frequency ride-through requirements
• Remotely updates to respond to changing
grid requirements
• Configurable for varying grid profiles
Meets CA Rule 21 (UL 1741-SA)
0� The IQ A Micro is required to support 72-cell modules
To learn more about Enphase offerings,visit enphase.com 'E.' ENPHASE
EnphaseIQ 7 and IQ 7+ Microinverters
INPUT DATA(DC) IO7-60-2-US/107-60-B-US 107PLUS-72-2-US/107PLUS-72-8-US
Commonly used module pairings' 235 W-350 W x 235W-440W.
Module compatibility 60-cell PV modules only 60 cell and 72-cell PV modules
Maximum input DC voltage 48V 60 V
Peak power tracking voltage 27V-37V 27 V-45V
Operating range 16V-48V 16V-60V
Min/Max start voltage 22V/48V 22 V/60V
Max DC short circuit current(module isc) 15A 15A
Overvoltage class DC port II II
DC port backfired current 0A DA
PV array configuration 1 x 1 ungrounded array,No additional DC side protection required:
AC side protection requires max 20A per branch circuit
OUTPUT DATA(AC) Ip 7 Microinverter 10 74 Microlnvertef
Peak output power ..._ . .-_ _ . _.-250 VA295 VA
Maximum continuous output power 240 VA 290 VA
Nominal(L-L)voltage/range' 240V/ 208V/ 240V/ 208V/
211264 V 183-229 V 211-264 V 183229 V
Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39A(208 V)
Nominal frequency 60 Hs 60 HE,
Extended frequency range 47-68 His 47-68 Hz
AC short circuit fault current over 3 cycles 5.8 Arms Sa Arms
Maximum units per 20 A(L-L)branch circuit 16(240 VAC) 13(208 VAC) 13(740 VAC) 11 (208 VAC)
Overvoltage class AC port III IT
AC port backfeed current 0 A 0 A
Power factor setting 1.0 1.0
Power fact.,(ruifit ble) OJleading .071agging 071badurg _071agging
EFFICIENCY Ute 240 V @208 V U1a240 V Ula 208 V
Peak CEC efficiency 97.6% 976% 975% 973%
CEC weighted efficiency 970% 970% 970% 970%
MECHANICAL DATA
Ambient temperature range -40-C to 165°C - -- - - -
Relative humidity range 4%to 100%(condensing)
Connector type(107.60.2-US&IO7PLUS-72-2-US) MC4(or Araphenol H4 UTX with additional 0-DCC-5 adapter)
Connector type(107-60-BUS&107PLU5-72-B-US) Friends PV2(MCulatemateable).
Adaptors for modules with MC4 or UTX connectors:
-PV2 to MC4.order ECA-S20-S22
-PV2 to UTX'.order ECA-S20-S25
Dimensions(WxHxD) 212 mm x 175 mm is 30.2 firm(without bracket)
Weight 1.08 kg(2.38 laid
Coaling Natural cwnvedion-No fans
Approved for wet locations Yes
Pollution degree PD3
Enclosure Class 11 double-insulated.corrosion resistant polymeric enclosure
Environmental category/UV exposure rating NEMA Type 6/outdoor
FEATURES
Communication Power Line Communication(PLC)
Monitoring Enlighten Manager and MyEnlighten monitoring options.
Both options require installation of an Enphase 10 Envoy.
Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break
disconnect required by NEC 690.
Compliance CA Rule 21 (UL 1741-SA)
UL 62109-1,UL1741/1 FEET 547,FCC Part 15 Class B, ICES-0003 Class B,
CAN/CSA-C22.2 N0.1071-01
This product Is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014 and
NEC-2017 section 69012 and C221-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC
and DC conductors,when installed according manufacturer's instructions.
1 No enter red DC/AC ratio.See the compatibility ealrulator at rrpg Irld,
2.Nominal voltage range can be extended beyond nominal if required by the utility
3 Limits may vary Refer to local requirements ter define the number of m rroinverters per branch in your area.
To learn more about Enphase offerings,visit enphese.com V EN PHAS E
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SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT gEveloN
NOTES: ff
-STANDARD LAG BOLT SPEC ASSUMES
5/16"LAG BOLTS WITH 2.5"
EMBEDMENT IN ROOF STRUCTURAL —
MEMBERS/RAFTERS
-TORQUE ALL T&'HARDWARE TO THE
FOLLOWING: ROOF RAFTERS OR
-SILVER S.S. 10-16 FT-LBS STRUCTURAL MEMBERS
-BLACK S.S.7-9 FT-LBS
RAIL CAN MOUNT TO EITHER SIDE OF
POST(UPSLOPE v3. DOWNSLOPE)
-FOR UNEVEN ROOF SURFACES,USE SNAPNRACK MODULE
UP TO TWO LEVELING SPACERS PER L MID CLAMPS MODULE OVERHANG
FOOT OR STANDOFF.SEE DRAWING (NOT TO EXCEED 30%
"STANDARD RAIL LEVELING'FOR OR MANUFACTURER'S
DETAILS AND LIMITATIONS /j/ i RECOMMENDATIONS)
/
MODULE OVERHANG
STANDOFFS ARE BOLTED
INTO ROOF RAFTERS OR
STRUCTURAL MEMBER
"RAIL SPAN"
DISTANCE BETWEEN
ROOF ATTACHMENTS
"RAIL END OVERHAN sr(NETT TO IX�
34%OF ACCEPTABLE RAIL SPAN
N�M >R�E�YNERDYYGDRP. DESIGN[R _GMrPMelxa SLNE' D� PMTMgIgEq- DESGRPIIDN NT/
Illy\VII IWU!' =TNIL o aw" 5700 DOS SERIES 100 TYPICAL LAYOUT F
PV ayaNeulu :_"u - nPPaovco Rr ��' 120113