35-284 (7) 20 SYLVAN LN BP-2018-1116
CIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:35 -284 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2018-1116
Project ft JS-2018-002003
Est Cost: $38386.00
Fee: 575.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: VALLEY SOLAR LLC 077279
Lot SSze(sa.ft.): 32539.32 Owner., NEWTON ERIC B&MELODY M
Zoniroc7 Applicant: VALLEY SOLAR LLC
AT: 20 SYLVAN LN
Applicant Address: Phone: Insurance:
PO BOX 60627 (413) 584-8844 WC
FLORENCEMA01062 ISSUED ON:4/27/2018 0.00:00
TO PERFORM THE FOLLOWING WORK.34 PANEL ROOF MOUNTED SOLAR ARRAY -
11.9 KW
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 Occuoancy Signature:
FeeTYoe: Date Paid: Amount:
Building 4/27/2018 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
7 So(ar
-. .. department use only
,Q, City of pton Status of Perms
pa ent Curb CutlDrlveway Permit
2t2 Mam Street Sewer/Sepric Availability
y( p{t R000m 100 WaterMell Availablliry
Northampton, MA 01060 Two Sets of Structural Plans
_ phone 413-587-1240 Fax 413-587-1272 PIOUSite Plans
Other Spedfy
APPLICATION TO CONSTRUCT,ALTER REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION lgzp- 19- i 1 (CP
1.1 Prooertv Adtlres
This section to be cmnpleted by office
`s:1 �T { /�
Lally Map 3S Lot 1-14 Unit
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIPIAUTHOR12ED AGENT
2.1 Owner of Record: ^
Fnc- NewTion lone
Name(Pont) A Current Mailrtg iss�^ �I r �p
Telephone
Signature
2.2 Authorized Anent,
Valley Sol PO Box 60627, Florence, MA 01062
Name(Print) Cunent Maillnq Address:
413-584-8844
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Rem Estimated Cost(Dollars)to be Oficial Use Only
completed by permit ariplhcant
1. Building (a)Building Permit Fee
2. Electncal (b)Estimated Total Cost of
Construction from 6
3. Plumbing Building Permit Fee
4. Mechanical(HVAC) 75
5 Fine Protection
6. Total=(1 +2+3+4+5) ,�j Check Number
This Section For Official Use Onty
Building Permit Number Date
Issued:
Signator
6uiNi ammissicnerfloweetar of Boadmgc nate
Ihasbrouck @ northamptonma.gov
info a vallelysolar.solar
EMAIL ADDRESS (REQUIRED; CON CTO-R)
Section 4. ZONING All Information Must Be Complzetl.PermH Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column m b fiIIM in by
Buildlny D,,mrria
Lot Size
Frontage
Setbacks Front
Side L: R: I R:
Rear
Building Height
Bldg. Square Footage
Open Space Footage %
(Lm urea minus bWe B percl
uAinel
of Parking Spaces
Fill:
columc k Ircminn
A. Has a Special Permit/Variance/Finding eve, been issued for/on the site?
NO O DONT KNOW O YES O
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW C> 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 NO O
IF YES, describe size, type and location:
D. Are there any proposed changes to or addil iom. of signs intended for the property? YES O NO O
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing, gradinq. excavation,or filling)over t acre or is it part of a common plan
that will disturb over 1 acre? YES O NO O
IF YES,then a Northampton Storm Water Managem:nt Permit from the DPW is required.
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ [R,.PllacementWindows Alterations) Roofing E]orsCJAccessory Bldg. EJDemolition El New Signs [O] Decks [p Siding [o] Other[TX solar
Wor Descrio ioin.�o I tTMQ o-g ei 3� �anel.ScnarP� array-1 �c� Me�]��. 11r 9 Kw �e,
Work sem.
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
b, 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 heating? Fireplaces or Woodstoves Number of each
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 Te -OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I. (=V lc( NeW TV" as Owner of the subject
property
hereby authorize Valley Solar LLC
to ad n my be t n 1 matters relative to work authorized by this building permit application.
Signature of Owner Date
I, Valley Solar LLC as Owasa/Authonzed
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.
ag Gt9
Print Name fa!VVq
Signature of Owner/Agent Date
• ` i
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction
[SuuL �pervisor: C I1 '� Not Applicable 11
Name of License Holds sL-e V 1 A v I W 1-`�
n MULL, Q m p Lon License Number
Folyin- V-0 fir , 01o173 C,5- 0"
Address Expiration Date D
19
SignaNre ephone
413-824-7945
9.Replstered Home Improverrwnt Contract": Not Applicable ❑
Company Name Registration Number
Valley Solar LLC _ 186338
Address Expiration Date
PO Box 60627, Florence, MA 01062 Telephone 413-584-8844 10/27/18
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§28C(l
Workers Compensation Insurance affidavit must be compared and ubmltted with this application Fallure to provide this affidavit will result
in the denial of the issuance of the building permit. _
Signed Affidavit Attached Yes....... No...... ❑
The Conrntonweahh of Massachusetts
Department of industrial Accidents
1 Congress Street, Suite 700
-� Boston, MA 0211 4-2 01 7
wwrutnass'.gov/dra
it urkers'Compensation Insurance Affidavit Builders/Contrastors/Electricians/Plumbers.
TORE FILED WITH THE PERM TTING AUTHORITY.
Applicant Information Please Prior Legibly
Name rBus,neurOrganizanun%Indivrdoa0:Valley Solar LLC
Address:340 Riverside Dr., PO Box 60627
City/State/Zip:Florence, MA 01062 Phone 1413-584-8844
Are ynn+,,empo...I t n.m rbe anp.opam.ev.: Type of project(required)
I.O I nm a anplorw wpb 6 .... (gill nndmrlmiv-umd' 7, ❑ NeIX construction
2 Ioar i prepneto,n pu,mcrshw and hove no carl wonlin- fo:'me in
eapuip.(No wirl conn.i,.,urane. acquired l S. ❑ Rnnodeling
3�Ian a homeowner doing all or,knnzd[[Nonorkco cpnry_,raisil rrym,N 1 9- ❑Demolition
u.❑Im anon o rood I in be lar allall 11 ork va ,y pmpo Iw.ill 10❑ Buildingaddana,
c amlallro ...her bm.—rl,— con,en Damn nrmrmc,.l rpm II Electrical repairs or additions
prnpdem„11,11,,E rnclke" s - 12.E]Plumbing repairs Or additions
5MTo.air 'Iiand Ih third h ab.c l I Amdoanea
rhmisl . -
Tes—ti Iu enelovires andhale live ran, ill,i 13.❑Roof rePans
6.❑ are aancana,natune csW nceiras.h,,ieacmpun16Ec
I4.EjOtherSolar
I52 $•(or and bammonVMn , onraurcgireol
'A,ival)pT,cat),Tll.iiclieckslio%=1 nall eko fill oll'I' ow bo,ow rhe mins rol o„kers csupencon ltobn'n on
'H w oho srbvtn aand..r d ylmvtd all pork m,dtle lr rr der ubm tda, mJc uch
�Cllnidrat di this bell ist aludsardan Admmal,liIhoomnIli or rob<ontracer,and slam Mutter or van lmm cmi„s halc
onplovco lidmeuh conuaemn race clot ees.,hev ns,t i al their lcorkm mappuna number.
/ant are employer that it of coriiers'conrpensmioa insurancefor ne,employees. Bei is theputicy notjoh site
1a/on-h atiurr.
Insurance Company Name:Berkley Insurance
Pillya or St!f-,r, Lie Y:MAAAR�P�301229 EaDate phauu 2/1/2019
fab Site Aldre„. 020 W LQl"it City;Statea,R.�ren Q-tnl R-Gs Oba
.Attach a copy of the wot'kers' compensation policy declaration page(showing the policy number and allot ation date).
Failure to secure coverage el r,gaired under MGL c 152$25.A le s 11 inninnl violation punishable by a fine up to SL500 00
and/or one-year imprisonment,or well os 1111 penalties in the four of a STOP WORK ORDER and a fine Of up to 5250.00 a
day against the violator. A copy of this statement may be alwarded to the Office Of Investigations of the DIA for insurance
coverage I ,,Mahan.
1du herebf,irmifymode us and penaltieu a(perj the olfwamtinn provided above is true artd eorr l
Sl nor, Date: C/
Phoneffi:413-584- 844
Official use mill'. Do Trot write iu this m ea,m he•emnpleted blcin nr tmmr r ff<oial
City or Town: Pennit/License 0
Issuing Authority(circle one):
1. Board of Health 2.Building Department 3.Cily/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6,Other
Contact Person: Phone k:
City of Northampton
a >`
Massachusetts �..
DEPART T OF BUILDING INSPECTIONS ® e
212 Hain street 'Municipal Building
s
Northampton, HP 01060
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 properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A.
The debris from construction work being performed at:
a0 SgLV(Qr) Lane,
(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)
(Company Name and Address)
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.
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FUSION
r SI ON 152 S.Broad St.
C- lJ J t Y Lansdale, PA 19446
_� -- (215)361-8040
April 26, 2018
Valley Solar
340 Riverside Or
Northampton, MA 01062
RE: Newton Residence
20 Sylvan Lo, Florence, MA 01062
Client Project#: 4956NE
PEE Project#: 182241
On behalf of Valley Solar, Penn Fusion Engineering LLC (PEE) performed a structural analysis of the roof at the above
referenced location. The purpose of aur analysis was to determine if the existing roof system is structurally sufficient to
support the new photovoltaic morales 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- 11.9 kW/DC
Panel Specs: (34) Solaria - 35OW R,R
Inverter Specs: (34) Enphase - IQ6+
Racking System: SnapNRack -Series 1 OD Ill
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 Shingle Layers Profile
1 2.8 16" 15ft.4m. N,A 0" COX 1/2" Asphalt 1 Flat
Shingles
2 2.8 16" 12ft. Cin, N/A 0, COX 112" Asphalt 1 Flat
Shingles
The roof design has been analyzed in accordance with the 2015 International Residential Code and Massachusettes
Amendments gin Edition with design loads as follows.
Ground Snow(Pg) 40 psf
Wind Speed(V). 120' mph
Mounting Plane 1
The calculations for these structural members are attached. It has been determined by this office that the rafters exceed the
allowable span for ehe total design loading Attached are repair details that, when installed, will render the roof system
structurally adequate to support the new PV modules in adtl ron to the code required design loading.
Attach the module rail brackets to rhe 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 structure 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.
This office has determined that the installation of the PV System as specified above will meet the structural requirements of
the 2015 International Residential Code with Massachusetts 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.
Best Regards,
Penn Fusion Engineering LLC
Andrew 0. Leone, P.E.
Principal
T i FUSION Broad25. A194
Lansda446
le, PA 196
(267)640-2758
Client Name'. Valley Sular
PEE Project Number: 182241
Client Project Number'. 48S6NE
Project Newton Resijence
Address: 20 Sylvan Lr
Florence, MR.01062
Description. Mounting PI me 1
Calculations By ADL
Date- April 26, 20 8
Roof Construction
2x8 Rafters at 16' on center
A- 1'.88 in'
Ix= 4 '.63 in4
Sx- 1 1.14 Ina
Wood Species- Drug Fir Earth#2
F6- 900 psi
Fv= 180 psi
E- 1.6c1 06 psi
Roof Slope= 23 °
Rafter Span= 1 i.34 ft
Ceiling Attached to Rafters]'. Pio
Design Criteria
Ground Snow(P,). 40 psf
Design Wind Speed'. 120' mph
Live Load: 20 psf
Dead Load: 4.8 psf
PV Modules. 3.26 psf
Wind Calculations
Directionality Factor (Kd) ).85
Topographic Factor UK,) 1
Velocity Pressure Exposure Coefficient 0 7
(K,)
Importance Factor(1) 1
Velocity Pressure (qr): 21.93 psf
Tributary Square Footage on 1 3.83 ftt
Component.
Component Roof Pressures'. 14.76 i -E0.52 psf
Snow Load Calculations
Exposure Factor(C,) 1
Thermal Factor (CJ: 1
Importance Factor(0. 1
Flat Roof Snow Loads (Pf): 35 psf
Roof Slope Factor (C)'. 1
Sloped Snow Loads (P,): 35 psf
Unbalanced Snow Load: 40 psf
Member Calculations
Bending
Md: 1885.18 in'Ib
1, 1721.54 psi
Load Duration Factor(Cd'. 1.15
Stability Factor(C.) 1
Wet Service Factor(CM): 1
Temperature Factor(C7)'. 1
Size Factor(CF)'. 1.2
Flat Use Factor (Cru)'. 1
Incising Factor (C,). 1
Repetitive Member Factor(C,) 1.15
Fh900 psi
F'o- 1428.3 psi 1721.54,3428.3 No Good In
Bending
Shear
va: 491.51 Ib
f. 67.9 psi
Load Duration Factor(Cd' 1.15
Wet Service Factor(CH,) 1
Temperature Factor(CT). 1
Size Factor(CF). 1.2
Flat Use Factor (Cr„)'. 1
Incising Factor(C,) 1
F,.: 180 psi
207 psi 57.8<=202 OK In Shear
Deflection
Live Load Deflection (AL): 0.87 in L/211 OK In Live Load
Deflection
Total Load Deflection (Ar): 1.05 in L/176 OK in Total Load
Deflection
Uplift Calculation
Tributary Square footage on 10.93 It
Component.
Uplift Pressure: -60.52 psf
Uplift per Lag'. -655.63 lbs
Lag Screw Diameter 5/16 in
Allowable Withdrawal per Inch'. 490.99 lbs/in
Minimal Screw Penetration'. 1.34 in
Install 5/16"diameter lag screws C 48 on center with minimum
penetration of 2" into rafter.
FUSION A 19 46
- Lansdale, PA 19446
(26])640-2758
Client Name: Valley Solar
PFE Project Number'. 182241
Client Project Number: 4856NE
Project. Newton Resid sct
Address. 20 Sylvan Lo
Florence, MA j101 2
Description. Mounting Plane 1
Calculations By: ADL
Date: April 26, 2018
New Severed Rafter Size 2x8x5'Doug Fir .arch x2 or better
Nailing Requirements. (2)1 did Nails It I on center with (3) additional 10d Nails at each end
10d — .12" slmnk diameter x 3' long minimum
NoteApply repair to each rafter under PV system
Member Calculations
Bending
Ma: 1255.25 m*Ib
fb: 1146.29 psi
Load Duration Factor(Cd) 1.1 5
Stability Factor(CL): 1
Wet Service Factor (CM)'. I
Temperature Factor(CT)'. I
Size Factor(Cr): 1.2
Flat Use Factor(C,,). 1
Incising Factor(CJ: 1
Repetitive Member Factor(C,): 1.15
Fe: 900 psi
F'e: 1428.3 psi 1146.29<=1428.3 OK in Bending
Shear
Vd: 401.07 Ib
f.: 55.32 psi
Load Duration Factor(CL) 1.15
Wet Service Factor(CM)'. 1
Temperature Factor OCT)= 1
Size Factor(CF) 1.2
Flat Use Factor(C,,)'. I
Incising Factor(Cr). 1
F 180 psi
F'„1 207 psi 55.32<=207 OR In Shear
Deflection
Live Load Deflection (dc)'. 0.39 in L/388 OK in Live Load
Deflection
Total Load Deflection (AT). 0.46 in L/323 OK in Total Load
Deflection
Uplift Calculation
Tributary Square Footage on 10.83 ft2
Component:
Uplift Pressure: -60.52 psf
Uplift per Lag: -655.63 lbs
Lag Screw Diameter: 5/16 in
Allowable Withdrawal per Inch'. 490.991bs/in
Minimal Screw Penetration'. 1.34 in
Install 5/16"diameter lag screws @ 48 on center with
minimum penetration of 2"into rafter.
1 FUSION 525. A194
Lansdale, PA 194466
(267)640-2]58
Client Name: Valley Solar
PFE Project Number: 182241
Client Project Number: 4956NE
Project. Newton Resit ence
Address: 2D Sylvan Ln
Florence. MA 01062
Description Mounting Pla ie 2
Calculations By. ADL
Date: April 26, 2018
Roof Construction
2x8 Rafters at 16"on center
A= 10 88 in'
Ix- 42 63 in'
Sx- 13 14 int
Wood Species- Doug-:-ir Larch#2
Fb= 00 psi
F— 80 psi
E-= l.be- 06 psi
Roof Slope-- 23 '
Rafter Span= 12 52 ft
Ceiling Attached to RaftersT. N.�
Design Criteria
Ground Snow(Pg): 40 psf
Design Wind Speed: 120' mph
Live Load 20 psf
Dead Load: 4.8 psf
PV Modules: 3.26 psf
Wind Calculations
Dlrectionahty Factor (K,,) C.85
Topographic Factor (K,,) 1
Velocity Pressure Exposure Coefficient 0.7
(KJ_
Importance Factor(1) 1
Velocity Pressure(q.) 21.93 psf
Tributary Square Footage on 1(.83 ft2
Component.
Component Roof Pressures: 14.76 / -6(.52 psf
Snow Load Calculations
Exposure Factor(CJ'. I
Thermal Factor (C,). 1
Importance Factor(1): 1
Flat Roof Snow Loads (Pd; 35 psf
Roof Slope Factor (CJ 1
Sloped Snow Leads (PJ 35 psf
Unbalanced Snow Load: 40 psf
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S1,111DIM(cuf=ent'I [Al 936 9.42 9.45 9.x9 RameTvpe Anod¢ec Alunrlmrn
'.la'xF- I vollagwlVn.;) (1j 3B.6 385 585 380 ahleTcpe,'Lensth2 A'f1G PV Wire lc IJ73m!fi
M,,Powe Lurrentli-r iA 8.7- FBd 4i2 onnectrr 4-pnen.oiH4i CArom a,61e'
Fotver Tolerance -0.-3 s 0/ 3 iunpionPix IP67/4dmdes
Font Loar 23? 5402 Pa lt3 psf
Pear Le?c 1'uL i?O ! 3510 Pz i'3 ps!
Mzx Pn'Ar IPr.,axl ViieK 255
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Open Cuc,itVoltage(V L 44J .4.3 iA 443
Short C,wl Current p: t ,A1 7Z6' ' Sfi 9 n if m, pit u° -66-1 IFC 6'740
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Max System Voltage P✓� I,] ',(I F_.,;40-fr�. faire
MasFse Sating fA� 15
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blph ace!v!icm;nverters
The high-powered smart grid ready
to hid',Sze t, d,cra" and t riplhas_- 1Q6+ Micro"
IQ 6 a wj� 10) 6s_ dramatically simplify the installation process while
achieving the highest efficiency for module-level
M}c ro I n v_-(i e rsi power electronics.
Part of the Enphase IQ System,the IQ 6 and IQ
6+ Micro integrate seamlessly with the Enphase
IQ Envoy", Enphase Q AggregatorTM, Enphase IQ
Battery`°, and the Enphase Enlighten" monitoring
and analysis software.
The IQ 6 and IQ 5+ Micro 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 two-wire
cabling
Built in rapid shutdown compliant(NEC2014)
1 �s
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
Smart Grid Ready
Complies with fixed power factor,voltage and
frequency ride-through requirements
• Remotely updates to respond to changing
grid requirements
• Configurable for varying grid profiles
U` me m s.micro a repuwred to sunyun n-cell modules
To learn more about Enphase offerings,visit enphase.com ENPHASE.
Enphase IQ 6 and IQ 6+ Microinverters ,
INPUT DATA(OC) I06-60-2-US AND HOI�-60-5-US IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US
Commonly used module pairings' 195 W-330 W+ 235W-600 W+
Module compatibility 66-cell PV module:.oul 60calland 72cellPV modules
Maximum input DC voltage 48V 62V
Peak power tracking voltage 27V 37V 27V-45V
Operating range 16V-48V 16 V-62 V
Min/Max start voltage 22V/48V 22V/62V
Max DC short clrouit buried moduleNo) 15A 15A
Overvoltage class DC port II II
DC .if backfeed under single fault OA OA
PV array configuration l x l ungrounded uray.No additional DC side protegion required,
AC side protection req,res max 20A per branch cimult
OUTPUT DATA(AC) IQ6-60-2-US AND 10b-60-5-US IQ6PLUS-72-2-US AND 106PLU5-72-5-US
Peak output power------- 240 VAi--� 290 VA Maximumcontinuouscontinuous output power 230 VA 280 VA
Nominal voltage/range' 240 V 1211-264 V 208 V(Ire 183-229 V 240 V/211-254 V 209V(10)/183r-229V
Nominal output current 096A 111A 1,17A 135A
Nominal frequency 60 He 60 HE
Extended frequency range 47 68 do 47-68 He
Power factor at rated power 1.0 1.0
Maximum units per 20 A branch circuit 16(240 VAC) 13(240 VAC)
14(single phase 2)8 V,C) 11 (single Abuse 208 VAC)
Overvoltage class AC port III III
AC port backfeed under single fault OA OA
Power factor(adjustable) O J leading_.07 h,ggir g 0/1eading...07tagging
EFFICIENCY @240 V @x208 V(10) @240 V @208 V(10)
CEC weighted efficiency 970% 96.5% 97.0% 96.5
MECHANICAL DATA
Ambienttemperature range -40°C to+65°C
Relative humidity range art to100%(conde l5inr)
Connector type MC4 or Amphenol 14 U FX
Durran siohis(Wrild0p 219 mm 191 mon e3J-P mm(without bracket)
Weight 1 5 kg(3.31bad
Cooling Natural convection-No and
Approved for of locations yes
Pollution degree PD3
En ucarroental category/UV exposure reline Outdoor-N EMA 2',O.ty)a 6(IP67)
FEATURES
Communication Power line
Monitoring Enlighten Manageant MyEnlighten monitoring options
Compatible with Elphese 10 Envoy
Compliance J 62109-1,U-1741/1 EI At 51 FCC Re rt 15 Class B, ICES-0003 Class B,
CAN/CSA C22 2 NO.1 171-01
This product Is uL List,:d as PV Rapid Shut Down Equipment and conforms with NEC2014and
NEC-2017 section 690.12 and C22.1-2015 Rule 64-215 Rapid Shutdown of PV Systems,for AC
and DC conductor,wk en installed according manufacturer's Instructions.
1.No enforced DC/AC ratio.See the compatibility calculator at e,,hasac=/en-us/s oporumodule-,imDfierni
2-Nominal voltage range can be extended beyond nominal if reoulrer by the utility.
To learn more about Enphase offerings,visit enphasiecom
..201: it :,4lir, ee.e_ All.:, r- r,r a_,. Pd,c ,,in rENPHASE.
SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION.
NOTES:
-STANDARD LAG BOLT SPEC ASSUMES
6/16" LAG BOLTS WITH 2.5"
EMBEDMENT IN ROOF STRUCTURAL -
MEMBERS/RAFTERS
-TORQUE ALL 11" 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 vs. DOWNSLOPE) SNAPNRACK MODULE
- FOR UNEVEN ROOF SURFACES, USE MID CLAMPS MODULE OVERHANG
UP TO TWO LEVELING SPACERS PER L r (NOT TO EXCEED 30%
FOOT OR STANDOFF. SEE DRAWING OR MANUFACTURER'S
"STANDARD FAIL LEVELING" ^��
DETAILS AND LIMITATIONS
RECOMMENDATIONS
NS J� ' )
MODULE OVERHANG p
L f
STANDOFFS ARE BOLTED
INTO ROOF RAFTERS OR _
STRUCTURAL MEMBER
"RAIL SPAN"
DISTANCE BETWEEN
ROOF ATTACHMENTS
"RAIL END OVERHANG"(NOT TO EXCEED
34%0F ACCEPTABLE RAIL SPAN)
' 5 na ppp���n MAINSTREAM ENERGY CORP DESIGNER GMcPheerers $GALE. DNS PARTNBMBER. DESCRIPTION. REV
IpN\VI IlfVljl DPAITER. D Rya" 5100 D05 SERIES 100 TYPICAL LAYOUT F
PV NMftdRZ .. APPROVED EY DATE 120113