17A-107 (4) 39 CLAIRE AVE BP-2019-0669
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 17A- 107 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-2019-0669
Proiect# JS-2019-001070
Est.Cost: $42000.00
Fee:$115.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Groug: BEYOND GREEN CONSTRUCTION 074539
Lot Size(sg.ft.): 10018.80 Owner: FINDLAY JEFFREY S&LINDA M
Zoning:RIG 00)/URA1100)/ Applicant: BEYOND GREEN CONSTRUCTION
AT. 39 CLAIRE AVE
Applicant Address: Phone: Insurance:
13 TERRACE VIEW 413 529-0544 0 WC
EASTHAMPTONMA01027 ISSUED ON.12/10/2018 0:00:00
TO PERFORM THE FOLLOWING WORK.-ROOF TOP SOLAR, 30 PANELS 8.85 KW AND
STRIP AND REPLACE ROOFING
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 geuartmeiat Fireplace/Chimney:
Rough: Uil: 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 Sienature:
FeeTyae: Date Paid: Amount:
Building 12/10/2018 0:00:00 $115,00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
06OF s6G9
The Commonwealth of Massachusetts
Board of Building Regulations and Standards
Massachusetts State Building Code, 780 CMR MfNICIPALITY
z
Building Permit Application To Construct,Repair,Renovate Or Demolish a R Mar 2011 °o
One-or Two-Family Dwelling
Thi S tion For Official Use Only `s
C
Building Permit Number: Date Applied: r� o
J S
L
4u11 �os� i2-L- 18 C:' 0¢
Building Official(Print Name) Signaturerr Date z
1 rqra
SECTION 1: SITE INFORMATION o
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers
c3CJ ai r e M'R NI b Y�-h�m I
1.1 a Is this an accepted street?yes no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq 11) 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❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2. Owner'of Record:
eP;:q S�Nr)AN o", w D r411n 0-xn,pkt5 erno".
Name(Print) J City,State,ZIP
3pt r A a� r e- .K1 C X113--3w5-9 8 Sg
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply)
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of I lni+- Other IR Specifyp V I O's feLi
Brief Description of Proposed Work2:
St "OF ard( Iti v s-dzF r � a ll n,dF mourld
SECTION 4: ESTIMATED CONSTAUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1.Building $ 1. Building Permit Fee- Indicate how fee is determined:
2.Electrical $ ❑Standard City/Town Application Fee
❑Total Project Costa(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4.Mechanical (HVAC) $ List:
5.Mechanical (Fire r
Suppression) $ Total All Fee -
Check No. Check Amount:"lh Cash Amount:
6.Total Project Cost: $ 411000 ❑Paid in Full ❑Outstanding Balance Due:
Q(4cCiti.- IcfSC"
Sole - 1 37 JOC
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) �+S_ -�(�1534� 1 �� a
SEAN R JEFFORDS
License Number Expiration Date
Name of CSL Holder ( 1
List CSL Type(see below) v\
13 TERRACE VIEW
Type Description
No.and Street U Unrestricted(Buildings up to 35,000 cu.ft.
EASTHAMPTON,MA 01027 R Restricted 1&2 Family Dwelling
City/Town,State,ZIP M Mason
ry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
413-529-0544 SEAN .BEYONDGREEN.BIZ I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) C� 1-1 q 1
Sean R Jeffords-Beyond Green Construction 1-11C Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
13 Terrace View seanC&beyondc_reen.biz
No.and Street Email address
Easthampton.MA 01027 413-529-0544
Ci /Town,State,ZIP Telephone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.5 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 ..........X No...........❑
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 (]n 11�
to act on my behalf,in all matters relative to work authorizeV by this building permit application.
xc
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNERS OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accur 9,00t of my knowledge and understanding.
_Sean Jeffords I d I
Print Owner's or Authorized Agent's Name(Electro ignature) 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.mass. ov/oca Information on the Construction Supervisor License can be found at www.mass. og v/dps
2. When substantial work is planned,provide the information 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"
The Commonwealth of Massachusetts
Department.of IndustrialAccidents
I Congress Street,Suite 100
Boston,MA 02114-2017
www massgov/dia
Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information c Please Print Legibly
Name (Business/Organization/Individual): )e-uo� Cnf r-(n (1-6r✓�ViT\—x(' HQ�
Address: V3
((kQ� \11 f
City/State/Zip: M Phone#: q)3 ' 5Q 9-O5C4Z-1
Are you an employer'.'Check the appropriate box: D[n 1;� Type of project(required):
l.E.I am a employer with_employees(full and/or part-time).- 7. []New construction
2.F-1 I am a sole proprietor or partnership and have no employees working for me in 8. [3 Remodeling
any capacity.[No workers'comp.insurance required.]
9. El Demolition
3.Q I am a homeowner doing all work myself.[No workers'comp.insurance required.]t
10[]Building addition
4.❑1 am a homeowner and will be hiring contractors to conduct all work on my property. I will
ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions
proprietors with no employees. 12.0 Plumbing repairs or additions
5. 1 am a general contractor and I have hired the sub-contractors listed on the attached sheet
13.Q Roof repairs
These sub-contractors have employees and have workers'comp.insurance.t
6.Q we are a corporation and its officers have exercised their right of exemption per MGL C.
14. Other [V \ � 1\ -
152,§1(4),and we have no employees.[No workers'comp.insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
+Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
:Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site
information. / n, Q I �,
Insurance Company Name: K)McL M d mcsuano—e q _
Policy#or Self-ins.Lic.#: W�(�.� o d U 1F�l Expiration Date: /
Job Site Address: 3 1 uc%re. City/State/Zip: () C 1
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiratiob date).
Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation-punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification. A
I do hereby certify under the pains and p ury that the information provided above is true and correct
Signature: log Date:
Phone#:
i
Official use only. Do not write in this area,to be completed by city or town official
n
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
1
Massachusetts Department of Public Safety
Board of Building Regulations and Standards
License. CS-074539
Construction Supervisor i
SEAN R JEFFORDS ¢
i
13 TERRACE VIEW
EASTHAMPTON MA 01027 q;q
i
• i
''i,ta<•, '%.--a<_ Expiration:
Commissioner 11128/2018
i
t
Office of Consumer Affairs and Business Regulation
One Ashburton Place - Suite 1301
Boston, Massachusetts 02108
Home Improvement Contractor Registration
Type: Corporation
Registration: 191746
BEYOND GREEN CONSTRUCTION INC. Expiration: 05/09/2020
13 TERRACE VIEW
EASTHAMPTON,MA 01027
Update Address and Return Gard.
SCA 1 O 20M.05l177
�•:%�r l!^rvr�ifrr=srrmrr�/�ni:,.�la>snr�}tr,�e//i ,:f:.
Office of Consumer Affairs Business Regulation
HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only
TYPE:Corporation before the expiration date. 9 found return to:
Reatatridart Expiration Office of Consumer Affairs and Business Regulation
191746 05/09/2020 One Ashburton Place-Suite 1301
BEYOND GREEN CONSTRUCTION INC. Boston,MA 02108
SEAN JEFFORDS ---
13 TERRACE VIEW
EASTHAMPTON,MA 01027 Undersecretary Not valid without signature
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sup iL,mc?2i 'F__mi'_t`Sii}pivalu
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FOR
RESU11:71INQ FROM THIS `AinV PUs.--MQVr---'D' MX"i
SFFE AND DIESPOSEED OFF IN A PRDIP-EPU i1.,:-E; SED SO' ID
WA ST_`_ DISPC;5�4L- FAC" T' A3 Cl-1
515-0A.
LTERNATIVE PtECYCLING, NOR7-WAMPTON, ;M,
L;.=k C-filJ SITE ADDRE33-S-
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TO BE DISPOSSED AND TRANSPORT ED, 33Y, C)
SEVOND GREEN C0NS,7!'PUCT10KDr
ALTERNATM YC IVIG
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VICINITY MAP AERIAL OF SITE W�
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GENERAL NOTES SCOPE OF WORK 3
1. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 2017 NEC, 2015 IRC, QTY INSTALL .. co
2015 IFC AND ALL OTHER REQUIREMENTS OF THE CITY OF NORTHAMPTON 30 Hanwha Q CELLS Q.PEAK BLK-G4,1 295
2. PHOTOVOLTAIC ARRAYS SHALL BE PROVIDED WITH DC GROUND-FAULT
PROTECTION. NEC 690.5 1 SolarEdge SE6000H-US
3. DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO NEC 30 SOLAREDGE P300 POWER OPTIMIZERS
250.166. NEC690.47 B 1 60A FUSED AC DISCONNECT W w
4. DC GROUNDING ELECTRODE SHALL BE BONDED TO THE AC GROUNDING ELECTRODE
('1 UL LISTED JUNCTION BOX(FOR SSC) U Z
AND THE CONDUCTOR SHALL BE NO SMALLER THAN THE LARGEST GROUNDING UL LI
ELECTRODE CONDUCTOR, EITHER AC OR DC. NEC 690.47 C 7 SUPPLY SIDE CONNECTION(SSC) Q w 0
5. THE AC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO NEC J-BOX, RACEWAYS,AND WIRING a uj
250.66 AND TABLE 310.15 B 6 FOR DWELLINGS. NEC 690.47 C 2 m
6. GROUNDING BUSHINGS ARE REQUIRED AROUND PRE-PUNCHED CONCENTRIC Wu
KNOCKOUTS ON THE DC SIDE OF THE SYSTEM. NEC 250.97 > g R3 .2
7. GROUNDING SHALL BE CONTINUOUS AND INSTALLED TO ALLOW FOR PANELO z°
REMOVAL WITHOUT DISRUPTING CONTINUITY. ALL MODULE GROUND CONNECTIONS TOTAL SYSTEM SIZE 8.85 kW(DC) U
SHALL BE MADE IN ACCORDANCE WITH NEC 690.4(C)
8. WORKING CLEARANCES AROUND THE EXITING ELECTRICAL EQUIPMENT AND THE PAGE INDEX
NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC 110.26
9. ALL PHOTOVOLTAIC SYSTEM CONDUCTORS WILL BE 90 DEGREE C RATED. NEC esi9"`
Sofdesk
690.31B, TABLE 310.16, TABLE 310.17 PV 1 COVER SHEETScale:
10.WHERE DC CONDUCTORS ARE RUN INSIDE THE BUILDING(OR ATTIC), THEY SHALL PV 2 SITE PLAN NTS
BE CONTAINED IN A METAL RACEWAY. NEC 690.31 E)
11.ALL EXTERIOR CONDUIT, FITTINGS,AND BOXES SHALL BE RAIN-TIGHT AND PV 3 LAYOUT 9/15/2018
DE
PV 4 DE
APPROVED FOR USE IN WET LOCATIONS. NEC3J4.15 TAILS & UPLIFT CALCULATIONS FINDLAY
12.ANY CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT PV 5 ONE LINE DIAGRAM
RESISTANT. NEC 300.6 Cl, 310.8 D PV 5.1 THREE LINE DIAGRAM
13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY PV 6 LABELS
CONTINUOUS. NEC 250.90,250.96 PV 7 NOTES& REFERENCES
14.ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL CS CUT SHEETS
TESTING LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE
MANUFACTURERS INSTRUCTIONS. NEC 690.9(A)
zz
AC DISCONNECT TO BE W d
VISIBLE,LOCKABLE, LABELED AND INSTALLED ON �'' )
THE EXTERIOR OF THE BUILDING WITHIN 10'OF THE ou p M
TAP LOCATION AND VISIBLE Z~ a '
LL ON Of
Z z
UTILITY METER, SUPPLY SIDE o mu
CONNECTION, FUSED AC DISCONNECT,
AND INVERTER LOCATION
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LEGEND \/
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Z Z
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(E) UTILITY METER Fum
MAIN SERVICE PANEL(MSP) MSP "gner
Sofdesk
(N) FUSED UTILITY AC AC �Qi132.= V-011
DISCONNECT
9/15/2018--
(N) INVERTER
(W/ INTEGRATED DC DISCO) INV f0e
FI N DLAY
'X
FENCE/BLOCK WALL �A
PROPERTY LINE
1 ;
TRENCH
AC DISCONNECT TO BE z
WO v
VISIBLE,LOCKABLE,LABELED AND INSTALLED ON Iw-
THE EXTERIOR OF THE BUILDING WITHIN 10'OF THE i` -•"g``, 0u OX
TAP LOCATION AND VISIBLE O co
VECTOR Z� Q
e n • 1 n e e R s y_— ,
ser w.caay.r;.wK.Lvv.STE. 101 PHONr(80 1)990-1779 IOU Q O
DRAPER,UTAH 84OZO WWW.VELTORIL.QON
� ��OF II1,w<e_ VSE Project Number: Digitally
LEGEND �y U2673.0160.181 Wei
IS10
WELTS L. signed by � °
HOLMES Vector Structural Engineering has Wells � � S
STRUCTURAL reviewed the erdsting structure with Y = rD
(E) UTILITY METER UM loading from the solar array and lagHol
M Holmes
No•64240 screw connections to the existing
,9 framing.The design of the racking Date: a N
system,connections,and all other 0'
MAIN SERVICE PANEL(MSP) M$p T structure Is by others.Electrical, 2018.10.15 co w
AL mechanical,architectural,and all W
W
nonstructural aspects of the e s 13:05:00
N FUSED UTILITY AC designare byothers. r r V o
DISCONNECT 10/12/2018 -06 00 a
(N) INVERTER INV €
(W/ INTEGRATED DC DISCO) ® CNVpA�CqrLM
FENCEIBLOCK WALL
PROPERTY LINE tp
w
ROOF ARRAY PV4 = _ I = D W
AZIMUTH: 115° AZIMUTH: 115°
MP 1 PITCH: 21° PITCH: 21° - l +_ �_ -- W
ROOFING: COMP STORY: 2 M I I I I I I g "
AZIMUTH: 295° AZIMUTH: 295° rt i 7- - _ ---- } ,EE
�� 1
4-
P PITCH:PITCH: 21° PITCH: 21°
ROOFING: COMP STORY: 2 I- -� I _ `c) MPI __ a Z z
AZIMUTH: 205° AZIMUTH: 205° I I I I _ ILL
P3 PITCH: 21° PITCH: 21° T _ _
ROOFING: COMP STORY: 1 *�16r-9„ P2
NOTES _—______—_ -�_ �— °Sofdesk
aCsF�:
1. EXISTING PLUMBING VENTS,SKYLIGHTS, EXHAUST ______—_ �'i �__� �_ 0.008130
1.
OUTLETS,VENTILATION INTAKE AIR OPENINGS
_(0
SHALL NOT BE COVERED BY THE SOLAR ---------`— —I —I 9/15/2018
PHOTOVOLTAIC SYSTEM. Oct:
---------- -- — FINDLAY
2. DC CIRCUIT THAT RUNS INTERIOR TO THE
STRUCTURE SHALL BE IN RIGID OR ELECTRICAL
METALLIC TUBING AND LOCATED A MINIMUM OF 18" ---------
BELOW THE ROOF OR ALONG THE BOTTOM OF LOAD 11'-21
BEARING MEMBERS.
1
STANDOFF SPACING: 4'-0"(TYP.)
L ---
PARALLEL RAIL SPACING: 2'-9"(TYP.)
ARRAY z
WO U
Hanwha Q CELLS Q.PEAK BLK-G4.1 295 W` —r
MODULE: Hanwha Q CELLS Q.PEAK BLK-G4.1 295 SOLAR MODULE �~ rn
ORIENTATION: PORTRAIT O°i
MODULE CLAMP ATTACHED
CONTIGUOUS SQ/FT: 90-Largest
SS BOLT AND CHANNEL NUT
Qac V
SnapNRack-Series 100 Z Q r
IL OV) IX
MOUNTING HARDWARE SNAPNRACKCHANNELNOUTATTT CING RAW/ ) z
RAIL: SnapNRack-Series 100 5/16"x 1"S.S.BOLT AND SPLIT WASHER g m O O
STANDOFF/STANCHION: SnapNRack Metal Base SNAPNRACK COMPOSITION L FOOT
ATTACH W/5/16'8.S.FLANGE NUT
FRAMING MEMBER SNAPNRACK COMPOSITION
ROOF FLASHING
RAFTERITRUSS SIZE: 2 X 8 v
RAFTER/TRUSS SPACING: 16,0.C. (9
(E)COMP
J n O
ROOF (E)ROOF DECKING Y co
MEAN HEIGHT: 25' (E)2X8 TRUSS 16 O.C. uJ y
MATERIAL: COMP SNAPNRACK L FOOT BASE d W
SHAPE: PITCHED ATTACH W/5/16"S.S.LAG SCREW. d y
PITCH: 21° 2.5"MIN EMBEDMENT o
W w
U `m
GEOGRAPHY
EXPOSURE CATEGORY: C STANDOFF DETAILLO
00
BASIC WIND SPEED: 115 A „ x v
SNOW LOAD(PSF): 55 SCdI2: 1rr = lr
\/ECTOR Z
E n 9 1 n E E R e ��( 0 .0 0
551 W.a4Lriw MRK SLro.Sn. 101 IHONC(801)990-1 779 J (n N 2
ORAILR,UTAH 84070 VAMWIrMNSC.00M W d d
mCL
tN OF ~LL } rn m
Wells W 0M0
p� WELLS L yG Q„ Z
HOLM ES � Holmes
_ FLSTRUCTURAL
No.54240
q 9 Digitally signed e�9ra
AL by Wells Holmes � Sofdesk DET
e:
Date: 2018.10.15 SEE DETAIL
-�
10/12/2018 13:05:11 -06'00' 9/15/2018
VSE Project Number: 02673.0160.181 rotecFINDLAY
Vector Structural Engineering has reviewed the existing structure
with loading from the solar array and lag screw connections to the
existing framing.The design of the racidng system,connections,
and all other structure is by others.Electrical,mechanical,
architectural,and ell other nonstructural aspects of the design are
by others.
�l
MODULE SPECS GENERAL NOTES AC CALCS 120%RULE MAIN PANEL SPECS GROUNDING NOTES Z Z
(30 WMW O OW WEAK M*4LI 716 L ALL Sff=9x11110IT LF M.UM wK�Wx AC MLI BN MXMQ 1741 M71 um WM llYOE PNB NIOIRMD 997MCOE Cm MMCIM MIST M M10 AC W O U
Vn- MA V be- AA A 7. NL MxMxE1 BL M GUMM N AMOMMEE NM 97x'MCN. MINRYOS DUINR x 17IR YAN NEA®1 MXMR MOA M71 MVP P WM MU MAW NKKIDID 9S1RME SYII91 ND E#ovum M Us—
ate
s-7LM V YM•417 A oODE AKO 1E WNFACRIENS MYALLA M INMOCRMB OW x lJ%-3I.0 (12511 x IIA-MKN-Ia YAM MR=91 NU A00MMIX NMI NM MU ND IOL47= ,-
YIMRI PRIPOB9f IRA WX BACK FED DOS MYR E CaYI=AM CMN CM Q Uo m
PV 1111=1111omm MA MMR YE MIEEME
Za
LL O"
NEW 125A Z Z
SOLA E p TOP FED MAIN BI-DIRECTIONAL m O O
JUNCTION UV SE6000H•US PNAYE BOA PV SERVICE PANEL UTILITY METER
8 U
BOX 7R INVERTER I YIMMIIM71 SYSTEM 210V
DISCONNECT tr
1 yg)CF 13 SWITCH M b NEW 100A I N
GFPI
WGFCI 35A
Ill a 16 D1 1 G1 Y
y M F=OPY®II s1 ® ® ca = (D
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7. AIL YMxl78 NIL M NO/MD M AOCYOANCE NII 9EOIIMAL CME AID 1E j W W
YAMIR'ACRimn MSYUA71O1 IISMICMYIL U 2
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INVERTER AC DISCONNECT MAIN SERVICE PANELZ
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NEC 890.17(4)UNGROUNDED SYSTEMS NEC 690.14(C)(2) --NEC 705.12(D)(4) V
WARNING PHOTOVOLTAIC DISCONNECT WARNING pa 0 ,9
ELECTRIC SHOCK HAZARD, FOR UTILITY OPERATIONS THIS SERVICE ALSO SERVED Z�- a
BY A PHOTOVOLTAIC SYSTEM
THE DC CONDUCTORS OF THIS OZ
NEC 690.54 NEC 705.12(D)(7) O OU
PHOTOVOLTAIC SYSTEM ARE Z
UNGROUNDED AND MAY BE PHOTOVOLTAIC ARRAY A mu
ENERGIZED. AC DISCONNECT WARNING
OPERATING CURRENT: 25 A INVERTER OUTPUT CONNECTION
NEC 890.14(C)(2) OPERATING VOLTAGE:-2-4(Z V DO NOT RELOCATE THIS
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PHOTOVOLTAIC DISCONNECT OVERCURRENT DEVICE a 5
FOR UTILITY OPERATIONS LABEL TO BE INSTALLED DIRECTLY NEXT TO PV BACKFEED Y j g
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CONDUIT RACEWAYS, THEN R.E INSTALLED ANYWHERE ELSE ON POINTING
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, THEN A PERMANENT ARROW FROM LABEL POINTING TO .1 Q
PV BACKFEED BREAKER REQUIRED. ® y
ENCLOSURES, CABLE 85
PHOTOVOLTAIC NEC 890.54 a w
SYSTEM EQUIPPED WITH ASSEMBLIES PHOTOVOLTAIC POWER SOURCE W V
RAPID SHUTDOWN & JUNCTION BOXES " l0
OPERATING AC VOLTAGE: 2�V . � c°n ?�
MAXIMUM OPERATING AC OUTPUT
NEC 690.31 (3)CONDUIT
CURRENT: 25 AMPS
NEC 690.53 SOLAREDGE SE6000H-US N
Waming: Photovoltaic Power Source r 00
PHOTOVOLTAIC ARRAY J NEC 690.14(C)(2)
DC DISCONNECT NEC 690.35(F)UNGROUNDED SYSTEMS JUNCTION BOX
PHOTOVOLTAIC DISCONNECT
OPERATING CURRENT: 12.64 A WARNING FOR UTILITY OPERATIONS
OPERATING VOLTAGE: 380.0 V ELECTRIC SHOCK HAZARD.
MAX. SYSTEM VOLTAGE: 480.0 V THE DC CONDUCTORS OF THIS
SHORT-CIRCUIT CURRENT: 16.50 A PHOTOVOLTAIC SYSTEM ARE U
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NOTES9„512018
Marking Content and Format: Marking is required on all interior and exterior PV conduit, raceways, enclosures, Crqed:FINDLAY
-Red Background cable assemblies, and junction boxes to alert the fire service to avoid cutting them.
-White Lettering Marking shall be placed every 10', within 1' of turns or bends, above and/or below
-Minimum 3/8” Letter Height penetrations, and at all PV combiner and junction boxes. Reflective weather
-All capital letters resistant material suitable for the environment(durable adhesive materials must 1
-Arial or similar font, Non bold meet this requirement)
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PHOTOVOLTAIC SYSTEM SHALL BE INSTALLED ACCORDING TO THE 2017 NATIONAL ELECTRICAL CODE WITH REFERENCE TO THE FOLLOWING: o �N
ARTICLE 690,AND SECTIONS 200-6, 2105, 230-70, 240-3, 250-26, 250-50, 250-122 TO INCLUDE REFERENCED SECTIONS AND TABLES $ ',e Z Z
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8 mV v
NEC 220.82(8) General Loads.The general calculated load shall be not less than 100 percent of the NEC 690.4(C) Module Connection Arrangement.The connection to a module or panel shall be
first 10 kVA plus 40 percent of the remainder of the following loads: arranged so that removal of a module or panel from a photovoltaic source circuit does
NEC 240.4(8) Devices Rated 800 Am not interrupt a grounded conductor to other PV source circuits.
4( ) pares or Less.The next higher standard overourrent device NEC 690.5 Ground-Fault Protection.Grounded do photovoltaic arrays shall be provided with do 17
rating(above the ampacity of the conductors being protected)shall be permitted to be v
ground-fault protection meeting the requirements of 690.5(A)through(C)to reduce
used,provided all of the following conditions are met:(1)The conductors being 9 N e
fire hazards.Ungrounded do photovoltaic arrays shall comply with 690.35. Y
protected are not part of a multioutlet branch circuit supplying receptacles for cordand- _J D g
plug-connected portable loads.(2)The ampacity of the conductors does not NEC 690.7(D) Circuits over 150 Volts to Ground.In one-and twofamily dwellings,live parts in Y = co
correspond with the standard ampere rating of a fuse or a circuit breaker without photovoltaic source circuits and photovoltaic output circuits over 150 volts to ground Q N
overload trip adjustments above its rating(but that shall be permitted to have other trip shall not be accessible to other than qualified persons while energized. w
or rating adjustments).(3)The next higher standard rating selected does not exceed NEC 690.8(A)(1) Photovoltaic Source Circuit Currents.The maximum current shall be the sum of 0- w
800 amperes. parallel module rated shortcircuit currents multiplied by 125 percent. 0 y
NEC 240.6(A) Fuses and Fixed-Trip Circuit Breakers.The standard ampere ratings for fuses and NEC 690.8(A)(3) Inverter Output Circuit Current.The maximum current shall be the inverter W
inverse time circuit breakers shall be considered 15,20,25,30,35,40,45,50,60,70, continuous output current rating. U
80,90,100,110,125,150,175,200,225,250,300,350,400,450,500,600,700, o
NEC 890.8(8X1) Overcurrent Devices.Overcurrent devices,where required,shall be rated as C7 N
800,1000,1200,1600,2000,2500,3000,4000,5000,and 6000 amperes.Additional required 690.8 B 1 a through(1)(d). m
standard ampere ratings for fuses shall be 1,3,6,10,and 601.The use of fuses and q b/ ( )( )( ) g
inverse time circuit breakers with nonstandard ampere ratings shall be permitted. NEC 890.14(CX2) Marking.Each photovoltaic system disconnecting means shall be permanently m N C6
NEC TABLE 260.88 Size of Alternating-Current Grounding Electrode Conductor.The size of the marked to identify it as a photovoltaic system disconnect. = s
grounding electrode conductor at the service,at each building or structure where NEC 690.17 Where all terminals of the disconnecting means may be energized in the open position, 8
supplied by a feeder(s)or branch circuit(s),or at a separately derived system of a a warning sign shall be mounted on or adjacent to the disconnecting means. UU
grounded or ungrounded ac system shall not be less than given in Table 250.66, The sign shall be clearly legible and have the following words or equivalent:
except as permitted in 250.66(A)through(C). WARNING-ELECTRICAL SHOCK HAZARD
NEC 260.84(C) Grounding electrode conductor to be continuous,grounding crimps to be irreversible TERMINALS ON BOTH LINE AND LOAD SIDES
NEC 250.160 MAY BE ENERGIZED IN THE OPEN POSITION
AND PART VII (n W
NEC 690.33 Connectors.The connectors permitted by Article 690 shall comply with 690.33(A) V
NEC 250.97 Bonding for Over 250 Volts.For circuits of over 250 volts to ground,the electrical through(E). ,w,xx WZ
continuity of metal raceways and cables with metal sheaths that contain arty NEC 600.36 Ungrounded Photovoltaic Power Systems.Photovoltaic power systems shall be W U W
conductor other than service conductors shall be ensured by one or more of the '^ C) d O
methods specified for services in 250.92(8),except for(B)(1). permitted to operate with ungrounded photovoltaic source and output circuits where v/Z Q
the system complies with 690.35(A)through(G). m
NEC TABLE 310.16 Table 310.16 Allowable Ampecities of Insulated Conductors Rated 0 Through 2000 NEC 690.53 Direct-Current Photovoltaic Power Source.A permanent label for the direct-current W o
Volts,60°C Through 90°C(140°F Through 194°F),Not More Than Three L m «
photovoltaic power source indicating items(1)through(5)shall be provided by f a
Current-Carrying Conductors in Raceway,Cable,or Earth(Directly Buried),Based on the installer at the photovoltaic disconnecting means: O W Q V m
Ambient Temperature of 30°C(86°F) RATED MAXIMUM POWER-POINT CURRENTJ r
NEC 422.30 Disconnecting Means-General.A means shall be provided to simultaneously RATED MAXIMUM POWER-POINT VOLTAGE Z LL8 o
disconnect each appliance from all ungrounded conductors in accordance with the MAXIMUM SYSTEM VOLTAGE (REF:690.7(A)) W Z_ Z
following sections of Part III.If an appliance is supplied by more than one SHORT-CIRCUIT CURRENT (REF:690.8(A)) LL
branch-circuit or feeder,these disconnecting means shall MAXIMUM RATED OUTPUT CURRENT OF THE
be grouped and identified as the appliance disconnect. CHARGE CONTROLLER(IF INSTALLED)
NEC 422.80 Nameplate Marking.Each electrical appliance shall be provided with a nameplate NEC 690.66(6) Facilities with Utility Services and PV Systems.Buildings or structures with both utility
giving the identifying name and the rating in volts and amperes,or in volts and watts. service and a photovoltaic system shall have a permanent plaque or directory ussioner
If the appliance is to be used on a specific frequency or frequencies,it shall be so providing the location of the service disconnecting means and the photovoltaic system SOfdesk
marked.Where motor overload protection external to the appliance is required,the disconnecting means if not located at the same location. e.
appliance shall be so marked. NEC 890.84(8)(5) Point of Connection.The output of a utilityinteractive inverter shall be connected NTS
NEC 422.82(6) Additional Nameplate Markings.Appliances,other than those factory-equipped with as specified in 690.64(A)or(B).
cords and attachment plugs and with nameplates in compliance with 422.60,shall NEC 705.10 Directory.A permanent plaque or directory,denoting all electric power sources on or e 9/15/2018
be marked in accordance with 422.62(B)(1)or(B)(2). in the premises,shall be installed at each service equipment location and at locations
of all electric power production sources capable of being interconnected. FINDLAY
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powered by
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The new high-performance module Q.PEAK-1134.1 is the ideal solu-
tion for residential buildings thanks to its innovative cell technology
UNTUM Ultra.The world-record cell design was developed to achieve
the best performance under real conditions—even with low radiation
intensity and on clear, hot summer days.
® Q.ANTUM ULTRA TECHNOLOGY: LOW LEVELIZED COST OF ELECTRICITY
Higher yield per surface area and lower BOS costs and higher power
classes and an efficiency rate of up to 18.6%.
INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields,whatever the weather with excellent low-light
and temperature behaviour.
ENDURING HIGH PERFORMANCE
X11 Long-term yield security with Anti-PID Technology',
Hot-Spot Protect and Traceable Quality Tfa.QTm.
EXTREME WEATHER RATING QCIEIIS
rina:Ewen
High-tech aluminium alloy frame,certified for
high snow(5400 Pa)and wind loads(4000 Pa). a aa,E
2016
MAXIMUM COST REDUCTIONS
Up to 10% lower logistics costs due to higher
module capacity per box.
O A RELIABLE INVESTMENT o Teeeed nous
• Www+r Bat powrystall"
Inclusive 12-year product warranty and 25-year linear ;„, °^ solar moula 4014
performance warranty2. ID.400 2587 araa�xxs
ID.40032587
APT test conditions:Cells at-1500V
against grounded,with conductive
metal foil covered module surface.
25'C. 168h
= See data sheet on rear for further
THE IDEAL SOLUTION FOR: information.
Rooftop arrays on
i
SPECIFICATIONMECHANICAL
Format 1670mm x 1000mm x32mm(including frame)
Weight 18.8 kg
L ezwarlq nw
Front Cover 3.2 mm thermally pre-stressed glass with p.0wa
anti-reflection technology n...
Back Cover Composite film El-_
Frame Black anodised aluminium 100°" +
1000
Cell 6 x 10 monocrystalline Q.ANTLIM solar cells
ter.r,
Junction box 66-77mm x 111-90mm x 15-19mm
Protection class IP67,with bypass diodes
Cable 4mm2 Solar cable;(+)1000mm,(-)1000mm 4.NOW,p.,uEo,,, """'v'""
Connector Multi-Contact MC4 or MC4 intermateable,IP68
a _I!�Ie.a.w
CHARACTERISTICSELECTRICAL
POWER CLASS 295 300 305
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W/-OW)
Power at MPP2 P,,,, 295 300 305
Short Circuit Current* I,, 9.70 9.77 9,84
EOpen Circuit V0ltage* Val: 39.48 34.76 40.05
Current at MPP* Ierr 9.17 9.26 9.35.
Voltage at MPP* V,,,r 32.19 32.41 32.62
Efficiency' q >t 17.7 z 18.0 >_18.3
MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOC'
Power at MPP2 P,e, 218.1 221.8 225.5
E Short Circuit Current* Ic 7.82 7,88 7,94
Open Circuit Voltage* V, 36.92 37.19 37.46
Current at MPP* 1" 7.20 7.27 7.35
Voltage at MPP* VM, 30.30 30.49 30.67
11000 Wim",25°C,spectrum AM 1.5G 2 Measurement tolerances STC*3%;NOC t5% 3800 W/m2,NOCT,spectrum AM 1.5G `typical values,actual values may differ
Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE
°m1s At least 97%of nominal power during
first year.Thereafter max.0.6%degra- r
.,roz
---------- -- --- ---- u----- -- dation per year.
At least 92%of nominal power up to
10 years. W
At least 83%of nominal power up to
0 ars. ------r----------r
25
ye
® All data within measurement tolerances. so
Full warranties in accordance with the no mo 060 so ,ow
warranty terms of the Q CELLS sales IRRADIANCE IWMAI
n organisation of your respective country.
I lo Typical module performance under low irradiance conditions in
°z°,,,a ;,,,,,s°1,,
YEA
014to STC conditions(25°C,1000W/m2).
TEMPERATURE COEFFICIENTS
Temperature Coefficient of 1. a [%/Kl +0.04 Temperature Coefficient of Vw [%/Kl -0.28 w
Temperature Coefficient of Pr, V [%/Kl -0.39 Normal Operating Cell Temperature NOCT I*Cl 45
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,
PROPERTIES 1 DESIGN0
16
Maxhmen System Voltage V,K [V] 1000 Safety Class I I 5,
N
Maximum Reverse Current 1, [A] 20 Fire Rating C
Wind/Snow Load (Pal 4000/5400 Permitted Module Temperature -40°C up to+85*C
(Test-load in accordance with IEC 61215) On Continuous Duty
i
QUALIFICATIONS 1 CERTIFICATES PARTNERa
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VDE Quality Tested,IEC 61215(Ed.2);IEC 61730(Ed,1),Application class A
This data sheet complies with DIN EN 50380.
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NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation
and use of this product. s
Haewba a CELLS GmbH -
solar - • • : •
Single Phase Inverters
for North America
SE300OH-US/ SE380OH-US/ SE500OH-US /
SE6000H-US/ SE760OH-US/ SE10000H-US
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USA-CANADA-GERMANY-UK-ITALY-THE NETHERLANDS-JAPAN-CHINA-AUSTRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMANIA-HUNGARY-SWEDEN- WWW-SCIIBredge.US
SOUTH AFRICA-POLAND-CZECH REPUBLIC -
so l a r " e • z Single Phase Inverters for North America
SE3000H-US/SE380OH-US/SE5000H-US/
SE6000H-US/SE760OH-US/SE1000OH-US
SE3000H-US I SE380OH-US I SE5000H-US I SE6000H-US SE760OH-US I SE10000H-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 10000 VA
.......... ........ . ....... .................... ...........
Max.AC Power Output.............. .......3000 ..__...3800 _...,.5000 .___..6000 7600 10000 VA
tputV..... ....... .......
AC Output Voltage Min.-Nom.- ✓ Vac
Max;X211:240.264)............... .................... .................... .................... .................... .................... .................... ...........
AC Frequency(Nominal 59.3-60-60.5111 Hz
Maximum Continuous Output 12.5 16 .. l 2. 32 42 A
Current 240V 1 I.... I. ..................1....................1 .... .....
GFDI Threshold
................................. .............................................................1..............................................................�....A.....
Utility Monitoring,Islanding
Protection,Country Configurable Yes
Thresholds
INPUT
Maximum DC Power 4650 I.......5900 7750 9300 11800 15500 W
Transformer less]Ungrounded ............................................................. ....jc....
................... ..... ............................................................Yes
Maximum InPut Voltage............ ..................A R.................. ......................................... ...Vdc....
............... .......................................380
Nominal DC Input Voltage 400 Vdc
....... ......... ............ .................... .. . .
..
. ........... ....... ...... ...........
Maximum Input Current@240V 8.5 10:5 13:5 16.5 20 2. Adc
...... ......... ....... .................... ....................�.................... .-•Adc....
Max.Input Short Clrcwt Current45
.. ......... ...................... ............................................................ ............................................................... ...........
Reverse Polarity Protection
es
Ground-Fault Isolation Detection 600kQSensitivity
................................. .................... .. ...
. . ........................... ... . . .. ................. .........
Maximum Inverter Efficiency 99 g9.2
CECWei.&hted Efficiency............. ....................................................................................................-........................ ....?......
Nighttime Power Consum tion <2.5 W
ADDITIONAL FEATURES
Supported Communication R5485,Ethernet,ZigBee(optional),Cellular(optional)
Interfaces
. .................................................
l zl ........ ...........
Revenue Grade Data,ANSI C12.20 Optiona
Rapid Shutdown-NEC 2014 and
2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety. . UI-1741,UL1741 SA,UL16996,CSA C22.2,Canadian AFCI accord in�to T.I.L M 07
......... ... ••-
Grid Connection Standards IEEE1547,Rule 21,Rule 14lHI)
... ........ ..................... .................. .........
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG
3/4"minimum J 20-4 AWG
RanW................................ ........................................................................................................ .................... ...........
DC Input Conduit Size/#of Strings 1 3/4"minimum
J AWG Range 3/4"minimum/1-2 strings/14-6 AWG I /1-3 strings/
........................................ ........................................................................................................i....14;6 AWG
Dimensions with Safety Switch 21.3 x 14.6 x
(HxWxD) 17.7 x 14.6 x 6.8 J450x370x174 7.3/540x370 in/mm
.................... .......x.185....... ...........
........................................ .................. .. .......... . . .
Weight with Safety Switch 22 J 10.................1....25../11:4....1..............-26.2/11:9 38;81 17:6 Ib(kg
Noise................................I....................................... . . <50 d BA
... .. ........
.............. . ........ ...........
Cooling Natural Convection Natural convection
............................................................................... ......................................... ...........
Operating Temperature Ranke } 13 to+140/:25 to+60 3j 40`F -40`C option t61 F C
Protection Rating NEMA 3R Inverter with Safety Switch)
For other regional settings please contact SolarEdge support
1 Revenue grade inverter P/N:SEroocxH-USOOONNC2
i�For power de-rating information refer to:https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf
101-40 version P/N:SE o=H-USOOONNU4
•
solar - . •
SolarEdge Power Optimizer
Module Add-On For North America
P300 / P320 / P370 / P400 / P405 •
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USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA-INDIA wwwsolaredge.u5
so l a r ' • • z SolarEdge Power Optimizer
Module Add-On for North America
P300/ P320/ P370/ P400/ P405
P300 P320 P370 P400 P405
(for 60-cell mod- (for high-power (for higher power (for 72&96-cell (forthin film
ules) 60-cell modules) 60 and 72-cell modules) modules)
modules
INPUT
Rated Input DC Power") 300 320 370 400 405 W
Absolute Maximum Input Vohage 48 60 80 125 Vdc
(Voc at lowest temeerature�. (...................... ...................... ...................... ..............
MPPT Operating Ranke
8-48 I 8:60 8.:80 12:5-105 Vdc
Maximum Short Circuit Current(I c) _ 10 11 10.1 Adc
Maximum DC Input Current 12.5 13.75 12.63 Adc
................... ........................... ...................... ............................................. ............................................. ..............
Maximum Efficiency 99:5
........................
........................ ........................... .........................
Weighted Efficiency .......I...............8:g....................................................... .............
.
Overvoltage Category I11
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER
Maximum Output Current 15
.......................................... .......................................... ......--...---.... R
d..... .. ..... .. . ..... . ..Maximum Out ut Volta a 60 85 dc
OUTPUT DURING STANDBY POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power
Optimizer 1 Vdc
STANDARD COMPLIANCE
EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3
............................................... ...............................
Safe IEC62109-1 class II safe UL1741
............... 5...........ril:... .......................................... ..............
.--....
RoHS Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed S stem VOlta a 1000................................. Vdc.
... .......�...........$.......
. . ....... . .. ......................................................
Compatible inverters All SolarEd a Sin le Phase and Three Phase inverters
............................... .................................................................... . ............... ...................... ..............
Dimensions(W x L x H) 128 x 152 x 27.5/5 x 5.97 x 1.08 128x152x35/ -x-5-0- mm/in
5x5.97x1.37 Sx5.97x1.96
............................................... ... . . . .................. ...................... . ... . ...
....... ..... ............ ........ ............ .. ........... .... ...........
tNeiht(includinj&cables 630/1.4 750/1.7 845/1:9
....... ........... .. ...... ....
.)........MC4�.....
Input Connector MC4 Compatible MC4 Compatible
........... .... ......... ........ ........... . ....................... Amphenoi AH4... ............................................. . .
Double Insulated;
Output Wire Type/Connector Double Insulated;MC4 CompatibleMC4/ Double Insulated;MC4 Compatible
..................................
............. ............................................. . AmphenolAH4 ............................................ ..............
Output Wire Length........................ .................0.95/3.0 1.2/3.9 m/ft
Operating Temperature Ranp?........ 40-+85�;40-+185............................................�. .•�.�..F....
.... ..... . .. .... .. ..... ....... ... . . .
Protection Rating IP68%NEMA6P
.......................................................... . ............
Relative Humidity 0:100 I %
............................................... ........................ ..................................................
�1 Rated STC power of the module.Module of up to+5%power tolerance allowed.
PV SYSTEM DESIGN`USING SINGLE PHASE SINGLE PHASE THREE PHASE 209V THREE PHASE 480V
A SOLAREDGE INVERTER(21(3) HD-WAVE
Minimum String Length
(Power Optimizers) 8 10 18
...............................................
. . ................ ............................ ............................ ..............
Maximum String Length ...........................
(Power Optimizers)
25. ........... .. ............25. ...........50.
............ . ............ ..............
Maximum Power per String 5700(6000 with 5250 6000 12750 W
SE7600H-US
..................... ........................�....................�,...... ........................... ........................... ............................ ..............
Parallel Strings of Different Lengths i
or Yes
Orientations ..................................................................................................t..............
For detailed string sizing information refer to:http://www.solaredge.com/sites/defauft/files/string_sizing_na.pd!.
I:�It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string-
NOTES:
- 5/16" LAG BOLTS MUST EMBED
2.5" INTO ROOF STRUCTURAL MEMBERS/RAFTI
- TORQUE ALL 5/16" HARDWARE TO
SNAPNRACK THE FOLLOWING:
COMPOSITION L FOOT - SILVER S.S. 10-16 FT-LBS
CAN BE MOUNTED IN - BLACK S.S. 7-9 FT-LBS- R
ANY ORIENTATIONS S.S. FLANGE NUT AILS CAN MOUNT TO EITHER SIDE
A X 1" (OR 1.25") OF L FOOT (UPSLOPE VS DOWNSLOPE)
SNAPNRACK S.S. BOLT AND
CHANNEL NUT SPLIT WASHER
A" S.S. LAG SCREW
WITH FLAT WASHER
SNAPNRACK 2.5" MINIMUM EMBEDMENT
STANDARD RAIL IS STANDARD
SNAPNRACK COMPOSITION
ROOF FLASHING
SNAPNRACK L FOOT BASE
O
ROOF DECKING TYP.
FLASHED L FOOT MOUNTING POINT FOR
1 ISF CSN (Y mpncmnN RnnF rI IRFAC'Fr /�
E n o s n E E R s
VSE Project Number:U2673-0160-181
October 12,2018
Sofdesk Inc.
642 de Courcelle, Suite PH4
Montreal,QC,Canada,1-14C 3C5
REFERENCE: Jeff Findlay Residence:39 Claire Street,Northampton,MA 01062
Solar Array Installation
To Whom It May Concern:
Per your request,we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the
adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan
Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation.
Deshm Parameters
Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 IRC))
Risk Category: II
Design wind speed: 117 mph (3-sec gust)per ASCE 7-10
Wind exposure category:C
Ground snow load: 40 psf
Eaistin2 Roof Structure
Roof structure:2x8 rafters(4 16"O.C.
Roofing material:composite shingles
Roof slope:21°
Connection to Roof
Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.48"O.C.along rails
Conclusions
Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. The glas<
surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The
member forces in the area of the solar panels are not increased by more than 5%,thus, the stresses of the structural elements are no
increased by more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34.9t1
Edition are met and the structure is permitted to remain unaltered.
The solar array will be flush-mounted(no more than 6"above the roof surface)and parallel to the roof surface. Thus,we conclude tha
any additional wind loading on the structure related to the addition of the proposed solar array is negligible.The attached calculation
verify the capacity of the connections of the solar array to the existing roof against wind(uplift),the governing load case. Because the
increase in lateral forces is less than 10%,this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC a:
referenced in 780 CMR Chapter 34, 9th Edition. Thus the existing structure is permitted to remain unaltered.
VSE Project Number: U2673-0160-181
Jeff Findlay Residence
T R 10/12/2M
f
E t'1 O I I1 E E R S
Limitations
Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be it
accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structura
Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the conditior
described in this letter be found. Connections to existing roof framing must be staggered,except at array ends,so as not to overload ani
existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site
conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the
solar panel racking (mounts, rails, etc.), and electrical engineering is the responsibility of others. Waterproofing around the roof
penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the
solar array.
VECTOR STRUCTURAL ENGINEERING,LLC
Wells Of
Holmes HOLMES
STRUCTURAL. a
Digitally signed by "0'5`x"'
Wells;Holmes
Date: 2018.10.15
13:05:35 -06'00' 10/10/2018
Wells Holmes,S.E.
MA License: 54240-Expires:06/30/2020
Project Engineer
Enclosures
WLH/jsl
JOB NO.: U2673-0160-181
TSUBJECT: WIND PRESSURE
E n O in E E R S
PROJECT: Jeff Findlay Residence
Com onents and Cladding Wind Calculations
Label: Note: Calculations per ASCE 7-10
SITE-SPECIFIC WIND PARAMETERS:
Basic Wind Speed [mph]: 117 Notes:
Exposure Category: C
Risk Category: 11
ADDITIONAL INPUT& CALCULATIONS:
Height of Roof, h.[ft]: " 1 (Approximate)
Comp/Cladding Location: f Hip?
Enclosure Classification:
Zone 1 GCP: Figure 30.4213 (enter largest abs. value)
Zone 2 GCP: (enter largest abs. value)
Zone 3 GCP: Y. (enter largest abs. value)
a: 9.5 Table 26.9-1
z9 [ft]: 900 Table 26.9-1
Kn: 0.95 Table 30.3-1
Kn: 1 Equation 26.8-1
Kd: 0.85 Table 26.6-1
Velocity Pressure, qh [psf]: 28.2 Equation 30.3-1
GCP;: 0 Table 26.11-1 (largest abs. value)
OUTPUT: p=qh GCP — GCp; Equation 30.9-1
Zone 1 Pressure, p [psf]: 25.3 psf(1.0 W, Interior Zones*)
Zone 2 Pressure, p [psf]: 47.9 psf(1.0 W, End Zones*)
Zone 3 Pressure, p [psf]: 73.2 psf(1.0 W, Comer Zones*within a)
(a= 3 ft)
JOB NO.: U2673-0160-181
TSUBJECT: CONNECTION
E n O i n E E R S
PROJECT: Jeff Findlay Residence
Lag Screw Connection
Capacity: Demand:
Lag Screw Size [in]:
Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib.
(0.6 Wind) Tributary Areal Max. Uplift
Embedment' [in]: (psf) Width (ft) (ft) Force (Ibs)
Grade: Zone
Capacity [lbs/in]: NDS Table 12.2A 1 15.2 11.0 167
Number of Screws: 2 28.7 11.0 316
Prying Coefficient: 1.4 3 43.9 11.0 483
Total Capacity [lbs]: 586
Demand< Capacity: CONNECTION OKAY
1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw.
Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment
length.
2. 'Max.Trib Area'is the product ofthe'Max.Tributary Width'(along the rails)and 1/2 the panel width/height
(perpendicular to the rails).
JOB NO.: U2673-0160-181
TSUBJECT: GRAVITY LOADS
E n O 1 r-1 E E R S
PROJECT: Jeff Findlay Residence
CALCULATE ESTIMATED GRAVITY LOADS
Increase due to Original
ROOF DEAD LOAD (D) pitch loading
Roof Pitch/12
Composite Shingles 2.1 1.07 2.0 psf
1/2" Plywood 1.1 1.07 1.0 psf
Framing 3.0 psf
Insulation 0.0 psf
1/2" Gypsum Clg. 0.0 psf
M, E & Misc 0.0 psf
DL 6 psf
PV Array DL 3 psf
ROOF LIVE LOAD (Lr)
Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1
Roof Live Load With PV Array [psf]
6
w/Solar Panel
SNOW LOAD (S): Existing Array
Roof Slope [x:12]:
Roof Slope [°]: 21 21
Snow Ground Load, pg [psf]: ASCE 7-10, Section 7.2
Terrain Category: ASCE 7-10, Table 7-2
Exposure of Roof: ASCE 7-10, Table 7-2
Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2
Thermal Factor, Ct: ASCE 7-10, Table 7-3
Risk Category: ASCE 7-10, Table 1.5-1
Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2
Flat Roof Snow Load, pf[psf]: 35 35 ASCE 7-10, Equation 7.3-1
Minimum Roof Snow Load, pm[psf]: 0 0 ASCE 7-10, Section 7.3.4
Unobstructed Slippery Surface? 'ASCE 7-10, Section 7.4
Slope Factor Figure: Figure 7-2b Fi ure 7-2b ASCE 7-10, Section 7.4
Roof Slope Factor, Cs: 1.00 0.82 ASCE 7-10, Figure 7-2
Sloped Roof Snow Load, ps [psf]: 35 29 ASCE 7-10, Equation 7.4-1
Design Snow Load, S [psf]: 35 29
JOB NO.: U2673-0160-181
TOR SUBJECT: LOAD COMPARISON
E n O i n E E R S
PROJECT: Jeff Findlay Residence
Summary of Loads
Existing With PV Array
D[psf] 6 9
Lr[psf] 20 20
S[psf] 35 29
Maximum Gravity Loads:
Existing With PV Array
D+ Lr[psf] 26 29 ASCE 7-10, Section 2.4.1
D+S[psf] 41 38 ASCE 7-10,Section 2.4.1
Maximum Gravity Load [psf]: 41 38
Ratio Proposed Loading to Current Loading: 92°x6 OK
The gravity loads in the area of the solar array are decreased;thus,the stresses of the
structural elements are decreased.Therefore,the requirements of Section 807.4 of the
2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure
is permitted to remain unaltered.