10B-038 (6) . 44 FRONT ST BP-2020-0712
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: I OB-038 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-2020-0712
Project# JS-2020-001213
Est.Cost:$24570.00
Fee:$75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group BEYOND GREEN CONSTRUCTION 074539
Lot Size(sq. ft.): 10628.64 Owner: HAAR SAM
Zoning: URA(100)/ Applicant: BEYOND GREEN CONSTRUCTION
AT. 44 FRONT ST
Applicant Address: Phone: Insurance:
13 TERRACE VIEW (413) 529-0544 O WC
EASTHAMPTONMA01027 ISSUED ON:12/9/2019 0:00:00
TO PERFORM THE FOLLOWING WORK.8.19 KW 27 PANEL ROOF TOP SOLAR
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 Occupancy Sig(nature:
FeeType: Date Paid: Amount:
Building 12/9/2019 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
The Commonwealth of Massachusetts
Board of Building Regulations and Standards FOR
Massachusetts State Building Code, 780 CMR MUNICIPALITY
oo 2019 USE
Buildii ig Pe it Application To Construct,Repair, Renovate Or Demolish a Revised Mar 2011
One-or Two-Family Dwelling
DEPT.01 NO THAMPTCI�: This Section For Official Use Only
`��0'�"n
Building Permit Number: Date Applied:
Building Official(Print Name) YSignature Da
SECTIO 1: SITE INFORMATION
1Property Address: 1.2 As s Map&Parcel Numbers
1� r �
1.la 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 ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owne AoG0� �V f Record: , l0A - ,
yicl
Name(Print) City,State,ZIP
L414 °I int - $7G-3%1ls
No.and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORW(check all that apply)
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units Other ❑ Specify:
Brief Description of Proposed Work2: 4 G't, 04—)
SECTION 4: ESTIMATED CONSTRUCTION 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 Cost'(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4.Mechanical (HVAC) $ List:
5. Mechanical (Fire $
Su ression) Total All Fee :,s.
5� //
Check No.ACheck Amount: / D Cash Amount:
6. Total Project Cost: $ 2y�JI O. 0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 07 572 ( �� 26 19
:34e&_1 �kTorLicense Number Expiration bate
Name of CSL Ho
i � List CSL Type(see below)
`�C-er(cicn, \j i- w
No.and Street Type Description
� �nl U Unrestricted(Buildings up to 35,000 cu.ft.
ut
City/Town,State,ZIP' 1 2 R Restricted 1&2 FamilyDwelling
M -Masonry
RC Rooting Covering
WS Window and Siding
L) 1 SF Solid Fuel Burning Appliances
—1 Y d� Q qDdn n. bt I Insulation
Tel hone Eaddres D Demolition
5.2 Registered Home Improvement Contractor(HIC)
HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
No.and Street Email address
Ci /Town, State,ZIP Telephone
SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes .......... 0 No ........... 0
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 R !1V_A l,(�(AtaAct`4' r
to act on my behalf,in all matters relative to work authorized by this building permit application.
50C diMktd l/ g� /`7
Print Owner's Name(Electronic Signature) I Date
SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION
By entering my name below reby attest under the pains and penalties of perjury that all of the information
contained in this applicatio and accurate to the best of my knowledge and understanding.
i7 2tl)
Print Owner's or Authoriz g is Name(Electronic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at
www.mass. ov/oca Information on the Construction Supervisor License can be found at www.mass.gov/des
2. When substantial work is planned,provide the information below:
Total floor area(sq.8.) (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 Industrial Accidents
x I Congress Street,Suite 100
Boston,MA 02114-2017
www mass.gov/dia
Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print Legibly
Name (Business/Organizations/-I}nddividual): rCQ/1 st -Y) n
Address: �j I`��C _ \ le�J FCSat* �1, �44
City/State/Zip: Phone#:
Are you an employer.'Check the appropriate box: Type of project(required):
1.Ey am a employer with employees(full and/or part-time).* 7. ❑New construction
2.[--]1 am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling
any capacity.(No workers'comp.insurance required.]
9. ❑Demolition
1❑I am a homeowner doing all work myself[No workers'comp.insurance required.]'
❑4.4.[:]I am a homeowner and will be hiring contractors to conduct all work on my property. [will 10 Building addition
ensure that all contractors either have workers'compensation insurance or are sole 11.❑ Electrical repairs or additions
proprietors with no employees.
12.L]Plumbing repairs or additions
5.❑1 am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. 13. Roof repairs
These sub-contractors have employees and have workers'comp.insurance: t ^ —
ftb
6.❑we are a corporation and its officers have exercised their right of exemption per MGL e. 1 Cher
152,§1(4),and we have no employees.[No workers'comp insurance required.]
*Any applicant that checks box#I must also till out the section below showing their workers'compensation policy information.
t 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.
Insurance Company Name: C uc r���1 n5"ur
Policy#or Self-ins.Lic.#: -M CAy�.,0 5i Expiration Date:
Job Site Address: �`� I I� G� City/State/Zip: I ly� f'Y✓"''t 1 J��/T ��U�3
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration 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.
I do hereby certify under the pains a r p nalties of per jury that the information provided 7ove istrue and correct.
Si nature: Date: �v 1
Phone#: " WINg
Official use only. Do not write in this area, to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6. Other
Contact Person: Phone#:
Are I D A V1—;
Home ImDrov=Mt cnrtmC r-La'
Supplenimt to ftamt Apphcaao,
frt"WIFM HMM is ptaa at Cln=W,paTait Ap%ji
For Off
.Ice Use OW,
Per=No.:
vw t4_1 A,
the ZA-econsftucrior, a,.WTa1j0n, reliovauoB, re-paiT, m-odernizatiop
,
=Pmvem=4 removal or de=Ht-,�on or Liie -0
ustuctimal of an addition to any pre-exiling owner occupied
b'm!'ding c0umwmg at!castone but no mcrt the fur dwelling unit,or-,-ostt-=ttwcswhich z--c adjacent to such
.
Gr buildingw be dom by register-od �Xceplaau%along-Ailh othcr raquizzncn*.S.
-yPe ofWork:
of WbrL Est. Cm;
Ow mm Name:
D&*e of Permit i Apphcatjon:
1 hereby certify that..
7t'�Ptrnion is not recr.!irw fOT the 15660Vving reason(s):
Work excluded by law
job under$500.00
Bailding nut owrneer occupied.
Owner-Pulling own permit
ether(specify)—
'coke is hereby=given that.
OSIERS PULLING THEIR OWN PERMIT OR DFAUNI 'a WITH UNREGISTERED CONTRACTORS
"FOR APPLICABLE HOME IM-PR0VE-kffiNT'Wf0RK DO NOT HAVE ACCESS TO THE
ARBrl-P-AM-ON PROGRkhl OR GC.AR-A-N=Fr-'rND UNDER W r11- 142A-
Sigaed mderdes of Pedury:
penal
I hely apply for a permit as dee agent of he uw-aw.
-Date-: C<)ntmCtor. BEYONED i---;REE,N CONSTRUCTION Reg.4: 131279
OR: SEANRI JEFPORDS
Not wfthsta-ndingf—he above notice,1 hereby apply `orapemit as the owner of the pmperty.
Date: Owner. Tel.#:
Commonwealth of Massachusetts
Division of Professional Licensure
Board of Building Regulations and Standards
Construction Supervisor
CS-074539 Expires: 11/28/2020
SEAN RJEFFORDS
13 TERRACE VIEW
EASTHAMPTON MA 01027
Commissioner C '"`
(�,�IXe- *�MWWVIWWYAX all Q
Office of Consumer Affairs and Business Regulation
One Ashburton Place - Suite 1301.
Boston, Massachusetts 02103
Home Improvement Contractor Registratior.
Type: Corporation
Registration: 191748
BEYOND GREEN CONSTRUCTION INC. Exoiration: 05!09!2020
13 TERRACE VIPA:
EASTHAMPTON,Mit 01027
Update Addrena and Return Gard.
S n 1 0 20.'XM17
r'��r=`LFn�umrtrrr�n�/1 nr!`"'��assar�:..rll.
Office of Consumer Affairs&Business Regulation
HOf.1E IMPROVEMENT CONTRACTOR Registration valid for individual use only
TYPE:Corccraticn before the expiration date. If found return to:
ReOi on Expiration Office of Consumer Affairs and Business Regulation
81745 05/0912020 One Ashburton Place-Suite 130`
BEYOND GREEN CONSTRUCTION INC. Boston,MA 02108
SEAN JEFFORDS -
13 TERRACE VIEW Not valid withot"t Signature
EASTHAMPTON,MA 01027 Undersecretary
BEYOND GREEN
C0NSTRLC
DEBRIS DISPOSAL AFFIDAVIT
IN ACCORDANCE WITH THE %r_'0M IG'NWEALTH OF
MASSACHUSS DEBRIS DISPOSAL PROVIS=
-T" ONS OF
MASSACHUSETi S GENERAL LAW CHAPTER 40, SECTION
54, A. CONDITION OF BUILDING PERMIT NUMDEP
FOR rDEMOLMON WORK IS THAT THc DEBRIS
RESULTING FROM TH15 WORK SHALL 3E REMOVED FROM
SIVE AND DISPOSED OF I?d A PROPERLY I ICENSED SOLID
WASTE DISPOSAL FACIL_TTY AS DEFINED BY NIGH. C111r
FA.CzLM-
ALTERNATINE ftECyCLING, NORTHAMPTON, MA
Ilk!STR -IT 55
UCTT
_3 BE DISPOSED AND TRANSPORTED BY-
3EyOND GREEN CONSTRUCTION or
;kLTERNATIVE Rrr-CVCLTNG
SIGNATURE
DAVE _.
B C = H
GENERAL NOTES SHEET LIST TABLE AWN
, 111 PROJECT NOTES: NEW PV SYSTEM: 8.190 kWp SHEET NUMEE SHEET TITLE BEYOND GREEN
1.12 THIS PHOTOVOLTAIC(PV)SYSTEM SHAH COMPLY WTH TW CAUFORNA
T-0Ot COVER PAGE CONSTRUCTION
ELECTRIC CODE(CES ARTICLE S9Q ALL
INSTNIATION , COLISTING AD
INSTRUCTIONSAND TIE RELEVANT CODES AS SPECIFIED BY G-001 NOTES
TK&rrHMTYH4MNGMSDCTIONS(AQPPPUCABEWES. HAAR RESIDENCE
SOLAR
113 THE UTILITY INTERCONNECTION APPLICATION MST BE APPRI AND W A-101 SITE PLMyry-BEYONDGREEN.BR
SYSTEM INSPECTED PRIOR TO PARALLEL OPERATIONPLAN
1.1.4 ALL MD SOURCECIRCUV SYSTEM�BO)ESARE DENTIFIEDADUSTEDES,UTIUTY-INTERACTIVE 44 FRONT STREET, A;03 SOLARATTACH6ENTPLAN CONTRACTOR
IN PHOTOVOLTAIC SYSTEMS AS REOURED BY DEC 890.4 8 DEC 090.M PV EEYOND GREEN CONSTRUCTION
MODUIES:0.1703,1EM73Q AND IEOM215,AID NFPA 70 CLASS C RPE NORTHAMPTON MA 01053 E-601 LINE DIAGRAM
2 WSUFR6:U.1741 CERTIFIED,IEEE 15Q,93,519 COMBINER BOXY:UL 17M f E4502 DES IGN TABLES
OR UL 1741 ACCESSORY PHONE:
1.15 DEC W0.35 REFERS SPECIFICALLY TO%NORONDED'PV SYSTEMS,ALSO ASSESSOR'S: NHAMM;010BB:0038L.0001 E-603 PLACARDS ADDRESS:13 TERRACE VIEW
DESIGNATED AS TRANSFORMEPIFSS BY INVERTER MANUFACTURERS ALIO . EASTHAAPTON,MA01027
'NONISOLATED'BY UNDERWRITERS LABDRATORY. 5-501 ASSEMBLY DETAILS
1.1.0 INVERTERS)USED IN UNGROUNDED SYSTEM SHALL BE USTED FOR THIS USE R-001 RESOURCE DOCUMENT
ICEDOX35(G)l LD.NO.: 074539
1.1.7 AS SPEDJRED BY THE AWL EQUIPMENT USED IN UNGROUNDED SYSTBAS R-002 RESOURCE DOCUMENT HIC.NO.:
LABELED 1.1.8 VOLTAGE CALCULATED MANUFACTURER FRONDED TEMP - R-V RESOURCE DOCUMENT ELE.NO.:
UNAUTHORIZED USE OF TMS
COEFFICIENT FOR VOC.IF UNAVAILABLE,MAX DC VOLTAGE CALCULAT® Y DRAwNGSETwTHOUTWIl"I
ACCORDING TO CEC 8W.7. '� R-0O4 RESOURCE DOCUMENT
PERMSSION FROM COMPACTOR ISDN
MounlN GF U s DaPYRIarT uNs
119 ALL INVERTERS, PHOTOVOLTAIC MOIXAES, PHOTOVOLTAIC PARES,PND - � � R-0OS RESOURCE DOCUMENT AND Will GESUBJECT rocTMi
3 SOURCE CIRCUIT C04BIH85 INTBNO®FOR USE IN A PHOTOVOLTAIC DA"ESAND PROSECUf10N5
POW SYSTEM WLL BE IDENTIFIED AND LISTED FOR THE APPLICATION PER
%04 P),SHALL BE INSTALLED ACCORDING TO ANY INSTRUCTIONS FROM NEW PV SYSTEM:8.190 Wi
LIST NG OR LABELING(CEC 110.31. �MR
1.1.10 ALL SIGNAGE TO BE PLACED IN ACC M44CE WTH LOCAL.BUILDING CODE IF "'�
EXPOSED TO SUNLIGHT,R SHALL BE W RESISTANT.ALL PLAQUES AND
SIGNAGE WLLBEINSTALLEDASREOUREDBYTHECECAD*UL PROJECT INFORMATION RESIDENCE
1.21 SCOPE OF WORK: - -'
1.22 PRME CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SPECIFICATIONS 44 FRONT STREET
OF THE GRID-TIED PHOTOVOLTAIC SYSTEM RETROFIT.PRIME CONTRACTOR OWNER NORTHAMPTON,MA 01053
WILLBERESPONSIBLE FOR COLLECTING EASTING ONSITE REOUREMBNTS TO NAME. MAYA BAJAK 8 SAM HAA+.
DESIGN,SPECIFY,NO INSTALL THE E M ROR ROOF-MOUNTED PORTION OF PROJECT MANAGER APN:
4 THE PHOTOVOLTAIC SYSTEMS DETAILED INTHIS DOCUMENT 01 AERIAL PHOTO NAME: NHAMW010BB:0038L:0001
PHONE:
1,3,1 WORK INCLUDES: CONTRACTOR
132 PV ROOF ATTACMrBNTS-SNAP-NA4CK ULTRARAIL COAD KIT NAME. BEYOND(PREEN CONSTRUCTION ENGINEER OF RECORD
133 PV R600NG SYSTEM INSTALLATION-SNPPNRACK LR-40 PHONE.
1.34 PV MODULE AND INVBTTER NSTALLATION-QUELLS QUPEAK DUO BUFG5 319 _
. AUTHORITIES IES HAVNGJURISDICTION
U SOLAR EDGE S8X00+USV
35 PVEQUIPMENTGROiTDNG /ECTOR BUILDNG NORTHAWFTON
a 1 n e e A IS SWNORTHAWT
ON
-MOUNTED PVSYSTEMWRNGTOAROOFOT0NBOX
UTILITY',
t.3.7 PV LOAD CENTERS OF INCLUDED♦
138 PVMET88NG4.DNTORNG OF INCLUDED) DESIGN SPECIFICATIONS
139PV DISCONNECTS ' OCCUPANCY: II
1310 PV FINALCOMWS90NING U �P�ZH OF Mgrs' CONSTRUCTION: SINGLE-FAMILY
1.311(E)ELECTRCALEOUPMNTRETROATFORPV 11 1 o�iX JACOB S. cs6 ZONING: RESIDENTIAL
5 1312 SIGNAGE PLACED IN ACCORDANCE NTH LOCAL BUILDING CODE ' ' f PROCTOR NmGROUNDSNOWLOAD, 40PSF PAPER SIZE fV• WpHSN
t o NWIND RE: C
o 54959 WNDSPEED: 17 MPH COVER PAGE
i 1
SCOPE OF WORK 1 �R�SOIsT1sP���It, APPLICABLECCCESBSTANDARDS
SYSTEMSIZE STC26X315W=8.19" SrONALEH DATE: 09272019
PTC 26 X292.2W=7597KIN 1 S�F� BIILDNG: CODE,MASSSTH
EDITION,ETTS AS AMENDED AL
C DING
(Z6)O.CELLSO.PEAKDUOELK-G5315 FRON 10/07/2019 CODE,C2017 EDITION,AS AkETJDED(BDCMR) DESIGNBY:AG
(1)SOLAR EDGE SEfi000R41S94M FIRE ELECTRICAL MAS AADUSETTSCOMPRDHHENSIVEFIRE
CHECKED BY: N'�
PLAT MAP N VECTOR PROJECT k:U2673.0459.191 SAFETYCODE 027 CMR I p
vREVISIONS5
ATTACHMENTTYPE SNAP-NRACK ULTRA RAL COMP KN -, —Eng—riD nas re.�e.m ma e.a g—we
6 0� _ wpm isailongtran cmhe saa arar Onacki spew ox��ng sI or some
MSP UPGRADE: NO C r^ W EaMelaNe9uMealwr&Meaiacsararte]uBLana T-001,00
as Ona nm�uxi.al mach a me aaean ae er a°�as iaby
S Eiama,s°ranaswessaan°eetrDeanierarsa,.
A 8 C = = F ay G H
C D E F G N
2.1.1 SITE NOTES: 24.9 THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH CEC 690.47 AND CEC 250.50 DC POSITIVE-RED, OR OTHER COLOR EXCLUDING WHITE, GREY AND
2.1.2 A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA THROUGH 250.106.IF EXJS71NG SYSTEM IS INACCESSIBLE.OR INADEQUATE,A GREEN
REGULATIONS. GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING TO CEC 250,CEC 690.47 DC NEGATIVE-BLACK,OR OTHER COLOR EXCLUDING WHITE,GREY
2.1.3 THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS A ANDAHJ. ANDGREEN BEYOND GREEN
UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES. 2.4.10 ACCORDING TO CEC 690.47(C)(3),UNGROUNDED SYSTEMS INVERTER MAY SIZE DC 27,8 AC CONDUCTORS COLORED OR MARKED AS FOLLOWS. CON$T R U C T 1 O N
2.1.4 THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING,MECHANICAL,OR GEC ACCORDING TO EGC REQUIREMENTS OF CEC 250.122.HOWEVER,DC GEC TO BE PHASE A OR L1-BLACK SOLAR
BUILDING ROOF VENTS. UNSPLICED OR IRREVERSIBLY SPLICED.
2.1.5 PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED 2.4.11 IN UNGROUNDED INVERTERS, GROUND FAULT PROTECTION IS PROVIDED BY PHASE B OR L2-RED,OR OTHER CONVENTION IF THREE PHASE PHASE C OR L3-BLUE,YELLOW,ORANGE',OR OTHER CONVENTION
ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION CEC 110.26. 'ISOLATION MONITOR INTERRUPTOR'AND GROUIND FAULT DETECTION PERFORMED PHASE LOR L3-E LU GREY W W W{EYC NDGREEN.IHZ
2.1.6 ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MANTAIMED IN BY'RESIDUAL-CURRENT DETECTOR.'
ACCORDANCE WITH THIS CODE AND THE APPROVED MAMJFACTURERS CONTRACTOR
INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT THE 2,5.1 INTERCONNECTION NOTES: 'IN 4-WIRE DELTA CONNECTED SYSTEMS THE PHASE WITH HIGHER VOLTAGE
BUILDING OR STRUCTURE. 2.5.2 LOAD-SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH[CEC 690.64 TO BE MARKED ORANGE[CEC 110.151 BEYOND GREEN CONSTRUCTION
2.2.1 EQUIPMENT LOCATIONS H
2.2.2 ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY CEC 110.26. 2.5.3 THE SUM OF THE UTILITY RATING
AND INVERTER CONTINUOUS INPUT MAY NOT p){p :
EXCEED 120%OF BUSBAR RATING[CEC 705.12(DX2X3X.
2.2.3 WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED ADDRESS:13 TERRACE VIEW
OPERATING TEMPERATURE AS SPECIFIED BY CEC 690.31(A)(C)AND CEC TABLES 25.4 WHEN SUM OF THE PV SOURCES EQUALS>100%OF BUSBAR RATING,PV EASTHAbPTON MA 01027
310.15(BX2XA)AND 310.15(BX3XC). DEDICATED BACKFFED BREAKERS MUST BE LOCATED OPPOSITE END OF THE
2.2.3 JUNCTION AND PUL BOXES PERMITTED INSTALLED UNDER PV MODULES BUS FROM THE UTILITY SOURCE OCPD(CEC 70S12(DX2X3)j
ACCORDING TO CEC 690.34, 25.5 AT MULTIPLE INVERTERS OUTPUT COMBINER PANEL,TOTAL RATING OF ALL LIC.NO.: 074539
2.2.4 ADDITIONAL AC DISCONNECT(S)SHALL BE PROVIDED WHERE THE INVERTER IS NOT OVERCURRENT DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR. UC.
WITHIN SIGHT OF THE AC SERVICING DISCONNECT HOWEVER, THE COMBINED OVERCURRENT DEVICE MAY BE EXCLUDEDHICNO.:
22.5 ALL EQUIPMENT SWILL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL ACCOR DING TO CEC 7D5.12(DX2X3XC). ELE.ELE.UWTNoazeousEOFrws
ACCORDING TO CEC APPLICABLE CODES. 2.5.6 FEEDER TAP INTERCCNECTION (LOAD SIDE)ACCORDING TO CEC 705.12 DRAWNGSET WTNOUTWRITTEN
2.2.6 ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR (DX2Xi) PEW SSI ON FROM CONTRACTOR IS IN
USAGE WHEN APPROPRIATE. 2.5.7 SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO CEC 705.12(A)WITH MO LL8ESLOJECT O[MLU
AN
SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH CEC 230.42 D<x.GESAND PROSECUTIONS
2.3.1 STRUCTURAL NOTES: 2.5.8 BACKFEEDNG BREAKER FOR UTILITY4NTERACTNE INVERTER OUTPUT IS
2.3.2 RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TOEXEMPT FROM ADDITIONAL FASTENING[CEC 7D5.12(DX5)J NEW PV SYSTEM:8.190 kWp
CODE-COMPLUWT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A HAIR
DESIGNATED SPACE BETWEEN MODULES,AND RAILS MUST ALSO EXTEND A 2.6.1 DISCONNECTION AND OVER-CURRENT PROTECTION NOTES:
MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAYISUBARRAY, 2.6.2 DISCCNNECTING SWITCHES SHALL BE WIRED SUCH THAT MEN THE SWITCH
ACCORDING TO RAIL MANUFACTURER'S INSTRUCTIONS. IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE CONNECTED TO RESIDENCE
2.3.3 JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS'SPECIFICATIONS, THE TERMINALS MARKED'LINE SIDE'(TYPICALLY THE UPPER TERMINALS).
IF ROOF-PENETRATING TYPE,IT SHALL BE FLASHED&SEALED PER LOCAL 2,6.3 DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL,BE
REQUIREMENTS. LOCKABLE,AND BE A VISIBLE-BREAK SWITCH. 44 FRONT STREET
2.3.4 ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND 2.6.4 BOTH POSITIVE AND NEGATIVE PV CONDUCTORS ARE UNGROUNDED. NORTHAMPTON,MA 01053
SEALED VW APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED THEREFORE BOTH MUST OPEN WHERE A DISCONNECT IS REQUIRED, APN:
CONTRACTOR. ACCORDING TO CEC 690.13.
4 2.3.5 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE 2,8.5 DC DISCONNECT INTEGRATED INTO ROOFTOP DC COMBINER OR INSTALLED NHAMM.010B8:0038L:0001
SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER. WITHIN 6 FT,ACCORDING TO CEC 690.15(C).
2.3.6 WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE 2.6.8 RAPID SHUTDOWN OF ENERGIZED CONDUCTORS BEYOND 10 FT OF PV ARRAY ENGINEER OF RECORD
STAGGERED AMONGST THE ROOF FRAMING MEMBERS. OR 5 FT INSIDE A BUILDING WITHIN 10 SECONDS.CONTROLLED CONDUCTORS
s3OV AND s240VA[CEC 690.121 LOCATION OF LABEL ACCORDING TO AHJ.
2.4.1 GROUNDING NOTES: 2.8.7 ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO CEC 090.8,690.9,
24.2 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE,AND AND 240.
GROUNDING DEVISES EXPOSED TO THE ELEMENTS SWILL BE RATED FOR SUCH 2,6.8 BOTH POSITIVE AND NEGATIVE PV CONDUCTORS ARE UNGROUNDED,
2.4.3
EQ THEREFORE BOTH REQUIRE OVER-CURRENT PROTECTION,ACCORDING TO
I CONVENTIONAL PV SYSTEMS,UNGROUNDED PV SYSTEMS REQUIRE
EQUIPMENT GROUNDING CONDUCTOR.ALL METAL ELECTRICAL EQUIPMENT
CEC 240.21.(SEE EXCEPTION N CEC 690.9)NT AND 26.9 IF REQUIRED BYAHJ,SYSTEMWILLINCLUDEARC-FAULTCIRCUITPROTECTION
STRUCTURAL COMPONENTS BONDED TO GROUND,IN ACCORDANCE WITH 250.134 OR
250.136(A).ONLY THE DC CONDUCTORS ARE UNGROUNDED. ACCORDING TO CEC 690.11 AND UL16998.
5 2.4 4 PV EQUIPMENT SWILL BE GROUNDED ACCORDING TO CEC 690.43 AND MINIMUM PAPER 92E 11%Ir pw9 W
CEC TABLE 250.122. 2.7.1 WRING&CONDUIT NOTES:
2.4.5 METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURE 2.7.2 ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. NOTES
CONSIDERED GROUNDED IN ACCORD NTH 250.134 AND 250AWA). CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE
24.6 EACH MODULE WILL BE GROUNDED USING WEEK GROUNDING CUPS AS SHOWN N REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING.
MANUFACTURER DOCUMENTATION AND APPROVED BY THE AHJ.IF WEEBS ARE 2,7,3 ALL CONDUCTORS SIZED ACCORDING TO CEC 690.8,CEC 690.7. DATE' 0927.2019
NOT USED,MODULE GROUNDING LUGS MUST BE INSTALLED AT THE SPECIFIED 21A EXPOSED UNGROUNDED PV SOURCE AND OUTPUT CIRCUITS SHALL USE WIRE DESIGN BY:A.G.
GROUNDING LUG HOLES PER THE MANUFACTURERS INSTALLATION LISTED AND IDENTIFIED AS PHOTOVOLTAIC (PV) WIRE [690.35 (D)]. PV
REQUIREMENTS. MODULES WIRE LEADS SHALL BE LISTED FOR USE WITH UNGROUNDED CHEO(EDBY: NH.
THE REMOVAL OF A MODULE DOES NOT INTERRUPT AA GROUNDING CONDUCTOR 2A.7 THE GROUNDING CONNECTIONTOA MODULE SHALL ARRANGED SUCH THAT MODULES
TO SYSTEMS,ACCORDING TO CEC 690.35(DX3).
6 ANOTHER MODULE. 2.7.5 PV WIRE BLACK WIRE MAY BE FIELD-MARKED WHITE CEC 200.6(AX6)).
REVISIONS
2.4.8 GROUNDING AND BONDING CONDUCTORS,IF INSULATED,SHALL BE COLORED 2.7.6 MODULE WRING SHALL BE LOCATED AND SECURED UNDER THE ARRAY.
GREEN OR MARKED GREEN IF 04 AWG OR LARGER[CEC 250.119) 2.7.7 ACCORDING TO CEC 200.7, UNGROUNDED SYSTEMS DC CONDUCTORS G-001,00
COLORED OR MARKED AS FOLLOWS:
A 9 0 E F G H
A B C D E F G H
GENERALNOTES �
1 FIELD VERIFY ALLMEPSI.REAENTS BEYOND GREEN
2 ITEMS BELOW MAY NOT BE ON TEES PAGE CON 5 T R U C T 1 O N
----- PROPERTYLNNE SOLAR
WW W.BEYONDGREEN.91Z
CONTRACTOR
&YONDGREEIJ WNSTPoJCTION
2
PEEOIE:
ADDfIES:13 TERRACE VEW
' 1 EASTMAITON,MA01027
I LIC.NO.: 071539
I NIC.NO
9.E NO.:
101''1" I UNWTNORZEDUSEOFTRS
DRAWNO SET W TMOUI Nod TTEN
PERNSSION FROM CONIRACTORISIN
1 I
"OLAIJONOFUSCOPYRIGHT[AA6
AMD
W L T 0
SUBJECT L
3 D .ESANO PROSECUTIONS
I
AREA OF WORK NEW PV SYSTEM:8.190 kVp
HAAR
- - ; RESIDENCE
i 44 FRONT STREET
i 38''10 NORTHAMPTON,MA 01053
12'-9" APN:
4 E NHAMM:010813:00381-:0001
WVERTER I ENTRANCE ENGINEER OF RECORD
AC DISCONNECT 1 40'-5'
I Lj
FROM STREET
PAPER SIZE.I I'.17-"g 0)
SITE PLAN
DATE: 09272019
DESMBY:A.G.
CEfMBY: NK.
SITE PLAN "
B O 1 REV510NS
1 X'=1'-0' 0® N s E
A-101.00
A B C D E F G m H CSNEET3)
GENERALNOTES AWN
1 FIELD YERFYALL MEASLIREMENTS BEYOND GREEN
O MODULE STRINGING CON STRUCTION
SOLAR
O MODULE STRINGING
W W W.BEYONDGREEN.BIZ
O CONTRACTOR
BEYOND GREEN CONSTRUCTION
PHONE.
ARRAY 1-8.190 Wi ADDRESS:13 TERRACE VIEW
[x261(N)MODULES EASTHAMPTON,MA01027
TILT:46 DEGREES
ROOF PITCH:1112
AZIMUTH.171 DEGREES
OA AO AO LIC.NO.: 014539
HIC.NO.:
ELE.NO.:
O O O UNWTHORZED USE OF TMS
DRAINING SET W THOUT KRTTEN
PERNS9ON FROM CONTRACTOR ISIN
lAOLADO O O ANDAILLBESUBIECTOCIMLYlaGHT u
DAMAGES AND PROSECUTIONS
O O O NEW PV SYSTEM:8.190 kVp
O O HAAR
O O O RESIDENCE
44 FRONT STREET
O O O NORTHAMPTON,MA 01053
x)(1)uAPN:
xcrloxeox O O O \\--7— NHAMM:0106B:0038L0001
O 0 eD ENGINEER OF RECORD
EXTERIOR PV EQUKENT
(N)(1)INVERTER
(N)(2)AC DISCONNECT
(E)(1)METER
EXTERIOR PV EOU PWNT
(E)(1) 7
PAPER 9ZE I V�M yW 9 B)
ELECTRICAL PLAN
39.4" DATE: 09272019
DESIGN BY:AG.
MODULE: CHED(EDBY: NK
01 ELECTRICAL PLAN rJ 66.3" Q-CELLS
O.PEAK DUO BLK-G5 REVISIONS
315 WATTS A-102.00
G
A 8 C D E F G H
CONDUCTOR AND CONDUIT SCHEDULE W1EL.ECTRICAL CALCULATIONS
D TYPICAL CONDUCTOR CONDUIT CURRENT-CARRYING CONDUCTORS 04 CONDUIT OCPD EGC TEW CORR.FACTOR CONDUIT FILL FACTOR CONT.CURRENT M47(.CURRENT 02594 BASE AMP. DERATED ANP. TERIA TEAR. AL RATING AAIP.0 TERMN
2 10AWGPVWIRE,COPPER FREE MR 2 WA BAWGBARE,COPPER (176(54.7'C) 1 15A 18.75A 55A 41 AA 7510 504 BEY ND GREEN
1 10 AWG THW14-2,COPPER 0.75'DIA EUT 4 WA 6 AWG THWN-2.COPPER 078(54.7'C) 0.8 15A 18.75A 40A 24.32A 75'C 354 CONSTRUCT 1 O N
1 6AWOTHWN-2,COPPER 0.75'DIA EWT 2 WA BAWGTHWN-2,COPPER 008(327'C) 1 25A 31.25A 75A 72A 7YC 654 SOLAR
1 6 AWG THWN-2,COPPER 0.75'DIA EMf 2 WA 8 AWG THWN-2,COPPER 008(32.7-C) 1 25A 31.25A 7511 72A 75"C 854
1 8AWG THWN-2,COPPER 0.75'DIA EMT 2 35A 6AWG THWN-2,COPPER 0.96(32.7'C) 1 25A 31.25A 754 72A 75'C BSA WWWOEYONDGREEN-BIZ
1 8 AWG THWN-2,COPPER 0.75'DIA EMT 2 WA 8 AWG THWN-2,COPPER 008(32.PC) 1 25A 31.25A 55A I 528A 75'C 5m
MODULE STRINGING CONTRACTOR
AO
2 gO MODULE STRINGING BEYOND GREEN O�ISTRUCTION
PHONE:
ADDRESS:13 TERRACE VIEW
EASTHAMPTON,MA01027
TO UTILITY (E)MAIN SERVICE PANEL
GRID(OH) 2401120V 1m,3W LIC.NO.: 074539
200A BUSBAR HK.NO.:
ELE NO.:
UWTHORZEO USE OF THS
DRAW NO SET W TROUT WRTTEN
PERMSSON FROM CONTRACTOR ISIN
NDIAR ON OF U.S.COPYROKT LAWS
AND W LL BE SMECT TO CML
PV SYSTEM EQUIPPED WITH D=EL5MD PROSEC UTIONS
RAPID SHUTDOWN NEW PV SYSTEM 8
DISCONNECT PER NEC 690.12 .190kWP
(E) HAAR
WHIR TILITY RESIDENCE
HANWHA Q-CELLS METER
Q.PEAK DUO LK-G5 315 GROUND NORTHAMPTON,STREET
01053
SOLAR EDGE ROD
4 POWER OPTIMIZER ___ APN:
P320 1 —�I NHAMM:010BB:0038L:0001
JUNCTION BOX SOLAR EDGE 60A NON-FUSED 60A FUSED ® _ (E)GROUNDING
OSE6000H-US(240V) AC DISCONNECT AC DISCONNECT (E) G i ELECTRODE ENGINEER OF RECORD
•�• PV METER C� MAIN
13 02 200A
IN BRANCH D1 os 04 os 35A O6
TO(E)
EAC III LOADS
Dc
WHR
O ` __J
5 13 .. EQUIPMENT LEFT EQUIPMENT RIGHT PAPER SIZE 11 IT•(ANS BI
IN BRANCH OF LINE IS(N)NEW OF LINE IS(E) LINE DIAGRAM
EXISTING UNLESS
THERVWSE NOTED,
DATE 09.272019
DESIGN BY:A.G.
CHECKEDBY: N.K.
6
REVISIONS
E-601.00
A C F G
A B C E
GENERALNOTES
1. FIELD VERIFY ALLAIEASLREIAENTS BEY ND GREEN
CONSTRUCT 1 0 N
SOLAR
ROOF TRUSSES WWW.BEYONDGREEN.BIZ
CONTRACTOR
O BEYOND GREEN CONSTRUCTION
2
PHONE:
ADDRESS:13 TERRACE VIEW
EASTHAMPTON,MA01027
LIC.NO.: 074539
HIC,NO.:
ELE.NO.:
UWv1THOR ZED USE OF THIS
DRAW NG SET W THOUT WRTTEN
PERMSSTON FROM CONTRACTOR I S IN
`AOIATION OF US COPYRIGHT UMS
ANO Wu-BE SUW ECT TO CM L
3 OAMHiES MO PROSECUTIONS
NEW PV SYSTEM 8.190 kVp
HAAR
29'-7r ECTOR RESIDENCE
e n a 1 n e e n e 44 FRONT STREET
NORTHAMPTON,MA 01053
APN:
tN°FMqs90 NHAM M:010BB:0038L:0001
o` JACOB S. 1G
PROCTOR ENGINEER OF RECORD
civil H
No.54953
9FCT TEP�O <"Q
�fSSTONAL ENO't '
10/07/2019
FLUSHMOUNTED SOLARMODULES
ATTACHEDTO ROOF SURFACEISEE
SHEETS-501 FOR MOUNTNG DETAILS) VECTOR PROJECT#.,U2673.0459.191
Veda ShILlU1Bl Engnearmq"A,--.to—W stu lure
wAhloetlm°I'm the—army wd leg crew—eonet°the PAPER SZE I is 17'M9 e)
ROOFMATERIAL -sti gnamrg The aesg,a Iremau+gsya anrenlms
IS ASPHALT SHINGLE sl
a are=Is by anal mama 1—aamea�,ar,d
all aha nm9NWreI asbe°a a the de°gn are oY ahem
Electnraie tlyby 0—Lev— SOLAR ATTACHMENT PLAN
39.4° DATE: 09Z72019
DESIGN BY:A.G.
MODULE: CHECKED BY NK
01 SOLAR ATTACHMENT PLAN N 66.3" Q PEAK DUO BLK-135
315 WATTS A-103.00
A B C D E F G H
BEYOND GREEN
CONSTRUCTION
SOLAR
WMNW.BEYO N DG R EE N.BIZ
SYSTEM SUMMARY MODULES CONTRACTOR
STRINGNI STRING02 REF. OTY. MIKE AND MODEL PMA)( PTC TSC IMP VOC VMP TEMP.COEFF.OF VOC FUSE RATING
PCt&'ERBO%MA%WTPUT CURRENT t5A 154 PMI-26 28 HANWHA O-CELLS QPEAK DUO BLN-05315 315W 2B2.21N 0.89A 9.41A 40.29V 33.46V -0.113VPC(-0.2BWC) 20A BEYOND GREEN ODNSTRU(,TION
OPTIMIZERS IN SERIES 13 13
NOMINAL STRING VOLTAGE 380V 38OV POWER OPTIMIZERS pHaNe.
ARRAY OPERATING CURRENT 10.77A 10.77A REF. OTY. MODEL RATED INPUT POWER TMX OUTPUT CURRENT MAXINPUTISC MAIC DC VOLTAGE WEIGHTED EFFICIENCY
ARRAY STC POWER 8190W P01-26 26 SOLAR EDGE P320 32OW 154 1 11A 1 4811 1 98.8% ADDRESS:13 TERRACE VIEW
ARRAY PTC POWER 7,597W INVERTERS X- THAMFTON,MA01027
MAX AC CURRENT 25A OCPD MAX OUTPUT MAX INPUT CEC WEIGHTED
MAX AC POWER 6,000M F TV MAKE AND MODEL CVOLTA GROUND RATPD, RATED POWER CURRENT CURRENT INPUT VOLTAG EFFICIENCY
DERATED(CEC)AC POWER B4O00W LIC..NO.: 07429
6
11 1 SOLAR EDGE SEBOOOH-US(240V) 240V FLOATING 35A 000W 25A I 16.54 I ON 99.0%
HTC.NO.:
DESIGN TEMPERATURES E.E.NO.:
ASHRAE EXTREME LOW -25.9'C(-14.8'F),SOURCE:BARNES MUNI(42.16';-7272') DISCONNECTS OCPDS UMUTHORZED USEOFTHS
ASHRAE 2%HIGH 32.7-C(90.9'F),SOURCE:BARNES MUNI(42.16';-7272 REF.QTY. MAKE AND MODEL RATED CURRENT MAX RATED VOLTAGE kll-2F2
EF. . RATED CURRENT MAX VOLTAGE DRAWNG SET WTHOUT WITTEN
1 EATON DG222UM OR EQUIV. ODA 24WAC 35A 240VAC PERMSON IFUS CONTRACTDA SIM
WOIAOON OF U.S.C T TO DHT uW;
1 EATON DG222URB OR EQIV. 60A 24UVAC DN#ZESANDVYLLE SL4IJ W-WrI INS
oAAvcESAND PRos>:curlors.
NEW PV SYSTEM:8.190 kVVp
HAAR
BILL OF MATERIALS RESIDENCE
CATEGORY MAKE MODEL NUMBER REF OTY UNIT OTTUNIT PTIO
DESCRIN
MODULE HANWHA O-CELLS O.PEAK WO BLK-GS315 PMI-26 26 1 PIECES I HANWHA O-CELLS O.PEAKDUO ELK-GS315315W 80CELLS,MONOCRYSTALLINE SILICON
INVERTER SOLAR EDGE SE6D00H-US(240✓) I1 1 PIECE 1 SOLAR EDGE SE6000H-US(24OV)6000M INVERTER 44 FRONT STREET
MODULE OPTIMIZER SOUR EDGE P320 POI-23 23 PIECES 1 SOUR EDGE P320 OPTIMZER(REQUIRED PART OF INVERTER'S DISTRIBUTED DC ARCHITECTURE) NORTHAMPTON,MA 01053
DISCONNECT EATON DG222URB SWI-2 2 PIECES 1 EATON DGZ22URB,2-POLE,BOA,240VAC OR EOUIVALENT LPN:
PRODUCTION METER GENERIC MANUFACTURER GEN-METER-80A M1 1 PIECE I ELECTRICAL METER,OWNER APPROVED
4 WIRING GEN-IO-AWGPV-WIRE-CU WR1 180 FEET 1 10 AWG PV WIRE,COPPER(POSITIVE AND NEGATIVE) NHAM M:010BB:0038L:0001
WIRING GEN-&AWG-BARE-CU WRi 90 FEET 1 6AWG BARE,COPPER(GROUND)
WIRING GEN-t0•AWG-THWN-2-CU-RD WR2 40 FEET 1 10 AWGTHWN-2 COPPER,RED(POSITIVE) ENGINEER OF RECORD
WIRING GEN-10-AWG-THWN-2-CU-BLK WR2 40 FEET 1 10 AWG THWN-2 COPPER,BLACK(NEGATIVE)
WIRING GEN-8-AWG-THWN-2-CU-RD WR6 10 FEET 1 8AWG THWN-2,COPPER,REDLINE 1)
WIRING GEN-8-AWG-THWN-2-CU-BU( WRB 10 FEET 1 8AWG TMNN-2,COPPER,BUCK QINE 2)
WIRING GEN-8-AWGTHWN-2-CU-WH WR8 W FEET 1 8AWG TH IN-2,COPPER,WHITE(NEUTRAL)
WIRING GEN-"WG-TMNN-2-CU-GR WR6 10 FEET 1 8AWG THNN-2,COPPER,GREEN(GROUND)
WIRING Gr:N4AWG-THWN-2-CURD WR3-5 30 FEET 1 6AWGTHWN-2,COPPER.RED(LINE 1)
WIRING GEN-6-AWG-THWN-2-CU-BLK WR}5 30 FEET 1 6 AWG THWIF2,COPPER,BLACK VNE 2)
WIRING GEN$AWGTHWN-2-CLLWH WR35 30 FEET 1 BAWL THNN-2,COPPER,WHITE 14EUTRAL)
WIRING GEN-6-AWGTWN-2-CUYOR WR2-570 FEET 1 B AWG THWN-2,COPPER,GREEN(GROUND)
WIREWAY GEN-EMT-0,15'DM WW" 80 FEET 1 EMT CONDUIT,0.74'DW
OCPD GENERIC MANUFACTURER GEN-FU-35A-240VAC F1-2 2 PIECES I 1 I FUSE,35A,240VAC
5 TRANSITION BOX GENERIC MANUFACTURER GEN-AWB-TB-4-4X ,B7 1 PIECE 1 TRANSITIONIPASS-THROUGH BOX,WITH 4 TERMINAL BLOCKS aAVER SIZE It',it"El En
DESIGN TABLES
DATE: 0927.2019
DESIGN BY:A G
CHECKED BY: N K
REVISIONS
E-602,00
A B C D E F G
A B C p E G ��
1 O. . �• , !CAUTION ! o BEYONDGREEN
ELECTRIC MOCK xALIRD POWER TO THIS BUILDING IS ALSO SUPPLIED C O N S T R U C T I O N
WITH RAPID N• iERMNALSONTHE UNEANDLOADS 4=11ESMAY FROM ROOF MOUNTED SOLAR ARRAYS WITH SOLAR
ODi �oTv,E�N nrl PE�NE�MATTACHED AND BE
SEL NOOUtEEAfEEXPLOSEOiOSUNGGNr SAFETY DISCONNECTS AS SHOWN:
TURN RAPID SHUTDOWN WEATHER RESISTANT7SUNUGHT
SWICH TO TFE'OFf' LABEL 3 RESISTANT AND CANNOT BE W W W.NEYONDGREEN.BIZ
POSITION TO SHUTDOWN AT EACH DISCONNECTING MEANS FOR HAND-WRI TTEN PER NEC 110.21(B)
PV SYSTEM AND REDUCE PHOTOVOLTAIC EQUIPMENT CONTRACTOR
SHOCK HAZARD IN ARRAY (NEC 690.15]
BEYOND GREEN CONSTRUCTION
2
LABEL 1
AT RAPID SHUTDOWN SYSTEM P '
[NEc�o.56(cH1)(A». ADDRESS:13 TERRACE VIEW
FASTHAMPTCN,MA01027
BACK FRONT
PHOTOVOLTAIC RAPID N•WN
o AC DISCONNECT a - LIC No. 0745N
SWITCH HIC.NO,:
CwERAi NOCVRRENT: 143A ACSOLAR PV SYSTEI'J
0P WNOVCUAGE. 240VAC PV ARRAY L.NO.:
uNAUTHoatED USE OF THIS
LABEL 4 LABEL 5 LABEL 6 LABEL 7 DRAW NG SET W TIUUr WT4TTEN
AT EACH DISCONNECTING MEANS FOR AT EACH DC DISCONNECTING MEANSAT POINT OF INTERCONNECTION,MARKED AT RAPID SHUTDOWN DISCONNECT SNATCH MAN DISTRIBUTION PERMSS0NFRDICONTRACTORISIN
PHOTOVOLTAIC EQUIPMENT - HaanGN OF u.S COPYRGHT IAM
]NEC 690.531 AT DISCONNECTING MEANS [NEC 690.56(C)(3i]. UTILITY DISCONNECT ANDWLLSESUBJECTTOMAL
[NEC 690 13 AND 590 151 [NEC 690.54]
DAWGES AND PROSECUTIONS.
z
NEW PV SYSTEM:8.190 kWp
MAL
DIRECTORY � 1'PERMANENT PLAQUE OR 0 Mee R
INGCAUTION! NTERACTNE PHOTOVOLTAIC SYSTEM 1 14v�CONNECTEDDIRECTORY PROVIDINGWER SC URC ES. O O PHOTOVOLTAIC SYSTEM O O PHOTOVOLTAIC SYSTEM DISCONNECT LOCATED O THE LOCATION OF THE RESIDENCE
CIRCUIT IS BACKFED WEST SIDE OF THE HOUSE SERVICE
DISCONNECTING MEANS
LABEL B LABEL 9 PLAGUE AND THE PHOTOVOLTAIC 44 FRONT STREET
AT POINT OF INTERCONNECTION:LABEL,SUCH AS LABEL 5 OR LABEL 6 MUST IDENTIFY SYSTEM DISCONNECTING
PHOTOVOLTAIC SYSTEM
MEANS IF NOT IN THE NORTHAMPTON,MA 01053
SAME LOCATION
NEC 705.12(0)(4)] CPN:
4 [NEC�0.56(B)]
WHERE THE PV SYSTEMS NHAMM:010B6:00381-:0001
SYSTEM RE REMTELY L
O INTERACTIVE PHOTOVOLTAIC SYSTEM o o PHOTOVOLTAIC o PHOTOVOLTAIC EQUIPPED RAPID FRROMEAACHOT}ER ASD ENGINEER OF RECORD
CONNECTED DC DISCONNECT
SHUTDOWN DIRECTORY IN
ACCORDANCE WITH 705.10
LABEL 10 LABEL 11 LABEL 12 SHALL BE PROVIDED AT
AT UTILITY METER AT EACH DC DISCONNECTING MEANS AT RAPID SHUTDOWN SOVITCH EACH PV SYSTEM
[NEC 690 56(B)IDISCONNECTING MEANS
[NEC 690 7 J(B)] [NEC 690.56(G)]. _
PV SYSTEM EQUIPMENT
LETTERS AT LEAST 3AB INCH;WHITE ON RED N
AND DISCONNECTING
BACKGROUND,REFLECTIVE MEANS SHALL NOT BE
[IFC 605.11,1,11 INSTALLED IN BATHROOMS
�0 4(D),(E)]
WARHIHIS PHOTOVOLTAIC PHOTOVOLTAICO FOVrIER. RCE)uTF1 T PAPER 9tE1 17-MS BA
POWER SOURCE
AC DISCONNECT 1141ECTION-LX}WTRELOCA
THISOVERCURkEN7 f3EVISL PLACARDS
LABEL 13 LABEL 14 LABEL 15
AT EXPOSED RACEWAYS,CABLE TRAYS,AND OTHER WIRING AT EACH AC DISCONNECTING MEANS AT POINT OF INTERCONNECTION DATE: 09272019
METHODS;SPACED AT MAXIMUM 10 FT SECTION OR WHERE [NEC 690.13(0)) OVERCURRENT DEVICE DESIGN BY:A.G.
SEPARATED BY ENCLOSURES,WALLS,PARTITIONS,CEILINGS, LABELING NOTES [NEC 705.12(B)(2K3)(B)]
OR FLOORS. 1.1 LABELING REQUIREMENTS BASED ON THE 2017 NATIONAL ELECTRICAL CODE,INTERNATIONAL FIRE CODE 605.11,OSHA CHECKED BY: N K.
[NEC 690.31(G)j STANDARD 1910.145,ANSI Z535
LETTERS AT LEAST A INCH,WHITE ON RED BACKGROUND: 12 MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HIVING AHBSDICTION. REVISIONS
6 REFLECTIVE 1.3 LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED.
(If C 605.11.1.11 14 LABELS TO BE A MINIMUM LETTER HEIGHT OF 3A"ANA PERMANENTLY AFFIXED.
1.5 ALERTING WORDS TO BE COLOR CODED.`DANGER-WILL HAVE RED BACKGROUND;'WARNNG'LMLL HAVE ORANGE E-603.00
BACKGROUNA:'CAUTION'WILL HAVE YELLOW BACKGROUND.JANSI Z5351
A E F G H Ei,
C T G H
O GENERALNOTES
SD - BEYOND GREEN
it 9 _, / s2 gELC<ERI11'ALL MEASLflEMEMS C O N S T R U C T I O N I SOLAR
15 $ WWW.BEYONDGREEN.BIZ
O ��T�i 13 14 12
CONTRACTOR
BEYOND GREEN CONSTRUCTION
RACKING DETAIL LONGITUDINAL
ADDRESS:13 TERRACE VIEW
DZ _ O SHEET KEYNOTES EASTHAMPTON,MA01027
1. ROOF MATERWL:ASPHALT SHINGLE
2. ROOF STRUCTURE.TRUSS
1, ATTACHMENT TYPE:SNAPN'RACK ULTRA RAIL COMP KIT LIC.NO.: 074539
4. MODULE:HANVMAQ-CELLS HIC.NO.:
5. MODULE MODEL:O-PEAK DUO BLK-65315 ELF NO.:
RACKING DETAIL (TRANSVERSE) M°DULE LENGTH 39.4 IN.
DRAWING SET W THOUT"q
D)1]� 7. MODULE WIDTH: 4t.2L PERMSc SET 8. MODULEWEIGHT:4t.2O85. vErx45RONEaaMcoNTRACTQRI6IN
NO �" 9. SEE SHEETA-103 FOR DMENSION(S) MOLAMOW
N wnu ee SualEC�ocHLYRGHT UWS
10. MN.FIRE OFFSET:NO FIRE CODE ENFORCED DAMMES MD
GBo5ECI1tIDN9
I1, TRUSS SPACING:28 IN.O O 12. TRUSS SIZE:20 NOMINAL NEW PV SYSTEM:8.190 kWp
U. LAG BOLT DIAMETER:"6 N.
14. TAG BOOT EMBEDMENT:TS 5 HAAR
wl 15. TOTALAREATTACHMENTS.45
O o 18. TOTAL MEA 4716554.FT.
"_ TOTAL MIGHT 1179.30 LES.
RESIDENCE
18. V8IGHT PER ATTACHMENT:2610 LBS.
19. D STRIBUTED LOAD.2.5 PSF
20. MAX.HORIZONTAL STMDOFF:48 IN, 44 FRONT STREET
21. MAX.VERTICAL STANDOFF.
O LANDSCAPE.26 N.,PORTRAIT 33 N NORTHAMPTON,MA 01053
22. STMOOFFSTAGGERNG:YES APN:
23. RAR MANUFACTURER(OR EQUN.):SNAP N RACK
4 249 11
. RAIL MODE
L(OR EQUNALENT):UR40RAL NHAMM:01086:00381-:0001
25, RAIL MIGHT 0.42 PLF.
26. MAX.TRUSS SPAW 8 FT. ENGINEER OF RECORD
27. MODULE CLEARANCE:3 N,MN-B N.MAX.
*ECTOR
RACKING DETAIL (TOP) ` °o-"�
D3NOT TO SCALE jo OF M4,
9
JACOB S. �c
5 PROCTOR ` PA EP RZE n• n•ME e)
CIVIL
No.54953 y ASSEMBLY DETAILS
e FOISTEQ'6vQ.
FSS20NAL Edi, DATE: 09272019
10/07/2019 DESIGN BY:A.G.
CHECKEDBY: N.K.
VECTOR PROJECT d:U2673.0459.191
5 DETAIL(TRANSVERSE} �DETAIL�LONGITUDINAL) w�aim Awa slag p..N.t,t° REVISIONS
na W T.o-e,ame-"a,.-a:,naa�sne
4aaP anee Mea,enal by rI— a em S-501.00
EIW—IIs by w asomsabb aea�nee Manes
Eleanrel is by avers.u4ess asmoea by Deas Lessen
A = D E F G m H
A Bwa C D E F G H ��
' BEYOND GREEN
CONSTRUCTION
Imx«M 6Y
SOLAR
DUO! HANICAL SPECIFICATION
66.31n.39./In.l.26in(Nclunnw tonne': �`•, WWW,t �t�NEE�t.Otz
(1685mm w 1000mm.32mm)
IVa 1111x111.7Yal CONTRACTOR
- •.7wraw Qlil-(!sone al.nWb ax4baaa/anslM a6rragNe bras6a0' ��
31114X11 bnw.6o.naP
2 Imo. eaa..ew4rYnn.n BEYOND GREENOOI4STRUCf10N
Y
S.20 nnn.nYrr6n.0AWOM 6W W hada(Y
1 Alallhai I76J.35 n.1912.70�n.691-0aain + PHM:
1 (76a5mm.90.10-.1 i21 wkl,-..A XV -
i16a tmm+.901190;1.1.43.9 n 11100mw),f-1.43 3a 1110pmn1 I ADDIM:13 TERRACE VIEW
--
',..� wan.cwe.cs w,/.Ii+6e _._.._-. -- �.1�',.�..,.
EASTHAMPfCN,M401027
ELECTRICAL CHARACTERISTICS
0 • , DUO 300-320, rorrta Wss Sao 3os 310 315 330 LIC.110.: 014539
1111111 rs9soawAwr.r.1326320 msr co.5mo3s,src trowel rou.Axcr 1901-ox;
,4�wrr A- (a9 TOC MS 310 315 3E0 HC.Ni
Q.ANTUM SOLAR MODULE �tAMr1.A,wnw' 6 LU 912 .9a. &E Na:
4Fa11,aRwrAs/'
V. fYl 3948 39./� 40.01 1029 4036 UNAUTHORIZED USE OF THIS
Yw.lwiwr 4 lAl 915 9.71' 9.36 941 947 DRAWNGSETWTXOUr WRTTEN
___ -__ PERMSSONFROMCONTRACTORI61N
The new O.PEAK DUO BLK-GS solar module from Q CELLS impresses with 10ern, Y-r m 32.43 JZ7 33.;2 3346 33.90 MOLATION OF US COPYRIGHT LAWS
p AelwwF' 4 1%1 7A j 118.1 116.4 z1A7 j ani ANOWLL BE SLelECT TO CML
3 its ouManding visual appearance and particularly high performance .Nrrrs.oaw4a r.rNo.wwa.ra.o.ccalomals,`s DAMAGEsumPROSECUTIONS
on a small surface thanks to the innovative D.ANTUM DUO Technology. 1...190 rx, (a) m.) 2x71 2316 2353 .1
Q.ANTUM's world-record-holding cell concept has now been combined ! r+�+d•w 4 (A] 113 I ss 792 197 231ao1 NEW PV SYSTEM:8.190 WAD
with state-of-the-art circuitry halt cells and a six-busbar design,thus aa.°a'aY'4' Y. m n.28 s1A0 3166 3191 3a�� HAAR
achieving outstanding performance under real conditions-both with •"' u w /.76 1'�O 231 /41 /A5
YMr,.al/, Y«, IYI 30.18 31.11 i 31.H 31.16 323
low-intensitysolar radiation as well as on ho clear summer days. ----
4
4T RESIDENCE
Q.AMUN TECHNOLOGY!LOW LEVELIZEO COST OF ELFC7NICITY at'W tiaalYaN,ta3aa.Nn naral6NA.a low nMMANCt
Higher yield per surface ,lower 90S costs,higher power 2• -��' �..ra wrox sa+nrr w
classes,and an efnciency rate of up to 19.3%.
44 FRONT STREET
wl..m a6sren NORTHAMPTON,MA 01053
1 oar.w .w.,.mMx e E• ---
INNOVATIVFAII-WEATHER TECHNOLOGYi• t..o..,,..y i APN.
Optimal yie ds,whatever the weather with excellent low-fight {p 1+.13232...1-aa+^.•r•�,.. _
4 and temperature behavior. E• g, NHAMM:010BB:0038L:0001
J ENDURINGHIGHPERFORMANCE ENGINEER OF RECORD
s+m melt:m�a�eo,.125•C.Inrc W/mry.
(�I Long-term yield security with Anti LID Technology, OOEIIS --•Y•--.... �
Anti PID Technology'.Hot Spot Protect and Traceable Quality T2.Q^'. RMPFMTUaf p[i11CIENl9
6na4rro I..r.aYw 19090.1114: a Ill .0.04 hi.,-I.WW6w r Y. F 1%/O
EXTREME WEATHER RATING . Iwww.m^1+1.1111., r I%/R7 0.31 Y..r a.6rlNw
nrau1141,«.W4 war IKI :09 s5,4113 n]'CI
HlgMtech aluminum alloy frame,certified for high snow PROPERTIES FOR SYSTEM DESIGN 2019 y
(5400Pa)and wind loads(4000Ps)regarding IEC. rwu_sn6.l s~r- m 1000($EC)i'ODO(uU srq 661
wu11�f6n90 rr.6 R.Y.3 URI 20 W.a4111 CIIEC)iTYPE i:UL)
O In!s'aLE INVESTMENT • tY..a6.sp 1x64 lvm1he NlY IY,11'I 76(X90h1I56[2661h1 ,.6.Ia6.rx.,N N.vrr«. 40•i.om n:e5•F
Inclusive l2-year product warranty and 25-year =. ,,,dm 140•c uoto.a5•m
1lneer performance guanntee2. Il.v Tl WL 11111 NI IY("ID, tali 11315400Pe`/81(4000P.1
,. +n,m6nl:rnn rvrcal
�.. /
1547 �•
5 STAR OF THE MT ANRNJIE TFGXMOL06Y - '
4 PAPER 9ZE 11.611'VAS 8
' Q.ANTUMDUOCombinescuttingedgecellseparahon 1m4ta5.m;4acmm.2ouwo.w..,.w.a 901«rM.411w�rrlw � _ ,_3z
and lnrimatne wiring with Q.ANTUM Technology 6 APT less co•,ertlnn.cm,u,rw ro Iww r nlNw.«u n«w 90
E er«rrlNalw.p c+blww, 3. RESOURCE DOCUMENT
IECrTS 6286%1:2015,
-OW 81-1500Y,16910 D E
s 7a.tan ah6a1 on raw fa fuM1 I l/90AI611130.,n.11901.1)
THE IDEAL SOLUTION FOR: a(0""0110n' 1321 1.W 143616.(642vr 6 DATE' 09276019
Iso,i,ww t r 1119090.sw u.,.w..wi.ra 90.1.:90 mxw61«wesi - ...uww1,«I•,.I.r .I>.wum on+m.wo,.nrwo�wo,w
DESIDIIBY:AG.
c loo..9090„[.,1.1...s.a 1x60.��ww.u4741e.3264 Tn,:9497.e 9094 666...w•ra..l n..mn x6.....1 r..w CIfQ(®BY: NK
8 Engineered in Germany Q CEIIS REV!IM
R-001.00
A B C 0 E F G H (SHEET 10
E D ar E F G
BEYOND GREEN
J Single Phase Inverter CONSTRUCT 10 N
With HD-Wave Technology for North America SOLAR
SE3000H-US/SE380OH-US/SE5000H-US SE6000H-US WWW,BEYONDGREEN.BIY
Single Phase Inverter Z SE760OH-US/SE1000OH-US/SE1140OH-US
S1�001)11 US S(1100II LIS S[5000! A600014 US S[7600H US S(1000014 US SL1140011 US CONTRACTOR
with HD-Wave Technology OUTPUT DNDGREEN OON9TRUGTiGN
mFred AC Pi OIR 30N 3330D 02MV 5000 SOW O� F00 TA00 a
Matlm.,m Ac ww.sr ompd W 33M�� i00U sm®zx�6aWv 7Tm 1NOU too s��" PHONE:
for North America ACO.W Maui,
iMr.Non-Mv r
ADDRBS:13TERRACE VEW
`�e2w y,SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US AG ,xAfge EASTHAWTON,M
A01027
Pa3m-61,31
SE760OH-US/SE1000OH-US/SE1140OH-US Fr (NgMsmMtl_CoRrooutput
125 K 11 ]5- 31 4T a]5 LI',�; D]�g
antes c2 Me.NO.:
�,..<_..�__ Maanwmcgmnu�Warw, w za 46s --
Stlr ,l!) ewm pmav SIE NO.:
LnA■ (''Erie lr,r¢snplC t UNNITHDRZED USE OF THIS
1MNy Monim ,1,1andl, DRAWNG SEF WTHOUT WRITTEN
.-,f{() Ro[axllcn Country Cafg"e xk PERMS SI ON FROM CONTRACTOR ISIN
ThreshaMs NO(ATON OF U.S.COPYRGHT LAWS
- 11 INPUT AND WLLeE SUBJECT TO CIWL
DAvaGESANo PRosecurloNs.
r M¢rmser OC Power®2aav A650 5900 '1150 9300 1"9W 15500 n650
Meal CC Po-®2arysmo nso 15sm NEW PV SYSTEM:8.190 kWp
O _.. O TrfsMne t uJnq,puMed –_ `kc i
.... ,�m� HAAR
P
•••• �Ndnlnal DC IMut Whape 390 100
- Mawn�.�nP'ae..em�mzmr' as ws 3.s 16.s zo n Sas
• • �' u:dr,,,,muwu cwR,rt ap20aN"- -- 9 --- as 27
,. Ma NW SMgC¢ukLu,rxx a5 RESIDENCE
p • - Rcver.Po'x:y RvtacUan Rs i
Gond-1,a x m x w,aie wn G p v
5er6M1Ndy 44 FRONT STREET
Maximum I_.Ef<,i 99 992 NORTHAMPTON,MA 01053
CEi wNghed Efciexy 99 99�2aCv APN:
96.5®209v
e • • • Nghlfnx,P,,(—Vim z+ W NHAMM:010BB:0038L:0W1
�' _. .......:. .:.... !ADDITIONAL FEATURES
5vpported edmmuncPrgn I"""a VAS.Fthemee Z 96ee wanoreo.CPaw,f.N_R ENGINEER OF RECORD
Rese,ue Grade Data.ANSI C220 de'_"n
Wa d Sh,Mlown-NEC 20W and Aln'):nah.Papb ShYdoAn upon M GM D11mnrKil
Optimized installation with HD-Wave technology 01GD12---- -
STANDARD COMPLIANCE
4 rcY ulnae.MV41 SA U:1RM CSA 0222.Canaban ArCI ac ,q is TEE M-07
/ Specifically designed to work with / Extremely small G,a ca„ t- e 21 R,W 14 Mo
power optimizers TU Parc is Cuua
/ Record-breaking efficiency / Built-in module-level monitoring INSTALLATION SPECIFICATIONS - - ---
3/4 mavmyrr/.6 AWG 3/4'.n—/14.4 ANG
/ Fixed voltage inverter for longer strings / Outdoor and indoor installation DC Elena Gomonsim/a d SaNgs/
AWG Rn 3i4'rrmmum/1-211/.b A1VG 3/4'—/1-34triaga%N6 AWG 1
5 (xnxm wu wMh SarM SMch PAPER SIZE I I'a 17'(ANS I3)
if Integrated arc fault protection and rapid shutdown for if Optional:Revenue grade data ANSI C12.20 1Haw1,rn 1711,.6x68/450.370.ria 213 A6.7a/W.310 •sem�.m
NEC 2014 and 2017,per article 690.11 and 690.12 Class 0.5(0.5%accuracy) v✓«�gm A.6,s.Miy sY,Nm zz/m zs.una x61/ns 36d/n.6 iui Ec RESOURCE DOCUMENT
Na>e
'25 659 mn
/ UL1741 SA certified,for CPUC Rule 21 grid ;.«,ring NaOnal a1,um -
compliance oyxr.ra,pgrrnerauaaRanga 4cro 1410/2sm,wAtAD'rtro'caR,bnr^ i-ri c- DATE: 0977.2019
Pro;rMmRxwg NEMA 0 Omens Mlh S."Wit&) DESIGN BY:A.G.
� as�w.+�uv�.caRaq paa�+�Pw„
solar- - .� ���,+,nHre, ��m,r��,�1,,a�a�..�
1 R�.n pa�+iPd xP„an w50WcnN` .��wNr.,,r.•rcwyewnnev�-,.mo,raw= ...,c- Froom CHECMBY: N.K.
wlarecige.com 1H t�wA1�a�.a,n
ROHS REVISIONS
R-002.00
B C = E F G H
< E C D E
/ Power Optimizer 0`'\
For North America BEYOND GREEN
P320 P340/P370/P400/P405/P505
Power Optimizer C O N S T R U C T I O N
p �' SOLAR
For North America II
W W W.BEYONIOGREEN.BI2
P320/P340/P370/P400/P405/P505 CONTRACTOR
rT'1 INPUT EEYOND GREEN WNSTRUCTION
_ _
IK Pp..y. 310.. ..370. ....100 175 SGS W
25 XO M% lua•f Iatpw•Lae) :a w eG 17sw bra WK PHONE:
u1VToa[rr e•.e b-ru b•eG vs-us sus-a3 ax ADDRESS:13 TERRACE VIEW
Nylnaxn shat Chub Ctxttxx
OKI 01 w AKk EASTHAMPTON,MA01027
T Ataa'nu'G[hW.C✓Rat 13.7S R63 ris .W[
y w+wn.n,Ek+em 995 __ R
LIC.NO.: 074539
Weglgd HCeay 9B8 9!b %
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) HTC.NO,:
ELE.NO.:
- UNNJ NORZED USE OF THIS
DRA1MNGSETW1THOtJTM17EN
OUTPUT DURING STAMM(POWER OPTRAM DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE PERMSSDN FROM CONTRACTOR ISHN
N INVERTEROFF) _ _ � NDLATIDN OF US COPYRCHT LAWS
MOW BESUBJCIML
CTIO
wety�� I DPANGESANGPROESECUTIONS
STANDARD COMPLUNCE
M €'"S _ cCIWVLCw JELO000±zleCemG-o-3 NEW PV SYSTEM:8.190kWO
S-*Y 4Cb2Y9-1 TL pyhtA UL1741
xws »� _ HAAR
W5TALLA710N SPEOFKATIONS ..
AWiiiiii RESIDENCE
(cnpYN;MrMs NSPM P11ata Md"IaN PNnlxMrgn
Oftnlir [WxLx F9 179=153x27.5129.W.W/
5.1x615.1x63.1.9 5.1161=23 44 FRONT STREET
b)
rtlG30/l4 750/177 BI5/19 x161/23 /ir
WA. NORTHAMPTON,MA01053
OAPutW /camK9,r t3aaetr•JaYa.W4 "-
OIMP�I_NM.Iw 0.95/30 t2/19 m/ii APN:
Y'Px WR LP N me/Os2 M-/-1t NHAMM:010BB:0038L:0001
CIEW. 9mµa4WR~
PV power optimization at the module-level t R IU/taEMNP - ENGINEER OF RECORD
Ra4w.HynNp 0 ,e -- %
x MN M W.1eNxne�..
a Nff Mtlna�mwy^W.;-:
/ Specifically designed to work with SolarEdge / fast installation with a single bolt
inverters
/ Next generation maintenance with module-
/ Up to 25%more energy level monitoringSinTh, 1 8 1
/ Superior efficiency(99.5%) / Meets NEC requirements for arc fault — --
protection(AFCI)and Photovoltaic Rapid Sang LVH zs 25 Sox,
/ Mitigates all types of module mismatch losses, Shutdown System(PVRSS) s+au t6aoo axm
from manufacturing tolerance to partial a+.o<,am P.—PH SU q SE16M US SM4M stw Bopp„ t275P w
$ shading / Module-level voltage shutdown for installer -F1aA$Pays LeSpN LIS - PN'ER SIZE 11*07'A4ee)
and firefighter safety a Pr.W_
/ Flexible system design for maximum space RESOURCE DOCUMENT
utilization _1101.50—
r9n nxae A•,3trrylnmlaon to ttwt Kc•.y10ow6xm re,P:nrmei6 ukbbCaWWbitKme 3w remlHatetx
MSt NIaaSrVaq.6-a•Nawaa+dwmasmwnr 1^19 wan.1a,uag.wronMe Maaw 0 anterP«u..b L011xJ51aa.xn
:.T s,aa,w-1�u7..==,o.+..e��a.waxy.wm,wow
..siawsusxvNscsnlwsu wxus+•aa.am�nwaPm'.. avvw.r,..ay..aD,.....e tal�.,..,,a.omr�u P•�.na.uesawsasuaus, GATE: 09272019
� -
solaredge.com solare e z y DESIGN BY:A.G.
aw'°`.."1e..rfiOi�r~a.�r�r..'�...�ao�r+a4s.T Tr;m o a. ...�.�a..,.��.,«...�sd.ww•w•.>
CE RoHS CHECKEDBY: NK.
.,«t.«..�..,�,...
6
R-003.00
(SHEET 12)
A 6 C E G H
BEY ND GREEN
__ ___ CONSTRUCT 1 O N
��SNAPNRACK,
DRAWN BY: M DESCRIPTION: DRAWN BY: f ULTRA RAIL COMP KIT mwaddns S`I U U u ,� SNAPNRACK,ULTRA RAIL COMP KIT _mwatklns u U`�2 Mck SOLAR
--Wns Moly
REVISION: _.__..._ REVISION:
PART NUMBER(S) PART NUMBER(S):
CONTRACTOR
B �rwlrwiwrwl:lr °'rww B My rre..r
SEE BELOW � SEE BELOW EEYOND GREEN CONSTRUCTION
UMBRELLA L FOOT PROPERTIES ! PHONE:
�Q SKU DESCRIPTION
ADDRESS:EASTHAAAEVEW
242-01219-ULTRA RAIL UMBRELLA L FOOT,SILVER EASTHANIPTON,M401027
242-01220 ULTRA RAIL UMBRELLA L FOOT,BLACK I
1.37-.4 01*
LIC,NO.: 074539
HIC.
i 38 30 ELE NO.
-- ---r 1.00 j ELE.NO.:
Swr
' UNW SSI ON FROM CON T AC
1 I , ORAWNG SET WTHOUT WRITTEN
PERM 59011 FROM COMRMTOI7ISIN
WOUTIONOFUSCOPYaaITLAWS
3 / .—_ I 3.25 I onuAGESAAN�OSEcu PROSECUTIONS
OO 1.78 1.62 - — L NEW PV SYSTEM:8.190 kWp
2 HAAR
1.80
_COMP FLASHING PR_OPERT'IES _- RESIDENCE
SKU DESCRIPTION
J 232-01375 COMP FLASHING,9-X 12-,BLACK ALUM 44 FRONT STREET
�0 232-01376 COMP FLASHING,9^k 12 SILVER ALUM NORTHAMPTON,MA 01053
APN:
4 . ~ NHAMM:010BB:0038L:0001
�►� — ENGINEER OF RECORD
30 ll.co
6.75
errwMamas oeOmllrae
i
11.75
R.;
_ PARTS LIST ------ 4.20 .»;
_....�......�..._.WJ..,_. �..
TTEM
-PART NUMBER DESCRIPTION 1050
C 1 1 242-92266 SNAPNRACK,UMBRELLA LAG,TYPE 3,41N,55 Ll PAPERSIE ir,v'(ANI SI
2 1 1 1242-01219,242-01220 SNAPNRACK,ULTRA FOOT FOR U FLASHING,SILVER/BLACK c� 1 RESOURCE DOCUMENT
3 1 1 232-01375,232-01376 SNAPNRACK,COMP FLASHING,9IN X 12IN,SILVER/BLACK ALUM
MATERIALS: 16000 SERIES ALUMINUM,STAINLESS STEEL,RUBBER X45.35
DESIGN LOAD(LBS): 405 UP,788 DOWN,236 SIDE 3.2S DATE: 09272019
ULTIMATE LOAD(LBS): 2006 UP,4000 DOWN,1070 SIDE O DESIGN BY:AG.
TORQUE SPECIFICATION: 12 L64T
_ _.__... ._ ---- -- 8.75 .45— CHECKED BY: NK.
CERTIFICATION: UL 2703,FILE E359313;WIND-DRIVEN RAINN TEST FROM UL SUBJECT 2582
6 WEIGHT(LBS): 0.80 --... -.----_. .--.... _ ALL DIMENSIONS IN INCHES REVISICNS
R-00.5.00
A 8 C m D E F G H
A B C D E G H
DESCRIPTION: DRAWN BY:
SNAPNRACK,UR-40 RAIL mwa*lns y�Iynl SEYQND GREEN
--_ __
REVISION: Solar"""ndngSolu u CONSTRUCT 10 N
PART NUMBER(S):
_
stwrmrr,smnua.wlrµ000,u wNt,MA
Not NnitOtpl•fMNW t0aa
232-02449,232-02450,232-02451 SOLARWWW.BEYONDGREEN.BtZ
CONTRACTOR
EEPONDGREEN CONSTRUCTICN
2
PHONE:
ADDRESS:13 TERRACE VIEW
EASTNAMPTON,MA01027
LIC.NO.: 074539
HIC.NO.:
ELE.N0:
UNAUTHORIZED USE OF THIS
DRAMS SET W TROUT VOTTEN
PERMS90N FROM CONTRACTOR I SIN
NOIARON OF U.S.COPYRIGHT IAM
3 AND W LL BE SUSIECT TO CML
OAAAGES AND PROSECUTIONS.
NEW PV SYSTEM:8.190 kWp
io HMR
RESIDENCE
44 FRONT STREET
1.50 NORTHAMPTON,MA 01053
1.0099 22 ABN:
4 � NHAM M:010BB:0038L:0001
i
ENGINEER OF RECORD
UR 40 RAIL T1.62 1.56 1.38 .06
PROPERTIES
SKU FINISH
232-02449 MILL 11
2CLEAR
32 02451 BLACK1 I i
.09
6 .06 PAPER OLE.II a17'(AN9S)
RESOURCE DOCUMENT
ALL DIMENSIONS IN INCHES
MATERIALS: 6000 SERIES ALUMINUM OPTIONS: DATE: 0927.2019
DESIGN LOAD(LBS): N/A CLEAR/BLACK ANODIZED DESIGN BY:A.G.
ULTIMATE LOAD(LBS): N/A MILL FINISH CHECKED BY: N.K.
TORQUE SPECIFICATION:
N/A LB-FT _ BUNDLES OF 144
6 CERTIFICATION: UL 2703_,FILE E359313 REVSIONS
WEIGHT(LBS): 5.85 K^_004,00
A B C D E F G H (SHEET 13)
T �E R S
E n O I n E
VSE Project Number:U2673.0459.191
October 7,2019
Sofdesk Inc.
642 de Courcelle, Suite PI-14
Montreal,QC,Canada,1-14C 3C5
REFERENCE: Maya Bajak&Sam Haar Residence: 44 Front Street,Northampton,MA 01053
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
Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation.
Design 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
Existing Roof Structure
Roof structure: 2x4 manufactured trusses C,24"O.C.
Roofing material:asphalt shingles
Roof pitch: 11:12
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 r >ltlft tide
The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on
the panels. The gravity loads and, thus, the stresses of the structural elements, in the area of the solar array are either
decreased or increased by no more than 5%.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.
651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com
VSE Project Number: U2673.0459.191
Maya Bajak Sam Haar Residence
T O IR 10/7/2019
E n O I n E E R S
The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we
conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible.
The attached calculations 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 as referenced in 780 CMR Chapter 34, 9th Edition. Thus the existing lateral
force resisting system is permitted to remain unaltered.
Limitations
Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed
must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify
Vector Structural Engineering, LLC should any damage,deterioration or discrepancies between the as-built condition of the
structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except
at array ends, so as not to overload any 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
Vit;;', TA OF Mq
ss'c
Digkalty �o'� JACOB S.
tiN
ir,ro.,
PROC8 PCIVIL yNo.54M
13:12:47 ` A �
S/OVAL ti
10/07/2019
Jacob Proctor,P.E.
MA License: 54953 -Expires:06/30/2020
Project Engineer
Enclosures
JSP/brw
651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com
JOB NO.: U2673.0459.191
TSUBJECT: WIND PRESSURE
E n G I n E E R S
PROJECT: Maya Bajak & Sam Haar Residence
Com onents and Cladding Wind Calculations
Label: ISolar Panel Array Note: Calculations per ASCE 7-10
SITE-SPECIFIC WIND PARAMETERS:
Basic Wind Speed [mph]: 117 Notes:
Exposure Category: C
Risk Category: II
ADDITIONAL INPUT& CALCULATIONS:
Height of Roof, h [ft]: 15 (Approximate)
Comp/Cladding Location: Gable Roofs 27°<0 5 45°
Enclosure Classification: Enclosed Buildings
Zone 1 GCP: 1.0 Figure 30.4-2C (enter largest abs. value)
Zone 2 GCP: 1.2 (enter largest abs. value)
Zone 3 GCP: 1.2 (enter largest abs. value)
a: 9.5 Table 26.9-1
z9 [ft]: 900 Table 26.9-1
Kh: 0.85 Table 30.3-1
Ke: 1 Equation 26.8-1
Kd: 0.85 Table 26.6-1
Velocity Pressure, qh [psf]: 25.3 Equation 30.3-1
GCP;: 0 Table 26.11-1
PRESSURES: p= qj, (r('t )— (,(,,,, Equation 30.9-1
Zone 1, p [psf]: 25.3 psf (1.0 W, Interior Zones*)
Zone 2, p [psf]: 30.3 psf (1.0 W, End Zones*)
Zone 3, p [psf]: 30.3 psf (1.0 W, Corner Zones* within a)
(a= 3 ft)
JOB NO.: U2673.0459.191
YE C TOR SUBJECT: CONNECTION
E n G I n E E R S
PROJECT: Maya Bajak & Sam Haar Residence
Lag Screw Connection
Capacity: Demand:
Lag Screw Size [in]: 5116 '
Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib.
(0.6 Wind) Tributary Areae Max. Uplift
Embedment' [in]: 2.5 (psf) Width (ft) ftz Force (Ibs)
Grade: SPF (G = 0.42) Zone ( )
Capacity [lbs/in]: 205 NDS Table 12.2A 1 15.2 4.0 11.0 167
Number of Screws: 1 2 18.2 4.0 11.0 200
Prying Coefficient: 1.4 3 18.2 4.0 11.0 200
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 of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height
(perpendicular to the rails).
JOB NO.: U2673.0459.191
yTO R SUBJECT: GRAVITY LOADS
n G I n E E R S
PROJECT: Maya Bajak & Sam Haar Residence
CALCULATE ESTIMATED GRAVITY LOADS
Increase due to Original
ROOF DEAD LOAD (D) pitch loading
Roof Pitch/12 11.0
Asphalt Shingles 2.7 1.36 2.0 psf
1/2" Plywood 1.4 1.36 1.0 psf
Framing 3.0 psf
Insulation 0.5 psf
1/2" Gypsum Clg. 2.0 psf
M, E & Misc 1.5 psf
DL 11 psf
PV Array DL 3 psf
ROOF LIVE LOAD (Lr)
Existing Design Roof Live Load [psf] 20ASCE 7-10, Table 4-1
Roof Live Load With PV Array [psf] 20
w/ Solar Panel
SNOW LOAD (S): Existing Array
Roof Slope [x:12]: 11.0 11.0
Roof Slope [°]: 43 43
Snow Ground Load, p9 [psf]: 40 40 ASCE 7-10, Section 7.2
Terrain Category: C C ASCE 7-10, Table 7-2
Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2
Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2
Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3
Risk Category: II II 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? No Yes ASCE 7-10, Section 7.4
Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4
Roof Slope Factor, Cs: 0.85 0.46 ASCE 7-10, Figure 7-2
Sloped Roof Snow Load, ps [psf]: 30 16 ASCE 7-10, Equation 7.4-1
Design Snow Load, S [psf]: 30 16
JOB NO.: U2673.0459.191
TOSUBJECT: LOAD COMPARISON
E n G I n E E R S
PROJECT: Maya Bajak & Sam Haar Residence
Summary of Loads
Existing With PV Array
D [psf] 11 14
Lr[psf] 20 20
S [psf] 30 16
Maximum Gravity Loads:
Existing With PV Array
(D+ Lr)/Cd [psf] 25 27 ASCE 7-10, Section 2.4.1
(D+ S)/Cd [psf] 35 26 ASCE 7-10, Section 2.4.1
(Cd=Load Duration Factor=0.9 for D,1.15 for S,and 1.25 for Lr)
Maximum Gravity Load [psf]:1 35 27
Ratio Proposed Loading to Current Loading: 77% 70K
The gravity loads and;thus, the stresses of the structural elements, in the area of the
solar array are either decreased or increased by no more than 5%.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.