5 WALL ST - BUILDING INSPECTION ' I
(93
3�S
The Commonwealth of Massachusetts 3s
Board of Building Regulations and Standards C�Y OMB
t Massachusetts State Building Code,780 CMR S`TLEMeq
RevzsRMar 2#+ is -
n
lv 1 Building Permit Application To Construct, Repair, Renovate Or Demolish a N t
One-or Two-Family Dwelling t7t ,
This Section For Official Use Only r
Building Permit Number: Date Applied: l
1 Building Official(Print Name) Signature -tattems'" -
S V e SECTION 1:SITE INFORMATION
1.1 Property;di rpsg; 1.2 Assessors Map& Parcel Numbers
L l 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 ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard /
Required Provided Required Provided Required Provided 5
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'
z.l ownNorgedAlemnji Salem MA 01979 ��/ �
Name(Print) City,—State,ZIP O
5 wall st 9785678763 Rogsnrse55@yahoo.com
No.and Street - Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK'(check all that apply)
New Constmctioa'Iff- Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑
Demolition M Accessory Bldg. ❑ Number of Units_ Other ❑ Specify: 6
Brief es ription of Proposed Work'-: r
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials)
L Building $ g(p .(0Q 1. Building Permit Fee:$ Indicate how fee is determined:
2.Electrical $ 14 aZ.� ❑Standard City/Town Application Fee
ElTotal Project Cost'(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5. Mechanical (Fire $
Suppression) Total All Fees:$
ZB Q Check No. Check Amount: Cash Amount:
6. Total Project Cost: $a 13 ❑Paid in Full ❑Outstanding Balance Due:
10 1 2.7
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction
Supervisor
_ Su pervisor License(CSL) I() 3 MPetle_ License Number — C�io�n G�e�
Na cJr der I '
List CSL Type(see below) y
No.a,.t !reel UUUU ' ,, n Type Description
Un /I/1'/•'�/'I F A -A �'JI'I R Unrestricted 2(Buildings u el ing cu.ft.)
City(rown,stst'atcc /(hP4(,A,' `A,4 //UU VV w`T R Restricted 1&2 Family Dwelling
M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
I Insulation
Telephone I Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) 7/, �
-�` "OVA r HIC Registration Number Expiration Date
HIC Company Nan ' rFIIC I V istrantt Npam�(`
No.and Street M RI C'��t3� � 1 ��'l I 111.Y t>Ll� Y)V)n I��Q CP.f•(()�
MSMMJ,C Email address
Ci Town, State,ZIP V 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 ..........El' No ...........❑
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1,as Owner of the subject property,hereby authorize yI�� •.Co L(',0
to act on my behalf,in all matters relative to work authorized by this building permit application.
George Alemnii 10/19/2016
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNER[OR AUTHORIZED AGENT DECLARATION
By entering my name below, 1 hereby attest under the pains and penalties of pedury that all of the information
contained in this application iss'tr1uueDannd accurate to the best of my knowledge and understanding.
Wt 6��� �
Print O er s�or Authorize Agent' Name(Electronic Signature) Date
NOTES:
I. 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. ff.) (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 Comnsonnreabb of Mamchnseft
DhiperbsrentoflndwArklAe ddefml
OfflM of Invesldgadons
9 1 CongnmSbtrat,Srdte IM
Boston,MA 02114-2017
Whew marrgov/dla
Worken'Compensation Insurance Affidavit: Builders/Contrsctors/EWtriciaaa/Plumbero
Applicant Information Please Print Leeibiv
Nacho f8usinealOrganirationfladivides0: V I V i 1--)t" ✓<- of(Z4 V— , = r--)C _
Address: I e 0 0 W- Pc S, �1 fiO z \,/oI
city/state/zip:LQV--)1 UT '(!-�'40 4� Phone#: 8c�)
Are you an ampkyer'+Cheek the appreprkte boa: Type of pw]aet(ngWrad):
I.�atn a employer with� 4. ❑ 1 am s general contractor and 1 T ❑New construction
(raq it
employees(full anNor part time).• have hired the sub-contractors 6.
2.❑ 1 am a sole proprietor or partner- listed on the attached direct 7. ❑Remodeling
ship and have no employees These sub-contractors have S. ❑Demolition
working for me in any capacity. employees and have workers'
[No workers'comp.insurance comp.inslmolij 9. ❑Building addition
required,) S. ❑ We am a cotpamtio s and its 10.0 Electrical nepabs or addition
3.0 1 am a homeowner doing all work ofticas have exercised their 11.0 Plumbing repots or additions
myself]No werkecs'comp. right of exemption per MOL 12.❑Roof repairs
Insurance required.]t c. 152,§1(4),and we have no employes,]No workers' 13.9k9sr S710� s-
comp.insurance required.]
vaay opprimM teat deader boot g 1 mast Was an apt the motion below showing to rr workars•companation policy laromwlon.
t Homdowners who submit this affidavit nadhesting tier am doing all we*and then him ai a nic whinier,area submit a anw nmdtva Wilmoloa audio
tCo mactum ones clock this brat mud al VAW a additional sham showing the now order nib• shaman and dam Whether arset aeon coon save
m*,I,, . If the sabwnmotm have amployam"awn prowhile(heir wmam'camp.imaky number.
!use aw eeP/eYe+dlar the providing rvoesFera'coatptrseal/oa berawace for sty erap(oy� Boar b Arps7ey aMJob sRe
brjavradac
Insurance Company Name:Z U rIC h 1`{1 e 1 C�( 1 1 nSU 1Q r1C Q Cam
Policy a or self-insLie`a:� �(O� Cp 1�—� O 1 • Expiration Dante:: p Z�O� I p(o
Job site Address: V \ `%� Cily/Suta/Zip J. t l 9 V �
Attach a copy of the workers'compensation policy d eclaradoe page(sharlag Oka policy another sod expiration date).
Pailtare to secure coverage as required under Section ZSA of MOL c.152 can bad m'des imposition of criminal pemhles of a
fine tip to S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a free
*(up to S250.00 a day against die violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
!do hare6 e a dte and ahlc4 ojury aM Ike/a oraratlaa pro ilded above it pre ardcenasY
i a `
OfJkla<ass arty. Do not arils Ja dbls arrow.to be eorep[ared by city or town of)kbd
CRy or Town: Permit/License k
Tuning Aatherlty(eirek one):
1.Board of Health L Bupding Department 3.Ct1y/Tows Clerk 4.Electrical Inspector S.Plumbing Inspector
6.Other
Cons"d Person: Phone 4:
ndBusiness Regulation
�C> a�zcfic��e�lr
W Office of Consumer Affairs
10 Park Plaza-Suite 5170
Boston,Massachusetts 02:116
Home Improv4*t contractor Registration
t . -.6. Repftara80n: 170848
o Type: Supplement Card
VIVINT SOLAR'DEVEL"OPER LLG �z 1 Expiration: 115@018
KYLE GREENE -
3301 N THANKSGIVING WAYSUl IE 3fl l --
LEHI UT 84g49
- Update Address and return Gerd:Marls teeene for cMooe.
aCA1 O Mt-Wrr [] Addt= C-1 Renewal ❑ Emyloym ut ❑ fort Cord
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I
ssacbusetts - De prtment of Public Safety
30hrd of SuitdinQ Regulations and Sta�$ards
ho
w icense: CS-108068 :
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KYLE CRIEENE
44 MAI STREET r-
North, Reading 11+ 0
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' Expiration
Ct�� ssir . tI1 184,
VIVOin o solar
o l a Y 1800 W Ashton Blvd.
Structural Group 1 Lehi, UT 84043
Jon P. Ward, SE, PE Clint C. Karren, PE
Structural Engineering Manager Structural Engineering Manager
ion.wardCaa vivintso/ar.com clint.karrenta vivin tso lar.com
October 19, 2016
Mr. Dan Rock, Project Manager
Vivint Solar
1800 W Ashton Blvd.
Lehi, UT 84043
Re: Structural Engineering Services
Alemnji Residence
5 Wall St, Salem, MA
S-5278822;4.24 kW; MA-01
Dear Mr. Rock:
Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of
the above referenced home:
1. Site Visit/Verification Form prepared by a representative from our office under my supervision
identifying specific site information including size and spacing of members for the existing roof
structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection details for
the solar panels. This information was prepared by the Design Group and will be utilized for
approval and construction of the proposed system.
3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar
system.
4. Photographs of the interior and exterior of the roof system identifying existing structural members
and their conditions.
Based on the above information we have evaluated the structural capacity of the existing roof system to support the
additional loads imposed by the solar panels and have the following comments related to our review and evaluation:
Description of Residence:
The existing residence is typical wood framing construction with the roof system consisting of the following:
• Roof Section 1: Roof section is composed of 2x6 dimensional lumber at 30" on center and a single
layer of roofing. The attic space is unfinished and photos indicate that there was free access to
visually inspect the size and condition of the roof members.
All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard
construction components. The existing roofing material consists of composite shingle.
Stability Evaluation:
A. Wind Uplift Loading
1. Calculations for uplift are based on ASCE/SEI 7-16 Minimum Design Loads for Buildings and other
Structures, a wind speed of 100 mph based on Exposure Category B and 37 degree roof slopes on
the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 2 per(ASCE/SEI 7-10).
2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the
dwelling.
Page 1 of vivin . J O I a r
B. Loading Criteria
8 PSF= Dead Load (roofing/framing) 40 PSI= Ground Snow Load
3 PSF= Dead Load (solar panels/mountina hardware)
Total Dead Load= 11 PSF
The above values are within acceptable limits of recognized industry standards for similar structures and in
accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on
the existing roof structure utilizing the above loading criteria indicates that the existing members will support the
additional panel loading without damage, if installed correctly.
C. Roof Structure Capacity
1. The photographs provided of the attic space and roof rafters show that the framing is in good
condition with no visible signs of damage caused by prior overstressing.
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation
Manual", which can be found on the Ecolibrium Solar website (www.ecolibriumsolar.com). If during
solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our
office should be notified before proceeding with the installation.
2. The solar panels are 1 Yz'.thick and mounted 4 Yz" off the roof for a total height off the existing roof
of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof.
3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the National
Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir assumed.
Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than the
maximum allowable per connection and therefore is adequate.
4. Roof Section 1: Considering the roof slopes, the size, spacing, condition of the roof, the panel
supports shall be placed at and attached no greater than every other roof member as panels are
installed perpendicular across members and no greater than the panel length when installed
parallel to the members (portrait). No panel supports spacing shall be greater than two (2) spaces
or 60"o/c, whichever is less.
5. Panel support connections shall be staggered to distribute load to adjacent members.
Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately
support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009
International Residential Code with Massachusetts Amendments, current industry standards and practice, and the
information supplied to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to contact
me.
AA4,
OF
Regards,
N P G
Jon P. Ward, SE, PE AR
MA License No. 52584 U NO. 525
A
A RFCISTER4'O 11
`'rS/ONAI E �It
Page 2of2 ivinY. J®lat
RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT
MOMDsOI a r Customer Name and Contact Information: Transaction Date
Name(s) George Alemnji Service No.2016-09-29
Installation Location Address 5 Wall St Approximate Start and
5 Wall St Salem MA 1970 Completion Date
Salem 2017-03-28
Home Phone 7813081569
MA 1970 Cell Phone. 7813081569
E-Mail simonamin@yahoo.com
Our Promises + We will design,install, maintain,repair, + We will not place a lien on Your Property.
monitor,and insure the System at no
additional cost to You. + You are free to cancel this Agreement any
time prior to Our commencement of
+ We warranty all of Our work,and that Our installation work at Your Property.
roof penetrations will be watertight,for the
initial 20 year term. + The Energy Price includes a$5 monthly
discount for paying by automatic debit
+ Your Energy Price will not increase by more from Your bank account.
than 2.9%per year.
+ You will not be responsible for any
+ After five years,if You need to make property tax assessed on the System.
Property repairs,We will remove and reinstall the System if You pay Our + We will fix or pay for any damage We may
estimated costs. cause to Your Property or belongings.
Your Commitment • Pay for the Energy produced by the System. • Maintain a broadband internet connection.
• Keep Your roof in good condition throughout • Continue service with Your Utility for any
the Term. energy used above and beyond the System's
• Respond to Our sales and support teams production.
when scheduling and completing paperwork.
At the End of Your Initial Term ' You can renew the Agreement • You can request that We remove the System
for a subsequent term; at no additional cost.
• You can purchase the System;or
If You Move ' We guarantee You can transfer the • You can relocate the System to Your
Agreement to the new owner,regardless of new home;or
credit rating;
• After the sixth anniversary,You can purchase
You can prepay the Agreement; the System.
Vivint Solar Developer, LLC(EIN: 80-0756438)is a licensed contractor in each state in which we operate,for information about
our contractor licenses please visit www.vivintsolar.com/licenses.
WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE.
YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY
CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT
PRESCREENED OFFERS.
The Notice of Cancellation may be sent to this address: support@vivintsolar.com I vivintsolar.com
1800 W Ashton Blvd., Lehi, UT 84043 Phone 877.404.4129 I Fax 801.765.5758
Copyright'0 2016 Vivint Solar Developer,LLC All Rignts Reservad PPA(8/2016,v3.2.2)1 Page 1
r
SIGNATURE PAGE AND NOTICE TO CUSTOMERS
A. INCORPORATED DOCUMENTS. These documents G. You have the right to require Us to have a
are incorporated into this Agreement and apply to the performance and payment bond.
relationship between You and Us: (1) Residential Solar H. CUSTOMER'S RIGHT TO CANCEL. YOU MAY
Power Purchase Agreement, (2) Exhibit A: Notice of CANCEL THIS CONTRACT AT ANY TIME BEFORE THE
Cancellation, (3) Exhibit B: State Notices and LATER OF: (1) MIDNIGHT OF THE THIRD (3RD)
Disclosures, (4) Exhibit C: Certificates of Insurance, BUSINESS DAY AFTER THE TRANSACTION DATE, OR
and (5) Customer Packet. (II) THE START OF INSTALLATION OF THE SYSTEM OR
B. WE HAVE NOT GUARANTEED, PROMISED OR ANY OTHER WORK WE PERFORM ON YOUR
OTHERWISE REPRESENTED ANY REDUCTION IN PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT,
ELECTRICITY COSTS IN RELATION TO THE SYSTEM YOU MUST EITHER: (1) SEND A SIGNED AND DATED
THAT WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION BY MAIL,E-MAIL,
C. IT IS NOT LEGAL FOR USTO ENTER YOUR PREMISES OR FAX; OR (2) PERSONALLY DELIVER A SIGNED AND
UNLAWFULLY OR COMMIT ANY BREACH OF THE DATED WRITTEN NOTICE OF CANCELLATION TO:
PEACE TO REMOVE GOODS INSTALLED UNDER THIS VIVINT SOLAR DEVELOPER, L-C, 1800 W ASHTON
AGREEMENT. BLVD, LEHI, UT 84043, ATTN: PROCESSING
D. DO NOT SIGN THIS AGREEMENT BEFORE YOU DEPARTMENT. IF YOU CANCEL THIS CONTRACT
HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL
You have read and received a legible copy of this REFUND OF YOUR MONEY. REFUNDS MUST BE MADE
Agreement, that We have signed the Agreement, and WITHIN 10 DAYS OF OUR RECEIPT OF THE
that You have read and received a legible copy of every CANCELLATION NOTICE. SEE THE ATTACHED NOTICE
document that We have signed during the OF CANCELLATION FOR AN EXPLANATION OF THIS
negotiation. RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN
E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO YOU THE "NOTICE OF CANCELLATION".
A SALES REPRESENTATIVE. I. Unless You are provided with a longer period in
F. DO NOT SIGN THIS AGREEMENT IF THIS Exhibit A,You may not terminate this Agreement after
AGREEMENT CONTAINS ANY BLANK SPACES. You are three(3) business days of the Transaction Date. If You
entitled to a completely filled in copy of this seek to cancel thereafter, then You will forfeit any
Agreement, signed by both You and Us, before any amounts previously paid and You may owe Us the
work may be started. Default Payment.
VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S):
Signature: i�— Signature:
Printed Name: Serge Didenko Printed Name: George Alemnji
Salesperson No.: Date: 2016-09-29
Date: 2016-09-29
Signature:
Printed Name:
Date: 2016-09-29
1
Copyright O 2016 Vivint Solar Developer, LLC All Rights Reserved. PPA(8/2016,v3.Z2))Page 18
EcolibriunnSolar
Customer Info
Name:
Email:
Phone:
Project Info
Identifier: 5278822
Street Address Line 1:
Street Address Line 2:
City:
State:
Zip:
Country:
System Info
Module Manufacturer: Jinko Solar
Module Model: JKM265P-60
Module Quantity: 16
Array Size (DC watts): 4240.0
Mounting System Manufacturer: Ecolibrium Solar
Mounting System Product: EcoX
Inverter Manufacturer: SolarEdge Technologies
Inverter Model: v.SE3800-US (240V)
Project Design Variables
Module Weight: 41.88778 Ibs
Module Length: 64.960665 in
Module Width: 39.0551392 in
Basic Wind Speed: 100.0 mph
Ground Snow Load: 40.0 psf
Seismic: 1.5
Exposure Category: B
Importance Factor: I
Exposure on Roof: Partially Exposed
Topographic Factor: 1.0
Wind Directionality Factor: 0.85
Thermal Factor for Snow Load: 1.2
Lag Bolt Design Load- Upward: 820 Ibf
Lag Bolt Design Load- Lateral: 288 Ibf
Module Design Moment—Upward: 3655 in-lb
Module Design Moment—Downward: 3655 in-lb
Effective Wind Area: 20 ft2
Min Nominal Framing Depth: 2.5 in
Min Top Chord Specific Gravity: 0.42
r :
EcolibriumSolar
Plane Calculations (ASCE 7-10): North West Roof 3
Roof Shape: Edge and Corner Dimension: 3.0903545538113026 ft
Attachment Type: Stagger Attachments: Yes
Average Roof Height: 25.0 ft Include Snow Guards: No
Least Horizontal Dimension: 30.903545538113 ft Include North Row Extensions: No
Roof Slope: 37.0 deg
Truss Spacing: 30.0 in
Snow Load Calculations
Description Interior Edge Corner Unit
Flat Roof Snow Load 26.9 26.9 26.9 psf
Slope Factor 0.6 0.6 0.6
Roof Snow Load 16.1 16.1 16.1 psf
Wind Pressure Calculations
Description Interior Edge Corner Unit
Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf
Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf
Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0
Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf
Design Wind Pressure Downforce 19.4 19.4 19.4 psf
ASD Load Combinations
Description Interior Edge Corner Unit
Dead Load 2.4 2.4 2.4 psf
Snow Load 16.1 16.1 16.1 psf
Downslope: Load Combination 3 9.2 9.2 9.2 psf
Down: Load Combination 3 12.2 12.2 12.2 psf
Down: Load Combination 5 13.5 13.5 13.5 psf
Down: Load Combination 6a 18.3 18.3 18.3 psf
Up: Load Combination 7 -11.3 -13.4 -13.4 psf
Down Max 18.3 18.3 18.3 psf
Spacing Results(Landscape)
Description Interior Edge Corner Unit
Max Allowable Spacing Between Attachments 75.0. 75.0 75.0 in
Max Spacing Between Attachments With Rafterfiruss Spacing of 30.0 in 60.0 60.0 60.0 in
Max Cantilever from Attachment to Perimeter of PV Array 25.0 25.0 25.0 in
Spacing Results (Portrait)
Description Interior Edge Corner Unit
Max Allowable Spacing Between Attachments 59.4 59.4 59.4 in
Max Spacing Between Attachments With Rafterfrruss Spacing of 30.0 in 30.0 30.0 30.0 in
Max Cantilever from Attachment to Perimeter of PV Array 19.8 19.8 19.8 in
t
f
EcolibriumSolar
Layout
n r
Skirt
o Coupling
End Coupling Note: If the total width of a continuous array exceeds 35 ft, break
0° Clamp array to allow for thermal expansion and contraction. See
O End Clamp Installation Guide for details.
® North Row Extension Warning: PV Modules may need to be shifted with respect to roof
0 i Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang.
EcolibriumSolar
Roof Weights
In Conformance with Solar ABC's Expedited Permit Process
Module Quantity: 16
Weight of Modules: 670 Ibs
Weight of Mounting System: 66 Ibs
Total Plane Weight: 736 Ibs
Total Plane Array Area: 282 ft2
Distributed Weight: 2.61 psf
Number of Attachments: 33
Weight per Attachment Point: 22 Ibs
Roof Design Variables
Design Load - Downward: 918 Ibf
Design Load - Upward: 720 Ibf
Design Load - Downslope: 460 Ibf
Design Load - Lateral: 252 Ibf
1
EcolibriunnSolar
Bill Of Materials
Part Name Quantity
ES10260 EcoX Row-to-Row Bonding Clip 1
ES10121 EcoX Coupling Assembly 14
ES10146 EcoX End Coupling 7
ES10103 EcoX Clamp Assembly 22
ES10136 EcoX End Clamp Assembly 11
ES10144 EcoX Junction Box Bracket 1 (Optional)
ES10132 EcoX Power Accessory Bracket 16
ES10333 PV Cable Clip 80
ES10334 4 PV Cable Clip 32
ES10195 EcoX Base, Comp Shingle 33
ES10197 EcoX Flashing, Comp Shingle 33
42SYSTEM SIZE: 5 Wall St, Salem MA 01970
PV INTERCONNECTION POINT,INVERTER,
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L=LANDSCAPE MODULE ma
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(MODULES IN PORTRAIT/LANDSCAPE PV SYSTEM MOUNTING DETAIL NUMB O ER.
NOT TO SCALE
NOT TO SWLE M
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DC Safety Switch Conductor Calculations
Rated for Max operating condition of inverter PV Module Ratin @STC
NEC 690.35 compliant g -Wire gauge calculated from NEC code 330.15(B)(16)with ambient temperature calculations
•opens all ungroundedconductors Module Make/Model JKM265PP-W from NEC 330.15(2)(a). w m
Max Power-Point Current(Imp) 8.44 Amps For"On Roof'conductors we use the 9WC column ampaciry,0.5"-3.5"off-the-roof temperature ,n
Max Power PointVoltage(Vmp) 31.4 Volts adjustment from 310.15(B)(3)(c),and raceway fill adjustments from 310.15(B)(16). '= E
Optimizer Solar Edge P300 w 3
Open-Circuit Voltage(Voc) 38.fi Volts For"Off Roof"conductors we use the]5'[column ampaci[,or the 90'C column ampaciry with DC Input Power 300 Wattsa
Short-Circuit Curren[Ilse) 9.03 Amps the relevant the co doctor temperatureafter
dju raceway fill adjustments,whichever is less. A a
DC Max Input Voltage - 48 Volts The rating of the conductor
currtoratteradjustmen[s MUST be greater than,or equal to,the continuous as
Max Series Fuse(OCPD) 15 Amps `o L
DC Max Input Curren[ 12.5 Amps tlury upa[etl output current.
DC Max Output Current 15 Amps Nom.Maximum Power at STC(Pmax) 265 Watts Calculation Example-Wire Rating(90-C)x Ambient Temperature Adjustment x Conduit Fill
Max String Rating 5250 Watts Maximum System Voltage 3000 V DC(IEC) Adjustment>=Continuous Duty Output Current
Inverter Make/Model SE3800A-US Voc Temperature Coefficient -0.3 %/C (On Roxi 2):10gaugewire rated for40A, 40Ax0.76xl(2Conductom)=3G.4A>=18J5
CEC Effrienry 98 % A
AC Operating Voltage 240 Volts PV Module Rating @ SIC (Off Roof,Tag 3):10 gauge wire aced for 35 A, 35 A>=19J9 A
Continuous Max Output Curren[ 16 Amps
Module Make/Model 1KM265P-60 y
DCMaximum Input Current 13 Amps Max Powe-Porn Voltage
[(Imp) 844' Amps O
Short Cl rcuitCurrent ll.5 Amps Max Power-Point Voltage(Vmp) 31.4 Volts N
Max Output Fault Current 17.5 20ms Open-Circuit Voltage(Voc) 38.6 Volts
Short CircuitCurrent(Isc) 9.03 Amps
Max Series Fuse(OCPD) 15 Amps
Optimizer Solar Edge P300 Nom,Maximum Power at STC(Pmax) 265 Watts \
Maximum System Voltage 1000V DC UEC) -
Zir
DCMaxInputV Input Power 348 Watts Voc Temperature Coeffcent -0.31 %/C
DC Max Input Voltage 40 Volts
DC Max Input Current 12.5 Amps
DC Max Output Current 15 Amps
Max String Rating 5250 Watts AC Outpu[Curren[According to NEC 690.SfB)f l) 15.83 Amps
Nominal AC Voltage 240 Volts
Inverter Make/Model SE3800A-US I THIS PANEL 15 FED BY MULTIPLE SOURCES(UTILITY AND 501AR) OCPD Calculations
AC Operatingency 98 % ROOFTOP CONDUCTOR AMPACITIES DESIGNED INCOMPLIANCE
AC Operating Voltage 240 Volts WITH NEC 690.8,TABLES 310.15(B)(2)fa),310.15(B)(3)fa), Breakers sized according to continuous tlury output current PV circuit nominal current based Off
Continuous Max Output Current 16 Amps 310.15(e)(3)(c),310.15(B)(16),CHAPTER 9 TABLE 4,5,&9. inverter continuous output current%(I 25(NEC code 210.19(A)(1)(a)). g mN
CC Maximum Input Current 13 Amps LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 u,
Short Circuit Current ITS Amps DATA TABLES. Inverter 1:SE3900 A-US-U Max Output=15.83Ax 1.25(NEC code 210.19(A)(1)(a)) as wr o
Max Output Fault Current 1].5 A/20ms =19.79 A<20 A(OCPD) ^
ASHRAE 2013- >vo
Highest Monthly 2%DB Design Temp:32.5 Celsius
system output current w/continuous duty=19.79<20A(System OCPD) a W
w w n
Lowest Mi P.Mea n Extreme DB:-23.9 Celsius a a m
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Other Notes '^
SHEET
•ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC NAME:
•All ampaciry calculations are made in compliance with NEC 220.5(B)
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SHEET
NUMBER:
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Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER
0C 5ystem5ize 4240 Tag Description Wire Gauge #of Conductors/color Conduit Type Conduit Size
or
AC System Size 3800 1PV Wire 30 AWG 2(Ve,V.) N/A-Free Air N/A-Free Air
Total Module Count 16 1 Bare Copper Ground(EGC/GEC) 6AWG 1BARE N/A-Free Air N/A Free Air _ to
�$ 2THWN-2 10 AWG 2(1Vt,IV.)B/R PVC 1" z on n
2 THWN-2-Ground 8AWG 1(GRN) PVC 1" z—In
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gyy` 3THWN-2 30 AWG 3(ILI,11.2,IN)B/R/W PVC i" an 3 E
a� 3THWN.2-Ground 8AWG 1(GRN) PVC iv a m q
&IstiRE Inverter Information: 4THWN-2 6AWG 3(1L3,III,1N)B/R/W LFNC in
Type:EE3800AUS 4THWN-2-Ground 8AWG 1(GRN) LFNC 1" no
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