49 LARCHMONT RD - BUILDING INSPECTION (4) I
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�, The Commonwealth of Massachusetts RECE V�� I
°� Board ofBuilding Regulations and Standards �NSPECTIOH L SEg3�YC`��5
Massachusetts State Building Code,780 CMR SALE
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Building Permit Application To Construct,Repair,Renovate Or o a
One-or Two-Family Dwelling
This Section For Official Use Only
Building Permit Number: D Applied:
'�'""' � 3 s �
Building Official(Print Name) Signature Date
SECTION 1:SITE 1NFORMATION
1.1 Properly Address: 1.2 Assessors Map&Parcel Numbers
49 Larohmont Road p� � 0524 �
1.1 a Is this an accepted shee[?yes X � no � � Map Number Parcel Number
1.3 Zoning loformation: 1.4 Property Dimensions: �
R1 residence-no change �
Zoning District . Proposed Use Lot Area(sq ft) Frontage(fi)
1.5 Building Setbacks(ft) n/a �
� Front Yard � Side Yards Rear Yard
Required Provided Required Provided Required Provided I
1.6 Water Supply:(M.QL c.40,§54) 1.7 Flood Zone Informallon: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone?
Check if ycsO Municipal� On si[e disposal system ❑
SECTION 2: PROPERTY OWNERSHIP�
2.1 Owner of Rewrd: �
Andrew Gerard Salem, MA 01970
Name(Print) Ciry,State,ZIP � .
49 Larchmont Road 978-666-0809 andyg666@gmail.com
No.and Street . Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply)
New Construction❑ Existing Building❑ Owneo-Occupied ❑ Repairs(s) ❑ AI[eration(s) ❑ Addition ❑
;Der:�olition ❑ Accessory Bldg.❑ Number of Units Other L>1 Specify: solar
Brief Description of Proposed Work2: Installation of a 475kW roof mounted solar array using 19 Canadian Solar
'�CS6P-250P modules, 19 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work.
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials
I.Building $ 4,000 1. Building Permit Fee: $ lndicate how fee is determined:
❑Standazd City/Town Application Fee
i '2.Electrical� $ 16,000 ❑Total Project Cos�((tem 6)x multiplier x
3.Plumbing $ 2. Other Fees: $ . ,
4.Mechanical (HVAC) $� List:
5.Mechanical (Fire $
Su ression Total All Fees:$
6.Total Project Cost: $ 20,000 Check No. Check Amount: Cash Amounr.
❑Paid in Full ❑Outstanding Balance Due: ,
I�l P.i t,� �N R� S 5�23 (1�
;
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 102054 10/6/14
MichaelRotondo LicenseNumber ExpirationDate
Name of CSL Holder
61 Gellette Road - List CSL Type(see below)
No.and Street . Type Description
U Unrestricted Buildin s u to 35,000 cu.fl.
Fairhaven, MA 02719 R Restricted 1&2 Famil Dwellin
Cit o�State,ZIP � —
M Mason
/ RC Roofin Coverin
� WS Window and Sidin
. SF Solid Fuel Buming Appliances
401-215-7056. michaeLrotondo@rgsenergy.com I insulation
Tele hone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) 162709
4/6/15
Alteris Renewables dba RGS Energy HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name �
� . 32 Taugwonk Spur,Al2 � � kimberly.hendel r sener
I No.and Street � @ 9 gy.com
Stonington, CT 06378 860-5353370 Email address .
� - . Ci /Town State,ZIP Tele hone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.GL.c. 152.§ 25C(6))
Workers Compensation[nsurance affidavit must be completed and submitted with this applica[ion. Failure to provide�
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes ..........C� No...........❑
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPL[ES FOR BUILDING PERMIT
I,as Owner of the subject proper[y,hereby authorize Alteris Renewables dba RGS Enerpy � �
to ac[on my behalf,in all matters relative to work authorized by[his building permi[application. �
see signed authorization form attached � 4 �P ��
� Print Owner's Name(Electronic SignaWre) Date
SECTION 76:OWNER�OR AUTHORIZED AGENT DECLARATION
� ' By entering my name below,I hereby attest under the pains and penalties of pequry that all of the information
containedii this�pplicat�We and accurate to the best of my knowledge and understanding. .
i
� 5 � 1
� Prin[Own�r's or utfiorized AgenCs Name(Electronic Signature) � Date�
NOTES:
l. An Owner who obtains a building pertnit to do his/her own work,or an owner who hires an unregistered contractor
. (not registered in the Home Improvement Con[ractor(HIC)Rogram),will not have access to the arbitration -
. � program or guaranty fund under M.G.L.c. 142A. Other impoRan[information on the HIC Program can be found a[ �
www:mass.eov/oca Information on the ConsWction Supervisor License can be found at www.mass.eov/dqs
2. When substantial work is planned,provide the information below:
Total floor azea(sq.ft.) (includi�g garage,finished basemendattics,decks or porch) ,
Gross living area(sq.ft.) � � . Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of halflbaths
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 CosP'
1+/,
=4 = RGS I ENERGY "�
� �I�/,�`� Clean Power.BrigM Savings. ',
Property Owner Consent Form
Owner: _�' �n,�� , ��.J �n�
Address: k�t C,o.ccl.,M,,,,.,J_ Ra
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Town: �o,.(Q,._
State: M/�
Zip: �lq'7n
Phone: ��`6- (�(�k ��60�'t
} I hereby give permission to RGS Energy and their
representatives to pull the required permits for a solar
installation on my property.
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Property Owner _ ,flate
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32 Taugwonk Spur.Al2.Sto�g�my CT 06378 � tel,860.535.3370 � fex 473.683.2225 � kGul�;n�rg^cont .
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.4coRv� CERTIFICATE OF LIABILITY INSURANCE °"'�,MM'°°"""",
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THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTiFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER�S�, AUTHORI2ED
REPRESENTATIVE OR PRODUCER,AND TNE CERTIFICATE HOLDER.
IMPORTANT: If lhe certiflcate holder is an ADDITiONAL INSURED,the policy(ies)must be endoreed. If SUBROGATION IS WAIVED,subject to
the terms and conditions of lhe policy,certain policies may require an endorsement. A statement on this ceRifiwte does not confer rights to the
certifiwte holder In Ileu of auch endorsement(s.
PqODUCER Lockton Companies,LLC DCIIVQ( NAMEpCT
8110 E.Union Avenue PHONE
Suite 700 ac No:
E-MAIL
Denver CO 80237 AODRE55:
(303)414-6000 IN8UHERS AFFORDINGCOVENAGE NAICp
INSURERA:FIIS�S ecial InsuranceCo oration 349I6
ixsur�o p�teris Renewables,ItlC. INSURER B: �
1344665 dba Real Goods Solar iNsunen c:J 'ver Insur Com an I 2203
dba RGS Energy wsuaen o:Stan Indemni &Liabili Com an 38318
32 Taugwonk Spur,UII1I A I Z INSURER E:
. Stoningmn,CT 06378 � � �� . .
INSURER F:
COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX
THIS IS TO CERTIFY THAT 7HE POLICIES OF INSURANCE�ISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED AeOVE FOR THE POLICY PERIOD
INDICATED. NOiWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY GONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR ADD SUBR POLILYEFF POLICYE%P
�� TYPEOFINSURANCE SR POLICYNUMBER MMIDDIYriY MMND 11MR5
A GENEnnL WBILm N N IRG200052801 - llV2014 I/1/2015 �C RENC
DAMqGE TO RENTED
MMEftCIALGENE BILITV PfiEMISES�Eeaccurtence) E SOOOO
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GENERAIAGGREGATE $ Q '
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B AUTOMOBILELIABILITY N N BAP5852403 1/V2014 1/1/2015
(Ea accieent) $ Q�
X MIVAUTO BODILVINJURV(Perperson) $ ��X
X AUTOS NED qUTOSULED BOOIIV INJURV Per ecciden� $ {�Q{] '
X HIREDAUTOS X AUTOSWNED PROPERTYDAMAGE $ XXXXXXX
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IOESCRIPTON OF OPERRTIONS 1 LOGqT1pN51 VEHIL�ES (Attach ACORD 101,AEtlitlanal Ramarke Schatlule,H more apace is�eyuiretl)
CERTIFICATE HOLDER � CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
' ACCORDANCE WITH THE POIICY PROVISIONS.
�'Is8$'1�'3 AUIHOR�D REPRESENTATIVE
For Evidence Only
ar�c � � �„�
ACORD 25(2070/OS) Tl�e ACORD nama enC logo are regishred marks of ACORD �1 88-2010 ACORD CORP TION.All rights reserved .
� The Commonwealth ofMassachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA 02I11
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Apalicant Information Please Print Leeiblv
Name(Bus�nessiorgan�zac�o�i�ndivia�aq: Alteris Renewables, Inc. dba RGS Enerqy
' Address: 32 Taupwonk Spur Unit A-12
City/State/Zip: Stonington. CT 06378 Phone#: (860)5353370
Are you an employer?Check the appropriate box: � Type of project(required): ,
� L Q I am a employer with 120 4. ❑ I am a general conVactor and I 6. ❑New construction �
employees(full and/or part-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or partr�er- listed on the atta.ched sheet. # �� ❑Remodeling -
ship and have no employees These sub-contractors have 8. ❑Demolition . �
working for me in any capaciry. workers' comp. insurance. 9. ❑ Building addition
- [No workers' comp.insurance 5. ❑ We are a corpora[ion and its
� ]0.❑ Electrical repairs or additions
� required.] � officers have exercised their
3.0 I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions
mysel£ [No workers'comp. c. 152, §1(4),and we have no ]2.� Roof repairs �
insurance required.] t employees. [No workers' �g Q Other sola�panels
comp. insurance required.] -
•Any applican[thal checks box#I must also fill out lhe sec[ion below showing thcir workers'compensation policy infortnalion.
� t Homcowncrs who submit this affidavit indicating thcy are doing all work and thcn hirc outsidc contrectors must submit a ncw affidavit indicating such. �
=Contractors that chcck this box must attachcd an additional shcct showing thc namc of thc sub-contmctors and thcir workcrs'wmp.policy information.
I am an emp[oyer that is providing warkers'compensation insurance for my emp[oyees. Belaw is the po[icy and job site �
information. ,
Insurance CompanyName: Zunch American Insurance Co.
Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/OV2015
Job Site Address: 49 Larchmont Road City/State/Zip: Salem, MA 01970
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failwe[o secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be fonvarded to the Oftice of '
Investigations of the DIA for insurance coverage verification.
I do hereby certify, der t�e pains;�d penalties of perjury lhat the information provided-a6ove rs hue and correct.
Signature: ��(/"� Date• �I(l I�� �
Phone#: (860)535-3370
O�cia[use on[y. Do not wri[e in this aren,to be comp[eted 6y city or town o�ciaL
City or Town: PermibLicense#
Issaing Authority(circle one):
1.Board of Health 2.Building Depar[ment 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
l
May 2, 2014
To: Code Enforcement Division
From: James A. Manc, Jr. P.E.
Re: Engineer Statement for Gerard Residence, 49 Lazchmont Rd.., Salem, MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the existing roofing Roof 1 Main
(one layer shingles): rough-cut 2"x 8" rafters at 20"o.c., having roof slope distance
16'-4"with rafter span I 1'-0';pitch 30 deg.; for mounting of solar panels and their
installation will satisfy the structural roof framing design-loading requirements of the
Massachusetts building code—780 CMR Residential Code 8th Ed.
For the installation of the solar mounting, the Unirac Solarmount rails will be attached to
unistrut chanel and anchored to the rafters with L-foot supports with Ecofasten Green
Fasten flashing and ECO-CP-SQ Bracket located on the center of the rafters and will be
securely fastened to the rafters at 48" sp. max. with 5/16"x 3 'h" SS lag bolts. The
mounting system has been designed for wind speed criteria of 100 mph Exp. B and
ground snow criteria of 40 psf. All attachments are staggered amongst framing members.
The Photovoltaic system and the mounting assemblies will comply with the applicable
sections of the Residential Code and loading requirements of roof-mounted collectors.
Thereby, I endorse the solar panel installation and certify this design to be structurally
adequate.
OF
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James A. Manc, Jr. � �� �S ioNn�EN�'\�
Professional Engineer i
MA 36365
10 High Mountain Road
Ringwood,NJ 07456
cc: RGS Energy
May 2, 2014
To: Code Enforcement Division
From: James A. Manc, Jr. P.E.
Re: Engineer Statement for Gerard Residence, 49 Larchmont Rd.., Salem, MA
- Solaz Roof Mount Installation
I have verified the adequacy and structural integrity of the existing roofing Roof 1 Main
(one layer shingles): rough-cut 2"x 8"rafters at 20"o.c., having roof slope distance
16'-4"with rafter span 11'-0"; pitch 30 deg.; for mounting of solar panels and their
installation will satisfy the structural roof framing design-loading requirements of the
Massachusetts building code—780 CMR Residential Code 8th Ed.
For the installation of the solar mounting, the Unirac Solarmount rails will be attached to �
unistrut chanel and anchored to the rafters with L-foot supports with Ecofasten Green
Fasten flashing and ECO-CP-SQ Bracket located on the center of the rafrers and will be
securely fastened to the rafters at 48" sp. ma�c. with 5/16"x 3 %" SS lag bolts. The
mounting system has been designed for wind speed criteria of 100 mph Exp. B and
ground snow criteria of 40 ps£ All attachments are staggered amongst framing members.
The Photovoltaic system and the mounting assemblies will comply with the applicable
sections of the Residential Code and loading requirements of roof-mounted collectors.
Thereby, I endorse the solaz panel installation and certify this design to be structurally
adequate.
Sincerely, ��.�s"°F""^Ssycy
o� �
F J/�MI S A.MAR%,JR. N
��
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CIVII_ N
NO.8(i9fi5
q�� �F�'/STGR O 4i�
James A. Ma�, Jr. ���� �SS��NAL E�G\��
Professional Engineer I
MA 36365 �
10 High Mountain Road
Ringwood, NJ 07456
cc: RGS Energy
�I
� FOR CONSTRUCTION , �`,1`�0
� Grid-Tied Photovoltaic System RGs
DC Rating: 4.75 kW ENERGY
' � � QsenPaw5c6ngn:u�vin4a
Gerard, AI1Cjf@W 32Taugwonk5pur,Al2
49 Larchmont Road sco�g��co�,CT06378
� Phone�860)535-3370
Salem, MA 01970 FaX ca�ai ess-zzzs
Jurisdiction: City of Salem ShQQt LISt GRID-TIED
PHOTOVOLTAIC SYSTEM
, Sheet No. Sheet Title 4.75kW DC @ STC
Scope of Work: General Notes: Pv-000 COVER GERARD,ANDREW
RGS Energy shall install a 4.75 kW Grid-tied Photovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the City pV-A01 SITE PLAN 49 LARCHMONT ROAD
totaling (19) Canadian Solar CS6P-250P Modules with(19) Enphase Energy Of Salem. SALEM, MA 01970
M215-60-2L�-S22 Micro- Inverter(s). The Modules shall be flush mounted on 2. All projects will comply with the Ordinances of the City of Salem. PV-A02 MODULE LAYOUT Project# 10120770
the composition shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-8pm Monday-Friday, 9am-Spm Saturday, . pV-A03 DETAILS oEs,�„ER: Scott Horak
connection. No time on Sunday or legal Holidays:
4. Product Data Sheets shall be included. PV-A04 MATERIALS a��A. Colin Roberts
5. Rooftop penetrations shall be completed and sealed per code by a �A�o�oA*E. 2014-05-01
Equipment Specifications: i;�er,sea oor,vaccor. Pv-eo� ELECTRICAL DIAGRAM
Module: (19) Canadian Solar CS6P-250P 6. All Photovoltaic modules shall be tested and listed b a reco nized REVISIONS
Inverter 1: (19) Enphase Energy M215-60-2L�-S22 y 9 PV-E02 SYSTEM CALCS
laboratory. # By oate Notes
Racking: UniRac SolarMount 7. Certifications shall include UL1703, IEC61646, IEC61730. PV-G01 SIGNAGE
Attachment Flashing: Eco-Fasten Green-Fasten with 8, A continuous ground shall be provided for the Array and for all '
CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment. 2
9. DC Wiring shall be run in meta�conduit or raceways within enclosed - ,
ROOf $pQCIfICBtIOf1S: 10. Conduit Wi eusy tems and Raceways shall be located as close as � �
� Roof 1: possible to ridges, hips, and outside walls. � ` I 5
� Composition Shingle 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall -� ` ` - instauer Signamre
(Single Layer) use guidelines that minimize the total amount of conduit by taking the - sign each page and send to R�s
2"x S" Rough-Cut shortest path. i '
Energy after you have verifed that the
N
Rafters @ 20"O.C. 12. Space Requirements for electrical equipment shall comply with NEC f �� ; , -., ,� , system wiu fit as proposed. it cnanges
Pitch: 30° � Azimuth: 210° ArtiCle 110. . _''.�-,. are needed,drawwhatwill work on
_ Array Size: '19 Modu�es 13. Equipment grounding shall be sized in accordance with Table .�; : , � ` -� � page and return.
f
i 250 122
- $It2 $p2CIfIC8t10f1S: 14. Connectors that are not readily accessible and that are used in the � � �nave verified mat che design
o - e � proposed by RGS Energy for this
� Occupancy: II circwts operating at or over 30V AC or DC shall require a tool for a, project wiu fit as drewn witn no
o Design Wind Speed: 100 MPH opening and are required to be marked "Do not disconnect under , ° changes tnat wiu affea price,or
� 6cposure Category: B load"or"Not for current intertupting", per 690.33(c)&(e). � energy production from changing a
m Mean Roof Height: 25 ft 15. All signage to be placed in accordance with local building code. ' +� paneis tiit or orientation.
" Ground Snow Load: 40 PSF (Reducible) 16. Signs or Directories shall be attached to the electrical equipment or
s Ad'. Roof Snow Load: 30.8 PSF located adjacent to the identified equipment. .�
LL 1 s ';7�` .'�"'omk CREW LEAD
N 17. Signs should be of sufficient durability to withstand the environment. * " . � ,,,,rr t
< All WOfk t0 be I Il CORI p118110E WItFI: 18. Any plaques shall be metal or plastic with engraved or machine wy� �t ,° � f, o,4re
printed letters, or electro-plating, in a red background with white � � �� f
2014 National Electncal Code(NEC) 5��'�
20091ntemational Residential Code(IRC) lettering, a minimum of 3!8' height and all capital letters. ��`'�"�,� ¢ ;8`' "� �� G,�`',
2009 Intemational Building Code(IBC) ��`F���' x��`�`� �" � � prepared ey:
� 2012 International Fire Code(IFC) 4�� �+�.� � �,� ��:� ,�� � denNfereranne , a� ooas so r
R 2012 Uniform Mechanical Code(UMC) ++n �., ,i{ti < =�.�i "�i� �,�a �„>`� � �,
o eiery� + �. �,, �, pr�# CA State Ucense N:8409
2012 Unifortn Plumbing Code(UPC) � .,c«��� � �—�"�', s�`=�i,; „ ' �°ry � " � '•- ucense7ypec-4s
MA 780 CMR, Sth Edition ��� �a'�� � !G���a�if��r,b,b �,. � o`'-E--'
� ° y 5 s��GemetcY' $"., �' p �f
-including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) �w,�, � , k��,L � �' "�, r° t '�" N/A
ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other S' -,,, ; ���� 1�l Q�, ��'r,� �, y, �° sN;,,+�r
SVuctures �9u �� �'` `�',Z�!' ,� ��: �, � rs,
As amended and adopted by City of Salem ,, � � ' ��,�`� ;�s i $ �. :e�a� COVER
aen Si �ne .. S�p �" � ''i Q:,a�' � ,l"JLr.
a �
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— ,
4 FOR CONSTRUCTION `0�1I�o
s a
�s��`��
RGS
ENERGY
� � Gleer.�'ower.6rigfY;w�mqs.
Equipment Location: Basement:
(E) Main Service Panei az rau�vonk spur,niz
(N) PV Production Monitor ' Phone�a5o�353370
(N) PV AC Combiner Panel Fax(a13)5s3-zzzs
' GRID-TIED
� PHOTOVOLTAIC SYSTEM
i.<.'..�\
(E) Driveway � ; ,.
��..'. :^`: �.� 4J5kW DC @ STC
� Equipment Location Outdoors:
�' ' ' �� (E) Utilty Meter GERARD,ANDREW
� ,.. a, �� � 49 LARCHMONT ROAD
i ' \ SALEM, MA 01970
i ; �. Project# 10120770
/ \
i ' .\ ,
� ;���, � - � oEsicNEre: $COtt HOf2�C
i -� ��.\ ' a���a Coiin Roberts
/ .. �
� � j " �� '�� . . �Rs�oHw,.E. 2014-05-01
/ � �.•:,���. .� - REVISIONS
% :. �
/ . .
� i, ' ' �• � / # By . Date Notes
� . .;,•. .:.' � (E) Property Line
i
i. ':. : ' < i '
i. " j z
/ �+ a / g
i / (E) Single Family Dwelling
� 4
� / / 5
� � /
ti (E)Garage � i
'o � � / . . , Instafler Signature
� � � - � . - � � � � � . Sign each page and send to RGS
� - � � - � Energy after you have verifieC that the
� %
� . � . � � system wili ft as proposed. If changes
j � ' . are needetl,draw what will work on
� / � � j � � . page and return.
d . • j . . % - . . .
" � C / ' ' " � I have verified that the design
8. . . � � � , '�\ � % � . � � . proposed by RGS Energy for this
x � /
. project will flt as drawn with no.
o � � � �� - � - changes that will affect price,or
. . �� _ - � energy production from changing a
m � � � % (N) PV AffBy: � � panels tilt or orientation. �
v �
m �\ i 19 Canadian Solar CS6P-250P
� � 19 Enphase Energy M215-60-2LL-S22 Micro-InveRers
LL � ♦ / � . . � CREW LEAD
e � i Composition Shingle Roof
a ` � i 2"X 8" Rough-Cut Rafters @ 20"O.C. DATE
� � Pitch:30° .
� �
�.\ i Azimuth210°
� j
o � . �� / � � ' . PreperedBy:
n � - - �� � � - � � Jennifer BranNe , ai ooAs So r �
o �� � � CA�StateLlcenseN:8409 -
� � � Ucenae7ypeG48
�
�
� , 1/'I6��_ ��_Q��
x SITE PLAN
NOTE: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES
FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION
W E
S
PV-A01
FOR CONSTRUCTION `i1�/!�
ROOF 1 - MECHANICAL LOADS �s�/e��
Array Area 334.5 ft' Total Photovoltaic Dead Load 3.45 psf RGS
ARay Weight 1154.41bs Avg. Dead Load perAnchor ,S.Z,bs EN ERGY
Anchor Qty 76 Clean Powec grign�Savinps.
� 32 Taogwonk Spur,Al2
Design Values by Roof Zone Comer Edge interior stongincon,CT 06378
* � Phone(860)535-3370
Max. UniRac Rail Spans 78 in. O.C. 78 in. O.C. 78 in. O.C.
..................................................... ...................... Fax(413)683-2225
Max. UniRac Rail Cantilever 26 in. O.C. 26 in. O.C. 26 in. O.C.
"Adjusted Anchor Spans q0 in. O.C. 40 in. O.C. 40 in. O.C.
GRID-TIED
PHOTOVOLTAIC SYSTEM
`ADJ ANCHOR SPAN REFERS TO SLEEL STRUT ANCHOR SPACING 4.75kW DC @ STC
'*RELATIVE TO UNIRAC SOLARMOUNT SPANS ONLY
GERARD,ANDREW
49 LARCHMONT ROAD
SALEM, MA 01970
Project# 10120770
28'-10" oesicNea: $CAtI HOfek
��_q�� 1'-4" a��e�a Colin Roberts
� t_ 27�_2�� . � veasiouonre. z014-05-01
4�_6,� ��,
" REVISIONS
1 5/a"Square UniStrut Channel, Steel, # eY Date Notes
�'-�" Galvanized, Slotted, 10 ft Length
,
`_�____- _---- ' ` _ =_ _ ___=__ __ ______ _____ _ _ — --- __ __-______- --__ _
---- � z
3' 4, a
I : � [ [ [
`_;_____ ____ _"_' �
g9�_�Q,� : _ ----------- =_ __ -- — - — _ _ ----------- __ __ ----------- = s
o ; ; ; ! Instalter Signature
16'-4" �---------�- ` ` ' ` 13�_2„
Sign each page and send to RGS
Energy after you have verified that the
^ : : _ _________ _ __ __ ______________ _ _______—___ — _ --,--__ _ _ . g andretum. atwdlworkon
system will fit as proposed It changes
� = . ;
„ `�c-__===—c'c' ; : : _
are needed,draw wh
pa e
. � 1 have verified that the tlesigo
g � 3�_4�� � , proposed by RGS Energy for this
project will fit as drawn with no
o . `-:--___-__-- ,,,_r_ '_______'_' `_c=__-=___-�__ ,_ _______-__ , . changes that will affect price,or
� 1� 7�� � � � • � • � energy production from changing a
m . � panels tilt or orientation.
m
Vertical UniRac SolarMount Rails
LL � - CREW LEAD �
'w
a DATE
Prepared By: -
� • Total Quantity of Attachments=76 � Jennifereranne , al oods so r
� . Roof Zones are defined by dimension, a=3A ft. cq srate ucense a:aaos
� • Maximum Allowable Cantileverfor UniRac Rail isy the Maximum Rail Span LlcenseTypeC-46
' . Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Siotted
Bracket and Aluminum Flashing attached with Lag Screw, Hex Head, 18-8 SS, 5/16"x&'l/2" Length s "^" 3/'16"= 1'-0"
. All Dimensions shown are to module edges, including t in. Spacing between Modules required when
using the Top Clamp Method. The Rails 6ctend 3 in. Beyond the module edge. N MODULE LAYOUT
• UniRac Requires one therma�expansion gap for every run of rail greater than 40'
• Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3,
Pub 1106161cc, June 2011 w E
• Attachment LocaSons, If shown, are approximate. Final adjustment of attachment location may be PV—AO2
necessary depending on field conditions.All attachments are staggered amongst the framing members.
S
FOR.CONSTRUCTION �l,+//�
�������
' RGS
ENERGY
qean cowec Brigh:3aHnqs.
32 Taugwonk Spur,Al2
Stonginton,CT 06378
Ground WEEB& Phone(860)535-3370
Fax(413)683-2225
Module Clamp
GRID-TIED
Unirac Solarmount PHOTOVOLTAIC SYSTEM
Bracket w/L-Foot 4.75kW DC @ STC
G56Q-25�P Mociule(TYP.) (Long Side Down) GERARD,ANDREW
� 1-5/8"Sq. UniStru[ 49 LARCHMONT ROAD
Slotted Channel SALEM, MA 01970
GS6p-2y�P �p � � Green Fasten Flashing: Project# 10120770
� RooiRo
5�`^g�e tRa�e�sC° P ECO-GFI-BLK-812 With oes�hea: SCAtt HO�ak
s�t�o� G� ECO-CP-SQ Compression Bracket& aE„�E„Ea Colin Roberts
GotnP° X8 FLo�9� 5/16"x 3.5"S_S. Lag Bolt �Rs�o�oa.E 20'14-05-01
Z w/2"Minimum Penetration
Sealed w/Approved Sealant REVISIONS
. � Attachment Detail # BY Date Notes
� Scale: 1" = 1'-0" �
z
� Attachment Profile 3
1 1
� Scale: 3/4" = 1'-0" °
q 5
d
o � � installer Signature �
� � � Sign each page and send to RGS
' WEEBLu . Energy after you have verifed that the
9 SS WBShBf system will fit as proposed. If changes
Module Frame . Ground V14re . &Nut are needed,draw what will work on
SS Bolt � Unirac Rail page and retum.
SS Boit �
V Nib o 1 have ver"rfietl that the design
g � � proposed by RGS Energy for this
� � project will fit as drawn with no
x Unirac
_ changes that will affect price,or
' � . UGC-1 energy production from changing a
m SS Flat - panels tilt or orientation.
m Washer SS Bolt
y � U�IfBC Rell - � . CREW LEAD
a DATE
,, Grounding Clip & Module � Grounding Lug & Rail
� Scale: N.T.S. '� Scale: N.T,S. . -
a - � � JennHerBrentle , al aodsSo r
o CA�State Llcenee#:8409
Llcense Type C-46 ,
•"" VARIES
DETAILS
PV-A03
Y FOR:CONSTRUGTION �\`,G�
!
Grid-Tied Photovoltaic System RGs
� DC Rating: 4.75 kW ENERGY
Gerard, Andrew `�aa�Po,�`e�s„:�v"°s.
, . � � 32 Taugwonk Spur,A72
49 Larchmont Road s�o�g��to�,CT06378
' Salem, MA O�97O Phone(860)535-3370
Fax(413)683Q225 �
� �UI"ISC�ICtIOCI: Clty Of Sc'�1�@CYl Sheet List cRio-rie�
. PHOTOVOLTAIC SYSTEM
Sheet No. Sheet Titie 4.75kW DC @ STC
SCOpQ Of WO�IC: G@Il@I'8I NOt@S: PV-000 COVER GERARD,ANDREW
RGS Energy shall install a 4.75 kW Grid-tied Photovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the City pV-A01 SITE PLAN 49 LARCHMONT ROAD
totaling(19) Canadian Solar CS6P-250P Modules with(19) Enphase Energy Of Salem. SALEM, MA 01970
M215-60-2LL-S22 Micro- �nverter(s). The Modules shall be flush mounted on 2. All projects will comply with the Ordinances of the City of Salem. PV-A02 MODULE LAYOUT Project# 10120770
the compositlon shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-Spm Monday-Friday, 9am-Spm Saturday, PV-A03 DETAILS Scott Horak
connection. No time on Sunday or legal Holidays. oE41°"Ep
4. Product Data Sheets shall be included. PV-A04 MATERIALS A�F�R: Colin Roberts
EC�UIp1YleCit Sp@CIfiC8tIO11S: 5. Rooftop penetrations shall be completed and sealed per code by a pV-E01 ELECTRICAL DIAGRAM "E�ONO"TE 2014-05-01
licensed conVactor.
Module: (19) Canadian Solar CS6P-250P 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS REVISIONs
Inverter 1: (19) Enphase Energy M215-60-2LL-S22 laboratory.
Racking: UniRac SolarMount PV-GO'I SIGNAGE � BY Date Notes
7. Certifications shall include UL1703, IEC61646, IEC61730.
Attachment Flashing: Eco-Fasten Green-Fasten with � 8. A continuous ground shall be provided for the Array and for all "
CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment. �
9. DC Wiring shall be run in metal conduit or raceways within enclosed r u 3
spaces in a building. p
Roof Specifications: �o. co�d��c, Wire systems and Raceways shall be Iocated as close as - u
_ : .�
� Roof 1: possible to ridges, hips, and outside walis? - 5
3 Composition Shingle - 11. Conduit belween Sub Arrays and to DC Combiners/Disconnects shall
(Single Layer) use guidelines thffi minimize the total emount of conduit by taking the "� �nstaner signature
� �- Sign each pege and send to RGS
2"x 8" Rough-Cut . � . Shottest path. � '� ; "`� ' � ����� . � . Energy after you have verified that the
Rafters @ 20"O.C. 12. Space Requirements for eledrical equipment shall comply with NEC ''� �e-�-. � fr<, system wiu ra as proposed. if cnanges
� PitCh: 30° � Azimuth: 210° . � . Article 110. � � �� - are�needed,draw what wili work on
Array Size: 19 Modules 13. Equipment grounding shall be sized in accordance with Tab�e �'�� �age and return.
m . 250.122. �`
14. Connedors that are not readii accessible and that are used in the � �have verified that the aesign
g Site Specifications: . Y � � � .� � proposed by RGS Energy for this
� Occupancy: II circuits operating at or over 30V AC or DC shall require a tool for ..a� project wiu fit as drawn witn no
x opening and are required to be marked"Do not disconnect under chan es mat wiu affect price,or
Design Wind Speed: 100 MPH 9
� Exposure Category: B load"or"Not for current interrupting", per 690.33(c)&(e). energy proauction from changing a
m Mean Roof Height: 25 ft 15. All signage to be placed in accordance with Iocal building code. paneis tiit or orientation. •
mGround Snow Load: 40 PSF (Reducible) 16. Signs or Oirectories shafl be attached to the electrical equipment or
located adjacent to the identified equipment. ,�,, � ��s��,,,,
LL Adj. Roof Snow Load: 30.8 PSF . ^�� - �ne,� CREW LEAD
N 17. Signs should be of sufficient durability to withstand the environment. �� �r� {.-y. , _ ' �
a AII WOI'I( t0 b@ In CO(Yl PI1811CQ WItIt: 'IS. Any plaques shall be metal or plastic with engraved or machine �� � �, � - ` , �� � Dp7E '
� �
2014 National Electrical Code(NEC) printed letters, or electro-plating, in a red background with white ���,, m ._ 5.€ • _ �� r
letterin a minimum of 3/8"hei ht and all ca itaf letters. �'� �.�"'�� �a� ,
20099ntemational Residential Code(IRC) 9� , 9 P ���: '�.� �' .� 3 - x
2009 Intemational Building Code(IBC) F��'�����, y�� �`� ' y,�s� ' ��,� pm.�,area ey:
� 2012 Intemational Fire Code(IFC) �� ��€ •� ,� �
� ���q s '� � � r y�, � , � - JennHer6ranN , al otlsSo r
n 2012UniformMechanicalCode(UMC) �,m, �'� ��;�,���� ��� <> +�� � . a. CAStateLicensei1:8409
' 2012 Uniform Plumbing Code(UPC) ��»,�� ' � =
r,� 4 T��s"��r�� r F b�'s+.F . o .� ., ueense ryPe C-48
MA 780 CMR;Sth Edition �� ��* � ��'-�"+�^r,� t
= L GsnC!
-including 2/4/11 revisions to Tables R301.2(4)&R3012(5) �o,� z y��., �=-�F �r . '� F ' .� 91 N/A
s,�f �. t'1�+Y'�� � o, r 2.a*. : .
ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other ��, ' ;�'a� �t �'� ^�, ,� *�
Structures �� �»' `�� ~' �sa' �' �� �` ' COVER
As amended and adopted by City of Salem . ` ¢�� ` �,m .. `� � �g_�,� � � [ s .��
- edt , s r e�.+ F �� �� Y. i .F��T '�5,°' t
_ . . LC�r�.f� �C �8 ,` 4 a 5w. ., �i a ' T� •�� :.
- F ;r . R��A � S 9, � q .
� � � �' � � "� .�� � � e� � �� . ��� '��������� PV�OOO
� � . .� .�schao�SI ..N„ . "��r. '!">Fo-� F�,.w.�e�4�mS, - . -5. .
° FOR.CONSTRUCTION �>11//�
����`��
, RGS
ENERGY
- Clean Po'.wr.&iSn:$avinys.
Equipment Location: Basement: ,
(E) Main Service Panel 3z 7augwonk spur,a1z
. Stonginton,CT 06378
(N) PV Praduction Monitor phone(s5o)535-3370
(N) PV AC Combiner Panel Fax(ai3)5a3-zzzs
GRID-TIED
i-'::..\ PHOTOVOLTAIC SYSTEM
(E) Ddveway � , �.
i ' . � 4.75kW DC @ STC
� � + `^ '' �� Equipment Location Outdoors:
�'^ � �� (E) Uti�ty Meter GERARD,ANDREW
� :. ., •.� � 49 LARCHMONT ROAD
� , � ' �. SALEM, MA 01970
' i " �� Project# 10120770
/ ��
� � �� , DESIGNER�. SCAII HO�aK
/ :<•�.
j .: ��, R�E�R Colin Roberts
�
���`� . �'�\ � veresiorvon�e. 2014-OS01
/ �: .... ;�•'�.a ,�.
" j.; �, � � - � REVISIONS
/ . /
� i . � �' •: � # BY Date Notes
� ;.e,. .:. . i (E) Property Line
' I . •:. .. � � P � � 1
�
% . � 2
/ + a � g
i . i (E) Single Family Dwelling
� a
� � � 5
/ /
% (E) Garage i i
o / / � Installer Signature
/ / Sign each page and send to RGS
/ /
. � i . Energy after you have verified that the
� . . . � system will fit as proposed. If changes
� � . . , are needed,drewwhat wiil work on
- � • � - page and retum.
d . � % � . . � , .
/ � I have verified that the design
g , ���\ � �� � � . � proposed by RGS Energy for this
X . . project will fit as drawn with no
o . , �� . � � . changes that will affect price,or
_ �
_ � . energy production from changing a
m � ��� � % � (N) PV Arfay: � - . panels tilt or orientation.
4 � / 19 Canadian Solar CS6P-250P
" �'� � � 19 Enphase Energy M215-60-2LL-S22 Micro-Inverters
LL � � % - CREW LEAD
�, � � i Composition Shingle Roof
< � � i 2"X 8" Rough-Cut Rafters @ 20"O.C. DATE
� � Pitch30°
�� � Azimuth210°
/
�� � , .
o . �\ / Prepared By:
� � \\ � � JennlferBrentle , al ootlsSo r
o • �� � . . CA'StateLlcensep:8409
� /
, �� Llcense Type C-46
v
,� 1/'i6�� _ �,_0��
x SITE PLAN
NOTE: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES
FINAL LOCATIONS TO BE DETERMINED DURING INSTA�LATION
W E
s
PV—A01
` FOR CONSTRUCTION , `�,�J/'
ROOF 1 - MECHANICAL LOADS • . ����1��
, , Array Area 334.5 R' Total Photovoltaic Dead Load 3.45 P5f RGS
Array Weight 1154.4 Ibs Avg. Dead Load per Anchor 15.2 Ibs E N E RGY
AnChorQty ]6 - � , GleanPowecengMSavinqs.
32 7augwonk Spur,Al2
Design Values by Roof Zone Comer Edge Interior sxongincon;CT 06378
"Max. UniRac Rail Spans 78 in. O.C. 78 in. O.C. 78 in. O.C. Phone(sso)535-3370
..................................................... .......................... . Fax�413)683-2225
Max. UniRac Rail Cantilever 26 in. O.C. 26 in. O.C. 26 in. O.C.
*'Adjusted Anchor Spans 40 in. O.C. 40 in. O.C. 40 in. O.C. GRID-TIED
PHOTOVO�TAIC SYSTEM
*ADJ ANCHOR SPAN REFERS TO SLEEL STRUT ANCHOR SPACING • � . 4.75kW DC @ STC
*'RELATIVE TO UNIRAC SOLARMOUNT SPANS ONLY
GER,4RD,ANDREW
49 LARCHMONT ROAD
SALEM, MA 0'1970
Project# 10120770
Qy'-�0" oEsicrvere. $CAtf HOfek
p_q�� 1'-4" R��e�+ER Colin Roberts
27'_2"
veasoN onre. 2014-05-0 l
4'-6" �p� REVISIONS
'1 %e'Square UniSVut Channel, Steel, p By Date Notes
1'-�" Galvanized, Slotted, 10 ft Length �
�=----- -------' `_'_________'_�__ __ __ _ " _ ` _"------------ __ __ ------ -- _
�----- � z
' 3 [ : ' 4' ' [ E : ' a
`_:____- '=====E ' E •. E s
$'g' p ; `c'______'___' - c- c-= _ =cc__ _ _ ___________ __ _____________e_� .
g�_�p�� : ' :
r � ; ; [. ; Instalier Signature
16�_4�� :----------'- . . � 13�_2��
Sign each page and send to RGS
Energy after you have verified that the
. system wili fit as proposetl. If changes
+ , `_c_,,,,_,_,,,n,_ ° _ _ ' _____________ __ __ _ atwdlworkon
� ' - ____:_, are needed,drawwh �
. . =_,=_v=_=_==v=_a=' `_'__ - __s_' __ ' ______
� � , . page and retum.
� ' I have verified that the tlesign
g 3�_4" : ' - pro e�t wiibfit as d awo withrnol
` =_c_____________' ' i .
` •"_"_"'"_"'"'
_ _ .__'_""_ �_ " �
3
G
o -;----- - - -; -- __?______________' -; : -_;---'-_-_-=:_' � changes that will affect price,or
. 1� 7�� . ' ' ' ' ' ' ' - � energy production from changing a
m , panels tilt or orientation.
� Vertical UniRac SolarMount Rails
m
,� . � . - CREW LEAD
N
2
< DATE
Preparetl By:
� • Total Quantity of Attachments=76 aennirer arann , ai ooas so r
� • Roof Zones are defined by dimension, e=3.0 ft. ' CA STate Licenae M:8409
� • Maximum Allowabte Cantilever for UniRac Rail is'/3 the Maximum Rail Span ucenserype c4s �
• Racking and Attachment: UniRac SolarMount with Eco-Fasten GreerrFasten with CP-SQ-Slotted 3/16"= 1'-0"
Bracket and Aluminum Flashing attached with Lag Screw, Hex Head, 18-8 SS, 5/16"x 3-1/2° Length s '�`
• All Dimensions shown are to module edges, including 1 in. Spacing between Modu�es required when
using the Top Clamp Method. The Raiis Extend 3 in. Beyond the module edge. N MODULE LAYOUT
• UniRac Requires one thermal expansion gap for every run of rail greater than 40'
• Array Instalied according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3,
Pub 1106161cc, June 2011 w &
• Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be PV-A02
necessary depending on fieid conditions.All attachments are staggered amongst the framing members.
S
� FOR CONSTRUCTION ��,1�/'
i���`��
RGS
ENERGY
' Gkanl'ower.B�gmSawn�.
� � 32 Taugwonk Spur,Al2
� Stonginton,CT 06378
� Phone(S60)535-3370
. - - Gfound WEEB& Fax(413)683-2225
Module Ctamp
GRID-TIED
� Unirac Solarmount PHOTOVOLTAIC SYSTEM
P Bracket w/L-Foot 4.75kW DC @ STC
p�5� Module(TYP.) (Long Side Down)
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2 w/2"Minimum Penetration
, Sealed w/Approved Sealant REVISIONS
, Attachment Detail # BY Date Notes
� Scale: 1" = 1'-0" '
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WEEBLU SS W8Sh2f� Energy after you have verified that the
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SS Bolt '� � Unirac Rail � page and return.
' SS Bolt �
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� Key Features '
• ToprankedPVUSA(PTC)ratinginCaliforniaforhigher . APPIIC8t1011S �
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• On-grid residential root-tops
• 6 years product warranty(materials and workmanship); � • On-grid commercial/industrial roof-tops �
25 years module power output warranty � • Solar power stations
. Other on-grid applications
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• Industry leading plus only power tolerance:+SW(+2%) �
�� • Strong framed module,passing mechanical load test � QU811tY CBftITICB�@S �
� of 5400Pa to withstand heavier snow load - �
� � • IEC61215,IEC61730,IEC61701,UL1703,
• Ultra reliable in corrosive atmosphere,veriTied by , CEC Listed,CE,KEMCO and MCS
IEC61701 "SaltMistCorrosionTesting" .. • IS09001:2008:Standardsforquality .
management systems
� � • The 1 st manutacturer in the PV industry certified for � • �SO/TS169492009:The automotive quality
ISO:TS16949(The automotive quality management � management system
system)in module production since 2003 • oC080000 HSPM:The Certification for
j ' ; Hazardous Substances Regulations'
� �. • IS017025 qualitied manufaclurer owned testing lab, f
tully complying to IEC,TUV,ULtesting standards
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CS6P-220/225/230/235/240/245/250P
Electrical Data CS6P-220P CS6P-225P CS6P-230P CS6P-235P CS6P-240P.CS6P-245P CS6P-250P
NominalMaximumPoweratSTC(Pmaz) 220W 225W 230W 235W � 240W 245W 250W
OptimumOperatingVoltage(Vmp) 29.2V 29.4V 29.6V 29.8V 29.9V 30.OV 30.iV
• Optimum Operating Curren�(Imp) 7.53A 7.65A 778A 7.90A 8.03A 8.i7A 8.30A
� Open Circuil Voltage(Voc) 36.6V 36.7V 36.8V 36.9V 37.OV 37.iV 37.2V
ShoriCircul�CurrentQsc) 8.09A 8.19A 8.34A 8.46A 8.59A 874A 8.87A I
Opereling Temperature -40°C—+85'C
Maximum System Vollage t000V(IEC)I600V(UL)
Maximum Series Fuse Rating i 5A .
Power Tolerance r5W �'�.
� Pmax � -0.43%fC � I
TemperatureCoetficient Voc -0.34%fC
� i �s� 0.065�PC
� � . . NOCT . ._. .... . ... 45°C . .,...
uneer slanaerd Tesl conalllona(sTc)ol trrealance ol t aoow/m',apaclrum AM 15 ana�ro�i lemperalure ol YSC
Mechanical Data
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� CeIlType Poty-crystalline ,
. .Cell Arrangement 60(6 x 10) I
' Dimensions 1638x982x40mm(64.Sx38.7x1.57in)
� Weighl � 20kg(44.1 Ibs)
� FrontCovar Temperedglass i
, Frame Malerial � Anodizetl aluminium alloy �I
Standartl Packaging(Motlules per Pallet) 20pcs
Engineering Drawings I-V Curves (CSSP-25oP)
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Canatlian Solar Inc. is one o! lhe wotld's largesl solar Canadian Solarwas founded in Canada in 2001 and was success�ully
� companies.As a leading vertically-integrated manufacturer Iisted on NASDAQ Exchange (symbol: CSIQ) in November 2006. I
of ingots, wafers, cells, solar motlules and solar systems. Canadian Solar is on treck to expand cell capacity to 700MW and
Canatlian Solar delivers solar power producis of moduleca acit to1.3GWin2010. �
uncompromising quality�o woddwide cus�omers. Canadian P Y ,
SolaYs world class team o(professlonals works closely with � -
our customers lo provide them with solutions For all their I
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�'�,�,� Specifications
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PART I —GENERAL 1.3 SUBMITTAL B: Fasteners (may be supplied by others)to be
��i i A. Submit manufadurers wntten specifcations. compatible with chosen roof application and
`� ���, 1.1 SUMMARY B. Submit standard product cut sheets. meet specifed pull out values as shown in load
A. WORK INCLUDES test data.
�� G Submit installation instructions. �
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{k+�� I. GreenFasten solar attachment bracket that D. Submit produd specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed
�gr� � �� attaches diredly to the roof deck. ukimate and allowable load values. to accept EPDM bushing:� �
-�'„,, �hI 2. Provide appropriate bracket and fas[eners
kt�' °' forthe roof ryrtem. D. Bushing is EPDM�.
� �t�� 1.4 QUALITYASSUR4NCE �
P�[° ,�, B. RELATED SECTIONS Installerto be expenenced in the installation of E. Stainless steel bonded washer is 302 stainless
�� �,�a I.Sedion 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less and EPDM. �
'�-y. �� 2.Sedion 07500:Roofng than 5 years in the area of the project. � -
� t�$ 3.Division I:Administrative and procedural 23 FINISH—Mili Finisb
� .��"�"���. requirements I.5 DELIVERY/570RAGE/HANDLING
A. Bracket is mill fnish aluminum
'��t f�4 {���*y,,',.�_� 4.Division7:Thermal and Moisture Protection Inspect matenal upon delivery.Notify manufacturer
''� N t i p � B. Base flashing(choose one)
' e� i ���' within 24 hours of any missing or defedive items.Keep
G�x � L2 SYSTEM DESCRIPTION matenal d covered;and off the round until installed.
� �� �}� r�� ;" � � ry� g I.MiIIFinish
i . „ A. COMPONENTS:
fs �'�l�fik � i� ��}, w�` I. GreenFasten system consists of aluminum 2.Black-kynar painted �
�,�, o� '� flashin with inte ral EPDM bushin and one PART 2 - PRODUCT$
y a 8 8 8 3.Dark Bronze-kynar painted
�' 7 �a �� 3� bonded stainless steel and EPDM washer.
, „ k v 2.1 MANUFACTURER � �
�' �� v 2. Fasteners EmFasten Solar� PART 3 - EXECUTION
�±��' ' y � A.To be of inetal compatible with aluminum Zg9 Harrel St Morrisville,VT.05661
fF ( r`�� 1 � � r GreenFasten com onents.
i �� � o p (877) 859-3947 3.1 FXAMINATION �
,�,� ,� a B.Farteners should be seleded for
n www.ecofas[ensolar.mm. A. Substrate:Insped structure on which brackets
�, �� �� � compatibility with the roof detk are to be installed and verify that it will withstand
' # �� s CFastener rtrength should.exceed or be equal z z_ MqTER1AL5 �any additional loading that it may incurred.Notify
�`+r ' L �} �{#� _ o to that of the allowable load of the system. A. Attachment Bracket General Contractor of an defciencies before
<,'i,�� t + � v See tert data at www.emfastensolactom 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets.
.,w _ � '� r-� �� " 3. Sealant(if required by roof manufadurer). � .
tli E B. Venfy that roofing matenal has been installed
�� '' � o to be roof manufadurer approved. I. F-I I I correctly prior to installing solar attachment brackeis.
� � 4. Aluminumattachmentbracket � 2 L-101-3"
�� t • ' '� � 3. L-102-3" 3.z WSTALLATION
�� �. �� ,�., 4. CP-R A. Com I with architedural drawin s and
B. DESIGN REQUIREMENTS:
+t �- ' 1' � o� 5. CP-SQ P Y S
� m I. Bracket spacing to be recommended by projed engineers recommendations for location
t � . 6. SL-102-6" �
- ^ projed engineer. of system.Comply with Manufacturers written �
- � m 2. Install a minimum of one fastener assembly Z Z-I 01
� �� `{���" 3. It is important to design new structures or $� Custom installation instructions-for installation and layout.
' - " '�'' � assess existing rtructures to make sure that
. . ��� �° they can withstand retained loads. - �
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,�; ,: ' GREENFASTEN"" PRODUCT GUIDE - GF-I
� x � American Wood Council Lag Bolt Pull-Out 1/alues
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� Lag screw specifications
�� Specific
��,� � � t 4} � Graviry 5/I b"sha(t'
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� ����k[+ �' ��-`� ,, per inch thread depth .
���� p� � * �{:�, w Douglas Fir,Larch 50 266
����±� r � ,i � Douglas Fir,South 46 235
�#��` �f j v Engelmann Spruce,lodgepole Pine .46 .
` (MSR 1650 f&higher) 235
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t � � � Hem,Fir,Redwod (dose grain) .43 212
f���}��` �� ' ��.� F � Hem,Fir(North) .46 235 �
��- '�� - f � Thread
� � ��, a. v Southern Pine .55 307 �
z �1 � � � Depth
.�,,. � � � o Spruce,Pine,Fir -.42 205 �
t� ;� � �S ��� v Spruce,Pine,Fir 50 266
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SolarMount Technical Datasheet
Pub 170818-0td W.0 August 2017 I
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Clip.................................................................................................1
MidClamp....................................................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot...........................................................................................................................3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware
SolarMount Bottom Up Module Clip
Part No. 302000C
Washer • Bottom Up Clip material: One of the following extruded aluminum
Bottom Nut (hidden..se alloys: 6005-T5, 6105-T5,6061-T6
Up Clip �p • Ultimate tensile: 38ksi,Yield: 35 ksi
• Finish:ClearAnodized
• Bottom Up'Clip weight:—0.031 Ibs(14g)
Beam Bolt ' Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
UNIRAC documents
• Assemble with one '/."-20 ASTM F593 bolt, one'/,"-20 ASTM F594
serrated flange nut, and one X"flat washer
� "` � Use anti-seize and tighten to 10 ft-Ibs of torque
Resistance factors and safety factors are determined according to
r part 1 sedion 9 of the 2005 Aluminum Design Manual and third-
party test results from an IAS accredited laboratory
"' - - - • Module edge must be fully supported by the beam
� * NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
� I � Applied Load Averege Aliowable � Safety Design Resistance
4 Direction Ultimate Load Factor, Load Factor,
( � Ibs(N) Ibs(N) FS Ibs(N) m
� �'i' Tension,Y+� 1566(6967) 686(3052) 228 1038(4615)� 0.662
Y �.�_.....i.
� n _ � � Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.44t
l..�X U Sliding,Zt 66(292) 27(119) 2.44 41(181) 0.619
Dimensions specified in inches unless noted
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• � • • - . . . . :�UNIRAC
A NiLil fNOUP COMrpNv
SolarMount Mid Clamp
Part No.302101C,302101D,302103C,302104D,
3021050,302706D � �
rra Bolt ' Mid clamp material: One of the following extruded aluminum
Mid �a e Nu alloys:6005-T5, 6105-T5,6061-T6
Clemp • Ultimate tensile: 38ksi,Yield: 35 ksi
• Finish: Clear or Dark Anodized
• Mid clamp weight: 0.050 Ibs(23g)
I • Allowable and design loads are valid when components are
assembled according to authorized UNIRAC.documents
• Values represent the allowable and design load capacity of a single
mid clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble mid clamp with one Unirac Y."-20 T-bolt and one Y,"-20
ASTM F594 serrated flange nut
Beam • Use anti-seize and tighten to 10 ft-Ibs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and ihird-
_ party test results from an IAS accredited laboretory
I Applied Load Averege Allawable Safety Design Resistance
�momnr��--�—_" Direction Ultimate Load Factor, Load Factor,
aervhennooinEs� I �+ .
Ibs(N) Ibs(N) FS Ibs(N) m
Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667
� � . Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665
� � � Sliding,Xt 1194(5312) 490(2179) 2.44 741 (3295) 0.620
t_�'X
Dimensions spacified in inches unless noted �
SolarMount End Clamp
Part No.302001C,302002C,302002D,302003C, �.
302003D,302004C,302004D,302005C,302005D,
302006C,302006D,302007D,302008C,3020080,
3ozoo9C,3o2oo9D,3ozo�oC,3o2o11C,3ozo�2C • End clamp material: One of the following extruded aluminum
alloys:6005-T5, 6105-T5, 6061-T6
= o�� : Ultimate tensile: 38ksi,Yield: 35 ksi
Finish: Clear or Dark Anodized
• End clamp weight: varies based on height: -0.058 Ibs (26g)
k d Clamp • Allowable and design loads are valid when components are
Serrated assembled according to authorized UNIRAC documenfs
� Flange Nut • Values represent the aliowable and design load capacity of a single
_ end clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated �
• Assemble with one Unirac'/."-20 T-bolt and one Y:'-20 ASTM F594
Bea serrated flange nut
• Use anti-seize and tighten to 10 ft-Ibs of torque
• Resistance factors and safety factors are determined according to ,
part 1 section 9 of the 2005 Aluminum Design Manual and third-
Y party test results from an IAS accredited laboratory
� • Modules must be installed at least 1.5 in from either end ot a beam
�rX
r �s �{ Applied Load Average Allawable Safety Design Resistance
�mnw� .
� _1�,f��, � Direction � Ultimate Load Factor, Loads Factor,
,�,,,, �� Ibs(N) Ibs(N) FS Ibs(N) m
•�� (((���'''���---
�w�i+� � ��� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
�aoue
P1O1�� Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330
� Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555
. Dimensions specifle4ia-inshes-unless-nated
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. . . . . . . . - - :� UNIRAC
a wm creour mmrnrvr
SolarMount Beam Connection Hardware
SolarMount L-Foot
Part No. 304000C, 304000D
• L-Foot material:One of the following extruded aluminum alloys:6005-
T5,6105-T5,6061-T6
• Ultimate tensile: 38ksi,reld:35 ksi
• Finish: ClearorDarkAnodized
• L-Foot weight:varies based on height:-0215 Ibs(98g)
• Allowable and design loads are valid when components are
Bea assembled with SolarMount series beams according to authorized
Bolt UNIRAC documents
L-Foot • For the beam to L-Poot connection:
•Assemble with one ASTM F593'/a"-16 hex head screw and one
errated ASTM F594'/d'serrated flange nut .
Flange Nu •Use anti-seize and tighten to 30 k-Ibs of torque �
� • Resistance fadors and safety factors are determined according to part
1 section 9 of the 2005 Aluminum Design Manual and third-party test
Y results from an IAS accredited laboratory
�_ NOTE: Loads are given for the l-Foot to beam connection only; be
�X � sure to check load limits for standoff,�ag screw,or other
� ��-� attachment method
. � �,E� Applied Load Average � Safety Design Resistance
nao,roa I Direction Ultimate Allowable Load Factor, Load Factor,
�"�"OMt�� Ibs(N) Ibs(N) FS Ibs(N) m I
s � '�' Slidin Z± 1766 7856 755 3356 2.34 1141 5077 0.646
L.-:.oi- = 9� ( ) ( ) � ) I
Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 i
Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615
Traverse,Xt 486(2162) 213(949) 2.28 323(1436) 0.664
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- �HILiIGROUVfOMW�NV
SolarMount Beams
Part No.310132C, 310132GB, 310168C, 310168C-B, 310168D
310208C, 310208C-6, 310240C, 310240C-B, 310240D,
410144M,410168M,410204M, 410240M
PropeRies Units SolarMount SolarMount HD
Beam Height in 2.5 3.0 �
� Approximate Weight(per linear ft) plf 0.811 1.271 ,
Total Cross Sectional Area in' 0.676 1.059
Section Modulus(X-Axis) in� 0.353 0.898
Section Modulus(Y-Axis) in' 0.113 0.221
Moment of Inertia(X-Auis) in° 0.464 1.450
Moment of Inertia(Y-Axis) in° 0.044 0.267 - i
Radius of Gyretion(X-Axis) in 0.289 1.170
Radius of Gyratioq(Y-Axis) in �0.254 0.502
'y h s ��=^x1w^�� ..fy
* .3{yiH � 7 ..
. ,. ':i . .7 �,�
. „ el � . ... , � . qn l '
.�: , ., +,J t+ as] . .> ...
SLOT FOR T-BOLT OR l,�Zg�
1 SLOT FOR T-BOLT OR .
�" HIX HEAD SCREW 1/a"HEX HEAD SCREW
2X SLOT FOR SLOT FOR
BOTTOM CLIP 2.500 BO7TOM CLtP �
T 3.000
T
1.316 �
SLOT FOR
�"HEX BOLT SLOT FOR 1385
I ' 3�" HEX BOLT I I
387� LL
750
1.207
. Y , Y 1.875 �
� �
I"►X (—►X
� � SolarMount Beam SolarMount HD Beam
Dimensions specified in inches unless noted
',, `��1/�i
` - - RGS I ENERGY
�'•�/11`` Clean Pawer.Bright Savings. �
May 6,2014
City of Salem
Building Department i
120 Washington Street,3�d Floor ,
Salem,MA 01970
Hello,
I have enclosed a building permit application,applicable fee and suppor6ng documents I
for a residential solar installation in your town. Please let me know if anything else is j
required to approve our permit.
Once the'permit is ready please use the enclosed self-addressed stamped envelope to
send to us.
Thank you and let me know if you need anything else,
�� ''
Kim Hendel
� Operations Specialist � � -
RGS Energy � .
32 Taugwonk Spur Road,Al2 . .
Stonington CT 06378
Ph 860-535-3370
Fax 413-683-2225
ki mbedy.hendelQRGSenergy.com �
32 "Caugwonk Spur,Al2,S[oi�ington,C7'06378 I tel. 860.535.3370 I fax 413.G831225 I
RGSLnergy.com