38 ORNE ST - BUILDING INSPECTION �
I f� - I N -1 3S � �S'oal ��38
�, The Commonwealth of Massachusetts �,r �
`� Board of Building Regulations and Standards I $P����L $
� Massachusetts State Building Code, 780 CMR � �nq' RyiCES
� Revised Mar 2011
Building Pemiit Application To Constn�ct, Repair,Renovate Or Demolish a,. 11� AUG I 8 P �: 02
One-or Two-Fmnily Dwelling �' � .
This Section For Official Use Only "v�+ R
� Building Permit Number. Dat Applied: #�: „�
.� ,�i� a �
� . Building Official(Print Name) Signa[ure Date -
SECTION 1: SITE INFORMATION
� 1.1 Prop �� ress: 1.2 Assessors Map&Parcel Numbers
38 Orne Street �
� l.la Is this ep[ed s[reet?yes X no � MapNumber Parcel Number
7.3 Zoning Informallon: 1.4 Property Dimensians:
residence-no change
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
I 1.5 Building Setbacks(tt) n/a
Front Yard . Sidc Yards Rear Yard
Required Provided Required Provided Required� Provided
1.6 Water Supply:(M.QL c.40,§54) 1.7 Flood Zone In(orma6on: 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 Owner of Record: � .
Sharon Gardner Salem, MA 01970 . .
� Name(Print) City,Slate,ZIP .
38 Ome Street 978 744 6�44 �
No.and Street �TelepNone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply)
New Construc[ion❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ ,
Demolition ❑ Accessory Bldg. ❑ Number of Units Other 13 Specify: solar
Brief Descrip[ion of Proposed WorkZ: Installation of a S.SkW roof mounted solar array using 22 Canadian Solar �
, CS6P-250P modules, a Fronius IG Plus A 5.0-240 inverter,and all associated electrical work.
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials
l.Building $ 4,000 >� 1. Building Permi[Fee: $ Indica[e how fee is determined:
❑Standard City/Town Application Fee
2.Electrical $ 15,000 ❑Total k�ioject Cose�(Item 6)x multiplier x
� 3.Plumbing $ 2. Other Fees: $
4.Mechanical (HVAC) $ List:
5.Mechanical (Fire $
Su ression Total All Fees: $
Check No. Check Amounh Cash Amount:
6.Total Project Cost: $ 19,000 ❑paid in Full ❑Outstanding Balance Due:
(11 g 1 l.J�.p Tb P�t.T�TL l S S �2 S
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 102054
10/6/14
Michael Rotondo � License Number . Expiration Date
Name of CSL Holder �
61 Gellette Road List CSL Type(see below)
No.and Street Type Description
Fairhaven, MA 02719 � U Unrestricted Buildin s u to 35,000 ca R.
R Reshictedl&2Famil Dwellin
City/Town, tate,ZIP M Mason ' . �
RC Roofin Coverin
WS Window and Sidin
� SF Solid Fuel Buming Appliances
401-215-7056 michael.rotondo@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 Regis[ration Number Expiration Date
HIC Company Name or HIC Registrant Name �
32 Taugwonk Spur,Al2 kimberly.hendel@rgsenergy.com
. No.and Street �Email address
Stonington, CT 06378 860-5353370
� Ci /7'own,State,ZIP � Tele hone
SECTION 6:WORKERS'COMPENSATION 1NSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this applicatioa Failure to ptovide
this a�davit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes ..........L� No...........❑ � � '
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
l,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Energy .
to act on my behalf,in all matters rela[ive[o work authorized by this building pertnit applica[ion.
' see signed authorization form attached Ih�( �
Print Owner's Name(Electronic Signature) Date
SECTION 76:OWNER�OR AU7'HORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
co'� i ed in t is applica ' n is we and accurate to the best of my laiowledge and understanding.
IS I�
Pnnt Owner s or Authonzed Agen['s Name(Elec[ronic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered con[rac[or
(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. on v/oca Information on the Construction Supervisor License can be found at www.mass.eov/d� �
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) .
Gross living area(sq. ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project CosP'
1�/,
=� = RGS I ENERGY
'�/�1`` Clean Power.Brigh�Savings.
Property Owner Consent Form
�WneC: SharonGardner � � '
AdC�fESS 38omestreet
TOWI1: Salem
State: ^^A
Zip: ois�o
Phone: s�s-�aa-s�aa
I hereby give permission to RGS Energy and their
representatives to pull the required permits for a solar -
installation on my property.
. ` �
�P-r-opecty-0wn 'r> ,� _at`e"'� �
I
32 Taugwonk Spur,AI2,Stonington,CT 06378 � [el.860.535.3370 � fax 4I3.6832225 I RGSEncrgy.com � ,
1►/,
�� = RGS I ENER�Y
'//1``` Clean Power.Bright Savings.
August 15, 2014
City of Salem
Building Deparhnent
120 Washington St,3�d Floor
Salem,MA 01970
Hello,
' I have enclosed a building permit application, applicable fee and supporting documents
for a residential solar installation in your town.Please let me know if anything else is
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,
/V�`' � �
Kim Hendel -
Operafions Specialist - � �
RGS Energy -
32 Taugwonk Spur Road,Al2 . �
� Stonington CT 06378 � , , �
Ph 860-535-3370
Fax 413-653-2225
kimberlv.hendelQRGSener .�y com . .
. 32 7�augwonk Spur,Al2,SConingCon,C'f 06378 I Cel. 860.535.3370 I fax 413.C83.2Z25 I
RGSGnergy.com
_" �J��r� `t!r»rin��iiii{i�ir�/� ���" �lri.;.;irr�ii,tr/L:
y, -' ' Office of Coasumer Affairs and Busmess Regulation .
d„��,f� • 10 Pnrk Plaza - Suite 517U
Bos�on,Mossochwsctts 0211 G
Home lmprovement Connmctor Reaistration
Replclratlan. 182708
, 7ype' PMiale Caooretbn
. Ewirallon. �1811015 TA 2J7222
ALTERIS RENEWABLES INC.
MICHAEL ROTONOO '- '-
J2 TAUGWONK SPUR Al2 ---
STONINGTON, ct 06378
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APEX Engineering www.thestructurals.com !.�
281 East Hamilton Avenue • Suite 5 •Campbell • CA • 95008-0232 y�V��
Telephone:408.379.2068• apex@thesiructuials.com ���,a�¢ Q
friday,July 18, 2014
5328-14 Gardnec 10122770 R.Ward MA RGS �y� �W�
._ ...a ... ._ .,,� __
_ . . „ee._, ���. , R ° .A„_e�.
� 4
ROOF Photovoitaic * �` �
DC Rating: 5.50 kW �T
Gardner, Sharon '
38 Orne St �^i 1� �
Salem, MA 01970 L
Jurisdiction: City of Salem � L --
To: Building Department, ���• �-1—�•=�-=s-+ �
The aforementioned structure has been examined and it has been determined that the �
structure can support the proposed 5.50 PV system. We have verified the structural integrity
of the roof framing and found that the installation will satisfy the structural roof framing design
loading requirements of governing codes: MA 780 CMR, 8th Edition -including 2/4/11
revisions to Tables R301.2(4) & R301.2(5)ASCE/ANSI 7-05 Minimum Design Loads for
Buildings and Other Structures. '
The design is based on wind speed of 100 mph, exposure C, snow load of 27.7 psf and PV
Panel of 3.30 psf. The PV attachment at 48" OC staggered, maximum has been approved by I
APEX Engineering. The photovoltaic system and the mounting assembly compty with the I
loading requirements. The roof structure is adequate to support self-weight of roof, PV panels
and snow loading conditions and wind pressures.
Sincerely, �,n���,
. � N�oeute damp
�.jµ�F'�Ise - un'vac 5aamaum �
y� �a0 . Reiw/l-toot
i� rHonu►s r. y�, ��„
o YATES � �oscen wan caSa�tted
c� CNIL w Moame(TYP.) �----_�. �'`�^'� &adi�nna auminum Rah'viq
No.57039 R�p �-'
SJt6k 3.SS.S.Lng Bott
�ONALP��� �'' . O w12S M6mmum Penetretion
t�.- Ze G Sealed w/A��weO Sealani
�
Expires: 06/30/2016 t x
g ae�
n Attachment Detail
I - �`./ . S�Iz 1•_1•-0•
APEX Engineering www.thestructurals.com !.�
281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 AV�A
Telephone: 408.3792068• apex@thestructurals.com � ���;c¢
P� a
Friday,July 18,2014
5328-14 Gardner 10122770 R.Ward MA RGS �u� ��� �
e .
ROOF Photov I i � � � k
otac
DC Rating: 5.50 kW ��
Gardner, Sharon ' b mm
38 Ome St "°""�� �
Salem, MA 01970 �
Jurisdiction: City of Salem � --
To: Building Department, �°�� �-�- �—�°_—�-__-� �
The aforementioned structure has been examined and it has been determined that the
structure can support the proposed 5.50 PV system. We have verified the structural integrity
of the roof framing and found that the installation will satisfy the structural roof framing design
loading requirements of governing codes: MA 780 CMR, 8th Edition -including 2/4/11
revisions to Tables R301.2(4) & R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for
Buildings and Other Structures. i
The design is based on wind speed of 100 mph, exposure C, snow load of 27.7 psf and PV
Panel of 3.30 psf. The PV attachment at 48" OC staggered, maximum has been approved by
APEX Engineering. The photovoltaic system and the mounting assembly comply with the
loading requirements. The roof structure is adequate to support self-weight of roof, PV panels
and snow loading conditions and wind pressures.
Sincerely, cNo,o,ovueesa
rnoawe aorw
�.�H�F MAse unirae Solartmum
� �ML+. � Red w�L-faot
�� THOMAS J. ��, e��,�„
o YATES � � Gre�Fc�ten wro,CaSo-�otteo ,
c� CIVIL rn Moawe(TYP.I� � �� &adcet aro nwmmwn Flashmg
No.57039 R�p
Sn6"x 3.SS.S.Lag BOIi
��!&TEP��,[�� w12.S M6�n Penetration
�ONAI.t�- 24 pG• Se3leEwlAp�xoveOSealant
�'�
Expires: 06/30/2016 7 X��
� Attachment Detail
Iu s� i•= ro-
___ + _____ _ ___ __ _ ____ ___ _ �
FOR CONSTRUCTION �i �v�a��i
Grid-Tied Photovoltaic System RGs
DC Rating: 5.50 kW EN,EeRGY
Gardner, Sharon
32 Taugwonk Spur,Al2
38 Orne St , Stonginton,R06378
Salem, MA 01970 Phone�860)535337�
, � Fax(413�683-2225
Jurisdiction: City of Salem SF1Q@t LISt GRID-TIED
PHOTOVOLTAIC SYSTEM
Sheet No. Sheet Title
5.50kW DC @ STC
SCOp@ Of WO�IC: G2f1@f8I NOt2S: PV-000 . COVER (`,ARDNER, SHARON
RGS Energy shall install a 5.50 kW Grid-tied Photovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A01 SITE PLAN 38 ORNE ST
totaling (22) Canadian Solar CS6P-250P Modules with (1) Fronius IG Plus A Of Salem. PV-A02 MODULE LAYOUT SALEM, MA 01970
5.0-1 UNI SVing Inverter(s). The Modules shall be flush mounted on the 2. All projects will wmply with the Ordinances of the City of Salem. Project# 10122770
asphalUcomp. shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, PV-A03 DETAILS �s,�„ER: KML
connection. No time on Sunday or legal Holidays.
4. Product Data Sheets shall be included. PV-A04 MATERIALS p�„E,,,�R RW
EqUlpfll@flt Sp@CIfICBtIOf1S: 5. RooRop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM �E�����*E. 2014-07-18
Module: (22) Canadian Solar CS6P-250P licensed conVactor.
Inverter 1: (1) Fronius IG Plus A 5.0-1 UNI 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS REVISIONS
Racking: UniRac SolarMount laboratory. PV-G01 SIGNAGE # eY Date Notes
Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall include UL1703, IEC61646, IEC61730.
CP-SQ-Slotted Bracket and Aluminum Flashing 8. A continuous ground shall be provided for the Array and for all ` '
Photovoltaic Equipment ':` ✓F �'Wf P'� �"' � �' ''�'*` '�,:� � '+' �°�� z
ROOf Sp@CIfIC8tIO11S: 9. DC Wiring shall be run in metal conduit or raceways within enclosed �" �� � " �� '�,, ��� ° °' R ° °; '"� �,M; 3
Arre 1: Arra 2: spaces in a buildin ,- � ' '� a �N�r«� ��`� � �"`° '
m AsphalUComp. Shingle AsphalUComp. Shingle 10. Conduit,Wire systems and Raceways shall be located as close as ��'' "" ' �� 4 � „ �' `' + �e�' °`�� s
• � .
� (Single Layer) (Single Layer) possible to ridges, hips, and outside walls. F �; �� ;, ,;,'
& 2"x 8" Rafters @ 24"O.G 2"x 8" Rafters @ 24"O.C. 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall w � n Q � s =. _ � ." �,�
� Pitch: 37° � Azimuth: 215° Pitch: 37° � Azimuth: 215° use guidelines that minimize the total amount of conduit by taking the �t�:n,�,���3�� ���� !r= � ID �,�sP„
Array Size: 10 Modules Array Size: 12 Modules shortest path. r � ��,� � _ , e�� ^�
12. Space Requirements for elecVical equipment shall comply with NEC ' • - �- ° �, � �4
Slt@ Sp2CIfIC8t10I1S: Article 110. �` � �''ry;� "''�`� � _`;;^ � „��, ;'�
Occupancy. II Single Family Dwelling 13. Equipment grounding shall be sized in accordance with Table � � `,� � �' ` E v�'�� `y a: �� � �' J
i Design Wind Speed: 100 MPH 250.122. �,;��,��� �,, "`�� � u ,�.,y`9 +���� �+ 4 � �� ��
U Exposure Category C 14. Connectors that are not readily accessible and that are used in the ;�.� ,� , .'� _ �r �"'�_� t ^�r'.� � ,
SMean Roof Height: 35 ft circuits operating at or over 30V AC or DC shall require a tool for i , �,.a 5 t '° t „a �,'� .�^.�- ' w��
u Ground Snow Load: 40 PSF (Reducible) opening and are required to be marked"Do not disconnect under �; (;,,�;, z _�. �°-.,,,;� ` . � � � � ,�
' Adj. Roof Snow Load: 27J PSF load"or"Not for current interrupting", per 690.33(c) &(e). �, F„. "�}� � sa a a �"'U A "` ,3 ��E_ +� ��
m 15. All signage to be placed in accordance with local building code. ` -' t .�� ^x ;� ,��-�� rc,�'�,y s�v� a��y�� �"
� All WOfk t0 b@ I� CO�Y1p118t7C@ Wlth: 16. Signs or Directories shall be attached to the elecVical equipment or �;�ti �,,,_E��",`", r+��s,},.�.����z;�x „�„%�^�-r„d,��.,��_,�^'� . -
= 2014 National Electrical Code(NEC) located adjacent to the identified equipment �
y 2009 Intemational Residential Code(IRC) 17. Signs should be of sufficient durability to withstand the environment.
� 2009 Intemational Building Code(IBC) 18. Any plaques shall be metal or plastic with engraved or machine '+.
2012 Intemational Fire Code QFC) printed letters, or electro-plating, in a red background with white . �
2012 Uniform Mechanical Code(UMC) lettering, a minimum of 3/8"height and all capital letters.
2012 Uniform Plumbing Code (UPC)
�
o MA 780 CMR, 8th Edition
� -including 2/4/11 revisions to Tables R301.2(4)8 R3012(5)
a ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other : +•�,
SVuctures �< �"�`'°` �
�!.. �°+�
As amended and adopted by City of Salem - �4� �xy �,R�, �� +�' �"�I�; �E N/A
'��.�. °
"`�' COVER
«�4�
�
PV-000
� `FOR CONSTRUCTION � �o1,/i'
{ ��/,`a�
�
RGS
� � ENERGY
' •�\ Cle:niPourx.8n9htSa�4nys.
� . , 32 Taugwonk Spur,Al2
�\ - Stonginton,CT06378
' ; �\\ Phone(860)535-3370
. Fax(413�683-2225
� GRID-TIED
� (N)PV Array 2:
'y"'� 12 Canadian Solar CS6P-250P Modules PHOTOVOLTAIC SYSTEM
/
� 5.50kW DC @ STC
� GARDNER, SHARON
� 38 ORNE ST
,` /
h j (E) Single Family Dwelling SALEM, MA 01970
_� / Project# 10122770
�� % oEs��NER: KML
� R���A RW
n' % (N) PV Array 1:
% `' 10 Canadian Solar CS6P-250P Modules �as�o��*E. 2014-07-18
. % . . REVISIONS
� O o
� � ♦ � � � # BY Date Notes
�� �� i
•�
Equipment on Exterior Wall: � � z
(E) Utility Meter �� ��
3
(N)30A AC Disconnect ��` �� � (E) Property Line n
Equipment ori Intefior Wall: '� �
� (E) Main Se ice Panel �'� ` � 5
� (N) PV Interconnection Breaker �� � '�
(N) Inverterw/Integrated DC Disconnect � �•�
(N) SunRun Meter �� �
' �\ ♦
♦
/ �`
Rapid Shutdown \�•� / '�
@ Roof ♦ ` (E) Driveway �,`
� �` � ♦
g . (N)EMT Conduit-On •� ��
RoofB UnderEaves �. �
X �� •`\
o '\ �
� � \
•� � �%
v �,
m \` �� ',.�' /
a Equipment Specifications: \��`� , �%
Module: (22) Canadian Solar CS6P-250P ' ��` / //�
Inverter 1: (1) Fronius �G Plus A 5.0-1 UNI (E)Garage ��
Racking: UniRac SolarMount �� �
Attachment Flashing: Eco-Fasten Green-Fasten with �•� i'�
♦ �
� CP-SQ-Slotted Bracket and Aluminum Flashing •\ �
� Roof Specifications: ``�:'
Arrayl: Array 2: �� �. 1"= 15'
AsphalUComp. Shingle AsphalUComp. Shingle
(Single tayer) (Single Layer) ,.r SITE PLAN
2"x 8" Rakers @ 24"O.G 2"x 8" Rafters @ 24"O.C. �
Pitch: 37° � Azimuth: 215° Pitch: 37° � Azimuth: 215° p��r�,
Arrey Size: 10 Modules Array Size: 12 Modules �y� W E
r L
NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES PV—AO�
FINAL LOCATIONS TO BE DETERMWED DURING INSTALLATION � � �y S
i
�FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS PV qRRAY 2-MECHANICAL LOADS ��11/Oi
Array Area: �77,g ft' Total Photovoltaic Dead Load: 2.92 psf Array Area: 213.4 ft' Total Photovoltaic Dead Load: 2�85 Psf sI/,1��
Array Weight: 520.0 Ibs Avg. Dead Load per Anchor: 26.0 Ibs Array Weight: 606.41bs Avg. Deatl Load per Anchor: z5.3 Ibs RGS
Anchor Qty.: pp A��ho�aty.: 24 . - . E N E RGY
Design Values by Roof Zone: Comer Egde interior Design Values by Roof Zone: Comer Egde Interior Glearz?oa.ror:erig�tiSaNngs.
Max. UniRac Rail Span: 60 in. O.C. 60 in.O.C. 60 in. O.C. Max. UniRac Rail Span: 60 in. O.C. 60 in.O.C. 60 in. O.C. � 32 Taugwonk spur,Al2
......................... ................................................. ......................... .......................... ......................... . Stonginton,Ci 06378
Max. UniRac Rail Cantilever: 20 in.O.C. 20 in.O.C. 20 in.O.C. Max. UniRac Rail Cantiiever: 20 in.O.C. 20 in.O.C. 20 in. O.C. � phone(a5o)535-3370
......................... ............................................ ...... ......................... .......................... .........................
Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in.O.C. Adjusted Anchor Span: 48 in. O.C. 48 in.O.C. 48 in. O.C. , Fax(a13)5s3-2225
......................... ................................................... ......................... .......................... .........................
Downforce Point Load: 342;6 Ibs 342.6 Ibs 342:6 Ibs Downforce Point Load: 348:7 Ibs 348.7 Ibs 348:7 Ibs GRID-TIED
Uplift Point Load: _27�2�bs -2712 Ibs -224.4 Ibs Uplift Point Load: _2g0.6 Ibs -290.6 Ibs -243.7 Ibs PHOTOVOLTAIC SYSTEM
Minimum Anchor Strength: 707 Ibs Minimum Anchor Strength: 707 Ibs
Average Safety Factor: 2,g3 Average Safety Factor: Z.gg 5.SOkW DC @ STC
GARDNER, SHARON
38 ORNE ST
SALEM, MA 01970
, (N) PV Array 2: (N) PV Array 1: Project# 10122770
12 Canadian Solar CS6P-250P Modules '10 Canadian Solar CS6P-250P Modules
47, oesicHeR�. KML
Z� 6,_g" (E)Vents(TYP) 10�_2�� 2� ����R RW
� veasioHonre 2014-07-18
10„ . �p„
o . REVISIONS
. # BY Date Notes
(E)Chimney '
z
(E)Skylight
3
d
o I 5
a �3;_6,�
s 18' 16'3" 16'3" 18'
� 10'-10" ,
. (E) Vents (TYP)
$ o
� .
� ��
m '10" .. . � 90��
m
= 16'-11" �0'-2" . 5'-5" —�'
N .
:
` Rapid Shut Down
Enclosure at Roof
t�
ti
UniRac SolarMount Mounting Notes: . -
� • Total Quan6ty of Attachments=44 '
� • Roof Zones are defined by dimension, a=3.0 ft. �
� • Maximum Al�owable Cantilever for UniRac Rail is�the Maximum Rail Span g
• Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and 3f16" = 1'-0"
Aluminum P�ashing attached with 5/16"x 31/2° Lag Bolt, Hex Head, 18-5 SS s �G�E
• All Dimensions shown are to module edges, including 1 in. Spacing belween Modules required when using the Top Equipment Specifications: Roof Specifications:
, Clamp Method. Module: (22)Canadian Solar CS6P-25oP Arrayl: Array 2: MODULE LAY�UT
• The SolarMount Rails will e�ctend 2-1/2 in. beyond the Module Edge in order to support the End Clamps. Inverter 1: (1) Fronius IG Plus A 5.0-1 UNI AsphalUComp. Shingle AsphalUComp. Shingle
• UniRac requires one thermal expansion gap(6 in.)for continuous sections of rail greater than 40'in length Racking: UniRac SolarMount (Single Layer) (Single Layer)
• Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub 11061G1cc, Attachment Flashing: Eco-Fasten Green-Fasten with 2"x 8" Rafters @ 24"O.C. 2"x 8" Rafters @ 24"O.C.
June 2011 CP-SQ-Slotted Bracket and Aluminum Flashing Pitch: 37° � Azimuth: 215° Pitch: 37° � Azimuth: 215� PV-A02
• Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary Array Size: 10 Modules Array Size: 12 Modules
depending on field conditions.All attachments are st8ggered amongst the framing members.
---- _ _ __ , _�_._
. L
FOR CONSTRUCTION Ground WEEB& ��1+,��
` Module Clamp s/�/���
Unirac Solarmount RGS
5oP Ra''"'"-'°°` ENERGY
CS6P-2 ECA-FaSten � CkanPac:xr.engn;5eviri0s.
S�`�g\e Green-Fasten With CP-SQ-Slotted 32TaugwonkSpur,Al2
Gomp Module(1YP.) Bracket And Aluminum Flashing stongincon,cr o537a
Phone(860)535-3370
sPha�U "�G� ROOftO Fax(413)683-2225
P 8 etsCp 2A P / - 5/16"x3.5"S.S. Lag Bolt
,�yaft w/2.5" Minimum Penetration GRID-TIED
Z^X 4„ 0 G Sealed w/Approved Sealant , PHOTOVOLTAIC SYSTEM
2
Ra�te�s @ 5.50kW DC @ STC
2'Xa GARDNER, SHARON
38 ORNE ST
SALEM, MA 01970
Attachment Profile � � Attachment Detail P�°;e��# '°�2z��°
1 Scale: 3/4" = 1'-0" � Scale: 1" = 1'-0" oEs���ER KML
- REVIEKER: RW
20" Max Zp��Max
Roof Framing PV Module Rail Overhang Rail Splice Rail Overhang �Rs�ohoA.e. 2014-07-18
REVISIONS
� Landscape: -8.9 in. � # eY Date Notes
�
Roof Anchor ---__� � r;� Portrait: -12.8 in. ,
8 Flashing L �J
z
Landscape: -21.0 in.
Anchors located Portrait: -39.0 in. '
on altemate roof �� "
� framing members � .. i L� s
g " Stagger splice locations Min of 2 supports
� .,,. �; µ within the each row of modules on either side of splice
48"Max with a max spacing of 60"
Anchor Spacin SolarMount Rail
� Staggered Attachment Detail (Typ.) � Rail Splice Detail
'� �S � NTS
= t.57 i n. .
$ ��' �38.7 in.--I � � � . .
� =�: -�: 1
� MouMirg
m l H��eS � A SolarMount Rail PV Module
a
� T � .
= Canadian So�ar � '�
LL ;; — Rapid Shutdown
y CS6P-25oP Roof " DC Disconnect
z . 64.5 in. 9 ���
` Framin NEMA 4 Rated
1
0
A -
� � T ; ; I
--►B �-- _I B�-- �"
Roof
Distance from Module Corner AttaChments � 'G"� VARIES
Minimum Maximum "" �
LongSide, A 9.4in. 16.tin. �� Rapid Shutdown Detail � oErA��s
Short Side", B 7.9 in. 9.8 in. �
V
'TopClamps mey 6e used on the Short �$ .
Sides of the Module - � ' .
� ��� UL Approved Mounting Locations PU-/�03
N.T.S.
__ _____ � � _.
;
�__ __ _ __ _
. Y
` FOR CONSTRUCTION � . �i11/is
�
Grid-Tied Photovoltaic System RGs
DC Rating: 5.50 kW ENERGY
� � ' C15anPoutir.6Mgh:aa'.ing3.
Gardner, Sharons 32TaugwonkSpur,Al2
38 Orne St � Phone'(860)35-3370
S81em, MA 01970 Fax(a�31 ea3-zzzs.
Jurisdiction: City of Salem Sheet List GRID-TIED
PHOTOVOLTAIC SYSTEM
Sheet No. Sheet Title
' S.SOkW DC�STC
Scope of Work: General Notes: � PV-000 COVER GARDNER, SHARON
RGS Energy shall install a 5.50 kW Grid-tied Photovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A01 SITE PLAN 38 ORNE ST
totaling(22)Canadian Solar CS6P-250P Modules with(1) Fronius IG Plus A Of Salem. � PV-A02 MODULE LAYOUT SALEM, MA 01970
5.0-1 UNI String Inverter(s). The Modules shall be flush mounted on the 2. All projects will wmply with the Ordinances of the City of Salem. Project# 10122770
asphalUcomp. shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-Spm Monday-Fnday, 9am-8pm Saturday, PV-A03 DETAILS oEs,�NER: KML
connection. No time on Sunday or legal Holidays. � pV-A04 MATERIALS R�„E�a RW
4. Product Data Sheets shall be induded. .1 �f
EqUIp1YlQflt Sp@CIfIC8tIO17S: 5. Rooftop penetretions shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM VEPSIONMiE ZO IQ'O/-IS
Module: (22)Canadian Solar CS6P-250P licensed contracroc
Inverter 1: (1) Fronius IG P�us A 5.0-1 UNI �6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS REVISIONS
Racking: UniRac SolarMount laboratory. PV-G01 SIGNAGE # BY Date r Notes
Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall include UL1703, IEC61646, IEC6'1730.
CP-SQ-Slotted Bracket and Aluminum Flashing 8. A continuous ground sFiall be provided for the Array and for all ' �
Photovoltaic Equipment. �'�„�„�.} �1y i ' g� �� a`�, � a"� ''^ 3"=� 2
ROOf Sp@CIfICBtIOf1S: 9. DC Wiring shall be run in metal conduit or raceways within enclosed '.: p y �� `� ,!��;}^., � � T ``�, ,r � �' ',w, ,uy;; 3
Arrayl: Array 2: spaces in a building. � `� � y s� � y s,� 'i ��. F �""" y ,° q
� AsphaltlComp. Shingle AsphalVComp. Shingle 10. Conduit, Wire systems and Raceways shall be located as close as ; "' �.e�..�� ��� e ,,+�.'��,a ��r 5
(Single Layer) (Single Layer) possible to ridges, hips, and outside walls. �; - �°� �;�� -+�= ;'.
g 2"x 8" Rafters @ 24"O.G 2°x 8" Rakers @ 24"O.C. 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall v s� . � � ' � '
� Pitch: 37° � Azimuth: 215° Pitch: 37° � Azimuth: 2'I5� use guidetines that minimize the total amount of conduit by taking the , ,„,m,,. ' ���` � ; � " ; y �.I ;,r i�
Array Size: 10 Modules Array Size: 12 Modules shortest path. �F " � .e'r �� � r = . �+�* t�
�. .ti � • �� :
12. Space Requirements for electrical equipment shall comply with NEC r g� ,, � n J -� ,
SIt2 Sp@CIfIC8tI0IlS: Article 110. � � ��g � �"'� `,�, � � ��"� R' P�fi,. ,�
_ Occupancy: II Single Family Dwelling 13. Equipment grounding shall be sized in accordance with Table y � �- �, - °
i Design Wind Speed: 100 MPH 250.122. 7 } �6 � r��,�� ; �. `-�� �= � �`� � ky � w�
` Exposure Category: C 14. Connectors that are not readily accessible and that are used in the �� q���'yr,, `�.'�� y� ^�as ��� 1 , - r
$ T �.`A'�,y ; OOP�{ �^`�' eA: '�' `" S�W 4,r� � �, ja�t w
� Mean Roof Height: 35 ft circuits operating at or over 30V AC or DC shall require a tool for ,w � a� ,�� � ` �t ..
� �. �.
x Ground Snow Load: 40 PSF Reducib�e o enin and are re uired tobe marked "Do not disconnect under 1 Y; �` . } t k�� � � � � `� �, � �
( ) P 9 4 = ,� . , � ""'�,,.., o, ' r'�rt .- o.,,
� � p g"� Per 690.33 c & e . � �•� .. a{:v �s,, ,� � ��� �,, ¢� y �
Ad. Roof Snow Load: 27.7 PSF load"or"Not for curzent interru tin ( ) ( ) � , � �. ,�€ , �, ' ,.-�ft�:q E�`�',��
m 15. All signage to be placed in accordance with local building code. 4` � t � p�r ? "-� s`` ✓+ y �^ ���x '�^.''
' All WO�k t0 b@ IIl COITI p118t1C@ Wlth: 16. Signs or Directories shall be attached to the elecVical equipment or �"�."� ,� =,w;"'a'a, `�„`-{,�`'�`� ���;'`� �^� �§'�'
s
m 2014 National ElecVical Code(NEC) located adjacent to the identified equipment.
� 2009 Intemational Residential Code pRC) 17. Signs should be of sufficient durability to withstand the environment.
a 2009 International Building Code(IBC) 18. Any plaques shall be metal or plastic witfi engraved or machine �
2012 International Fire Code(IFC) printed letters, or electro-plating, in a red background with white "��[
2012 Uniform Mechanical Code(UMC) lettering, a minimum of 3/8"height and all capital letters. ' �
. .}
2012 Uniform Plumbing Code(UPC) " '".� �
o MA 780 CMR, 8th Edition �„
� -including 2/4/11 revisions to Tables R3012(4)&R301.2(5) s,
o ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other , `t�,
SVuctures ,.:;� •��;+'
As amended and adopted by City of Salem � ; ���s;�� �. , � N/A
��.iv
�.v.. _,.
'�� COVER
4
PV-000
_____•___ _ __ � . --,--
,
� ;
FOR CONSTRUCTION �\���i�
is/1���
� RGS
' ENERGY
� � Clean Pue:er.enghi�avinq4.
� � � `� 32 Taugwonk Spur,A32
� �� Stonginton,CT06378
� ��` . Phone�860)535-3370
- Fax(413�683-2225
� GRID-TIED
� (N) PV Array 2:
- �� 12 Canadian So�ar CS6P-250P Modules PHOTOVOLTAIC SYSTEM
� 5.SOkW DC�STC
� GARDNER, SHARON
� 38 ORNE ST
� /
g � (E) Single Family Dwelling SALEM, MA 01970
2<u / Project# 10122770
O� % oEs��NEa: KML
�
�' j � (N) PV Array 1: R���a RW
% `' 10 Canadian Solar CS6P-250P Modu�es �Rs�o��rE. p014-07-18
% REVISIONS
� � O o
` � � # By Date Notes
�� �\ i
�\
Equipment on Exterior Wall: � � �
(E) Utility Meter �� ��
a
(N)30A AC Disconnect ��` �� � (E) Property Line n
�, Equipment orS Intefior Wall: '� ��
� (E) Main Se ice Panel �'� � 5
� (N) PV Interconnection Breaker �� � '�`
(N) Inverter wllntegrated DC Disconnect � •�
(N)SunRun Meter �� �
�` ���
•� ..
Rapid Shutdown `�•� � �'�
i@ Roof ♦ (E) Driveway � �,`
„ '� / �
` (N)EMT Conduit-On �•� �/ �� ,•
S Roof& Under Eaves � — �
.`
x '�` \
o .` •� .
♦
m •�` � ;.
m
.`
LL �•�` , ��,:�
� Equipment Specifications: �`�` � ��
Module: (22) Canadian Solar CS6P-250P � � i � � �
Inverter 1: (1) Fronius IG Plus A 5.0-1 UNI (E)Garage � f
Racking: UniRac SolarMount '� ���
o Attachment Flashing: Eco-Fasten Green-Fasten with �•� o`
N CP-SQ-Slotted Bracket and Aluminum Flashing �•� �'
♦
�
� Roof Specifications: '��' ,
Arrayl: Array 2: � 1"= 15'
AsphalUComp. Shingle Asphalt/Comp. Shingle
(Single Iayer) (Single Layer) N SITE PLAN
' 2"x 8" Rakers @ 24"O.C. 2"x 8" Rafters @ 24"O.C.
Pitch: 37° � Azimuth: 215° Pitch: 37° � Azimuth: 215° \
Array Size: 10 Modules Array Size: 12 Modules � �, E
NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES - PV—AO� �
FINAL LOCATIONS TO BE DETERMINED DURING INSTALUITION . S
� �
�� �
, »
,
�FOR CONSTRUCTION� PV ARRAY 7 -MECHANICAL LOADS � pV ARRAY 2-MECHAN�CAL LOADS ���/�B/
�
Array Area: �77.8 ft' Total Photovoltaic Dead Load: 2.92 psf Array Area: 2�3,4.fl' Total Photovottaic Dead Load: 2.85 psf �j'��o�
Array Weight: 520.0 Ibs Avg. Dead Load per Anchor: 26.0 Ibs Array Weight: 608.41bs Avg. Dead Load per Anchor: 25.3 1bs RGS
Anchor 4ry.: pp Anchor qty.: p4 E N E RGY
Design Values by Roof Zone: Comer Egde Interior Design Values by Roof Zone: Comer Egde Interior c�`a""0••�`�"0":``"'"-s.
Max. UniRac Rail Span: 60 in.O.C. 60 in. O.C. 60 in. O.C. �Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C. - 32 Taugwonk spur,n12
......................... ................................................... ................................................... ......................... Stonginton.CT 06378
Max. UniRac Rail Cantilever 20 in.O.C. 20 in.O,C. 20 in.O.C. Max. UniRac Rail Cantilever: 20 in. O.C. 20 in. O.C. 20 in. O.C. Phone(860)535-3370
...................... .. ............................. ................................................... .........................
Adjusted Anchor Span: qg in.O.C. 48 in.O.C. 48 in.O.C. Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. Fax(413)683-22zs
......................... ................................................... ................................................... .........................
Downforce Point Load: 342:61bs 342.6 Ibs 342.6 Ibs: Downforce Point Load: 348:7 Ibs 348:7 Ibs 348:7 Ibs GRID-TIED
UpliR Point Load: _Z712 Ibs -2712 Ibs -224.4 Ibs Uplift Point Load: _Zg0.6 Ibs -290.6 Ibs -243.7 Ibs
Minimum Anchor Strength: 707 Ibs Minimum Anchor Strength: - 707 Ibs PHOTOVOLTAIC SYSTEM
Average Safery Factor: 2,g3 Average Safety Factoc 2.69 5.50kW DC @ STC
GARDNER, SHARON
38 ORNE ST
SALEM, MA 01970
(N) PV Array 2: (N) PV Array 'I: Project# 10122770
12 Canadian Solar CS6P-250P Modules 10 Canadian Solar CS6P-250P Modules
� ' 47� - DESIGNER KML
2� g�.g^ (E)Vents (TYP) 10�_2�� 2� e��R RW
- VEFSION�ATE. GQ�Q'Q7-�p
10" 10" . REVISIONS
0
� ' - # BY Date Notes
(E)Chimney '
s
(E)Skylight
3
4
q 5
d �_sn
18' 16'-3" I 16'3" 1S'
- . � 10'-10" . . . - � �
(E)Vents (TYP)
S a
n
X
N 10n . . . .. ,ou
a
� 16'_11" -- - 10�_2�� 5�_5�� --�, � -
1Y
h
2
` � Rapid Shut Down
Enclosure at Roof •
ti
. ti
UniRac SolarMount Mounting Noter.
� . Total Quan6ty of Attachments=44
� . Roof Zones are defined by dimension, a=3.0 ft. d
' . Maximum Allowable Cantilever for UniRac Rail is%3 the Maximum Rail Span s
• Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and
Aluminum Flashing attached with 5/16"x 3U2" Lag Bolt, Hex Head, 18-8 SS s �E 3/16"= 1'-0"
• All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when using the Top Equipment Specifications: Roof Specifications:
Clamp Method. Module: (22)Canadian Solar CS6P-250P Arrayl: Array 2: MODULE LAYOUT
• The SolarMount Raifs wili eutend 2-1/2 in. beyond the Module Edge in order to support the End Clamps. Inverter 1: (1) Fronius IG Plus A 5.0-� UNI AsphalVComp. Shingle AsphalUComp. Shingle
• UniRac requires one thermal expansion gap(6 in.)for continuous sections of rail greater than 40'in length Racking: UniRac SolarMount (Single Layer) (Single Layer)
• Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver.227.3, Pub 11061Cr1cc, Attachment Flashing: Eco-Fasten Green-Fasten with 2"x 8" Rafters @ 24"O.C. 2"x 8" Rafters @ 24"O.C.
June 201'I CP-SQ-Slotted Bracket'and Aluminum Flashing Pitch: 37° � Azimuth: 215° Pitch: 37° � Azimuth: 215� PV-A02
• Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary Array Size: 10 Modutes Array Size: 12 Modules
depending on field conditions. All attachments are staggered amongst the framing members.
' F
FOR CONSTRUGTION Ground WEEB& ��,+/��
Module Clamp o/'����.
Unirac Solarmount RGS
cs 5oP Rail w/L-foot E N E RGY
6P�2 ECA-FaSten � � CleanPoxcr.Engn:Sa+inas.
S�\�g\e Green-Fasten With CP-SQ-Slotted 32 Taugwonk Spur,Al2
�Gomp� Module(TYP.) �� Bracket And Aluminum Flashing sconginton,cr o537s
Phone�860)535-3370
p,sPra� @2q 0 G Rookop 5/16"x 3.5"S.S. Lag Bolt Fax(413)683-2225
� ,�yaHe�s w/2.5" Minimum Penetration GRID-TIED
Z Xa CS @ZA,�G Sealed w/Approved Sealant PHOTOVOLTAIC SYSTEM
Ra�te S.SOkW DC @ STC
2 X8 GARDNER, SHARON
38 ORNE ST
SALEM, MA 01970
1 Attachment Profile � Attachment Detail P�°;e°t# �°,22»°
SCdIC: 3/4" = 1'-0" L Seale: 1" = 1'-0" oesicNea: KML
. reevie�a�. RW
20" Max 20"Max veRsioHonre z014-07-18
Roof Framing PV Module Rail Overhang � Rail Splice Rail Overhang
� . _ . REVISIONS .
RoofAnchor � Landscape: -8.9in. � # BY Date Notes
8 Flashing � ' � �' Portrait: -12.8 in. ,
J Ii landscape: -21.0 in. 2
Anchors located � _ i;_ Portrait: -39.0 in. '
on altemate roof � �� I '
� framing members � s
3
Stagger splice locations Min of 2 supports
o „ „ " � within the each row of modules on either side of splice
48"Max with a max spacing of 60"
Anchor Spacin SolarMount Rail
� Staggered Attachment Detail (Typ.) � Rail Splice Detail
� �s � �S
= 1.57 in. � '
$ �� �^38.7 in.--I � .
p .
x — 1� 'r Moun[irg �
a � Holes
� A SolarMount Rail� PV Module
4 T .. � .
_ � Canadian Solar � --��� � � Rapid Shutdown
�` CS6P-250P � �
i Roof ?? I DC Disconnect
Q 64.5 in. Framing ~;; NEMA 4 Rated
1 .
A
� ' ' ;;
� �:B� �B� -�'- �
Roof � ��
Distance from Module Comer AttaChments � �:. � � � - ""`- VARIES �
Minimum Maximum - � '^`
LongSide, A 9.4��. ,6., ��. ��� Rapid Shutdown Detail DETAILS
Short Side',�B 7.9 in. 9.8 in. V . �S
. 'ToµC/amps may be used on the Short
� Sitles o/the Module - -
�� UL Approved Mounting Locations PU-A�3
N.T.S.
.
.�
� - - � y �� ��r CanadianSolar
• . ' �
� � - � � � -
;
. �
� � On-grid Module
,� � CS6P is a robust solar module with 60 solar
�t� cells.These modules can be used tor on-grid
� � 1 solar applications.Our meticulous design and
;� �. . .. ... ..�.... . . �� Prog terlm pee fo 9 au ce f�or e �ryhmodu�leld, � I
� �^� -- �•�- . --- - _ �. — . . . . -. .. �-� roduced.Our ri orous ualit control and
� ' in-house testing facilities guarantee Canadian �
�:_.Y.�. _� � _ _.,.�� . r
. � Solar's modules meet the highest quality
� standards possible.
� Key Features
� • ToprankedPVUSA(PTC)ratinginCaliforniaforhigher ��, Applications
energy production � . On-grid residenlial roof-tops -
' • 6 years product warranty(materials and workmanship); � • On-grid commercial/indust�ial roof-tops �
. Solarpowerstations
. 25 years module power output warrenty 1 . Other on-grid applications
I
• Industryleadingplusonlypowertolerance:+5W(+2%) i
! • Strong framed module,passing mechanical load test QU8111y C2ftIfICBt@S
9 of 5400Pa to withstand heavier snow load L
F � • IEC 61215,IEC 61730,IEC 61701,UL 1703, � �
' • Ultra reliable in corrosive atmosphere,verified by �� CEC Listed,CE,KEMCO and MCS
� IEC61701 "SaltMistCorrosionTesting" ' • IS09001:2008:Standardsforquality
� �� managemenlsystems �
. �� • ThelstmanutacturerinthePVindustrycertifiedtor I • �SO/TS169492009:Theautomotivequality
� ISO:TS16949(The automotive quality management ' management system
system)in module production since 2003 � � • QC080000 HSPM:The Certification for
�. Hazardous Substances Regulations
� • 15017025 qualified manufacturer owned testing lab, R �
� fully complying to IEQ TUV,ULtesting standards i
� �
�
! 4
; ��. �� iEc .o-C�CE �� ��-'��•
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� www.canadiansolar.com
6
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;
:�-
CS6P-22.0/225/230/235/240/245/250P �
Electrical Data CS6P-220P CS6P-225P CS6P-230P CS6P-235P CS6P-240P CS6P-245P CS6P-250P
NominalMaximumPoweratSTC(Pmax) 220W 225W 230W 235W 240W 245W 250W �
Optimum Operating Voltage(Vmp) 29.2V 29.4V 29.6V 29.8V 29.9V 30.OV 30.iV
Optimum Operating CurreN(Imp) 7.53A 7.65A 7.78A 7.90A 8.03A 8.17A 8.30A
OpenCircuitVoltage(Voc) 36.6V 36.7V 36.8V 36.9V 37.OV 37.1V 37.2V
ShortCircuilCurrentQsc) 8.09A 8.19A 8.34A 8.46A 8.59A 874A 8.87A
Oparating Tempera W re •40'C^+BSC
Maximum System Voltage 1000V(IEC)I600V(UL)
� Maximum Series Fuse Rating 15A
' PowerTolerance +5W
� Pmax -0.43%fC
TemperatureCoefticient Voc -0.34°hPC
� Isc � � � 0.085%fC �.
� . NOCT � 45°C -
� Under5lendardTealContllllons(STC�ollrretllenceo11000W1m',speclrumAMl.SanEcelllampereNreo/25C
� Mechanical Data I
_ __
Cell Type Poly-crystalline
�� CellArrangement 60(6 x 10)
. Dlmensians 1636x982x40mm(64.Sx38.�x1.57in)
' WeigM� � 20kg(44.ilbs) �
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FrontCover Temperedglass �
Frame Materlal Anotlized aluminium alloy
Standard Packaging(MoOules per Pallet) 20pcs
Engineering Drawings I-V Curves (CssP-25oP)
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About Canadisn Solar
Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded In Canada in 2001 and was successfully
companies.As a leading vertically-integrated manufacturer listed on NASDAQ Exchange (symboC CSIQ) in November 2006. ��
� of ingots, wafers, cells, solar modules and solar systems. Canadian Solar is on track to expand cell capacity to 700MW and
Canadian Solar delivers solar power products of modulecapacitytol.3GWin2010.
uncompromising quali�y to worldwide customers. Canadian
Solar's world class feam of professionals works closely with
our cus�omers to provi0e them with soWtions for all their
solar needs.
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i �� Specifications
.�t� y:
rf�i ��r k PART I — GENERAL 1.3 SUBMITTAL - � �B. fasteners(may be supplied by others)to be
' '� � A. Submit manufacturers written specifcations. compatible with chosen roof application and
��'C ,�� 1.1 SUMMARY B. Submit standard produd cut sheets. meet specified pull out values as shown in load
A. WORKWCLUDES testdata.
� �C Submit installation inrtrudions.
I. GreenFastensolarattachmentbracketthat
�S�,y ��l, � - D. Submit product specifc load�test data,showing C. Base flashing is.032 gauge aluminum embossed
�FFB , attaches diredly to the roof deck uRimate and allowable load values. . to accept EPDM bushing. �
a y�l��� 2, Provide appropriate bracket and fasteners _
#fi � forthe roof s stem. D. Bushin is EPDM.
a �� Y 1.4 QUALITYASSURANCE g
��� . B. RELATED SECTIONS Installer to be experienced in the installation of E. Stainless rteel bonded washer is 302 stainless
'� r�4�j, � I.Section 07600:Flashing and Sheet Metal specified roofng material and snowguards for no less and EPDM.
� 2.Section 07500:Roofing than 5 years in the area of the project.
i�� � � 3.Division I:Administrative and procedural 13 FINISH—Mill Finish
�,� requirements 1.5 DELIVERY/S70RAGE/HANDLING A. Bracket is mill fnish aluminum
� '� �_ �`��* 4 Diwsion7Thermal and Mois[ure Protection Insped matenal upon delivery Notify manufadurer
M- N � �� B. Base flashing(choose one)
� yj���' , within 24 hours of any missing or defective Rems.Keep - �
; F�+� ��a�`� i i.,' �� � ��Z SYSTEM DESCRIPTION � matenal dry,covered,and offthe ground until installed. I.Mill Finish
* �pr& � ,� � .. v A. COMPONENTS: �
�'�+�� n "; (� � I. GreenFasten system conssts of aluminum 2.Black-kynar painted
x��� � 9t. a Flashin with inte ral EPDM bushin and one PART 2 - PRODUCT$
I � ,a�y�� ' o S 8 S � 3.Dark Bronze-kynar painted �
� g�3 „ r 3 bonded stainless steel and EPDM washer. �
v 2.1 MANUFACTURER
�P e� � ; = 2. Fasteners
�` �d��M't k� � A.To be of ineWl com atible with aluminum EcoFasten Solar� . PART 3_- EXECUTION �
� �+ ± o P 289 Harrel St Morrisville,VT.05661
� � �� o GreenFasten components � (g77) g59-3947 3.1 EXAMINA710N
� '£:� .r + n B.Fasteners should be selected for'
�+ ,�+� a www.ecofastensolaccom. A. Subrtrate:Inspect rtructure on which brackets
I r = ��` � ` � compatibility with the roof deck. are to be installed and verify that it will withrtand
� � �� � $ C.Fastener rtrength should exceed or be equal z Z- Mq7ER1AL5 � any additional loading that it may incurred.Notify
o -to that of the allowable load of the s rtem.
d` z � Y A. Attachment Bracket � � General Contractor of any defciencies before
i�a'�, � ' '� �, See tert data at www.ecofastensolar.com �
.e#; f� !�r` ' " 3. Sealant(if required by roof manufadurer} . 6000 Series Aluminum (choose one) installing EmFasten Solar brackets.
E B.. Verify that roof ng matenal has been installed
�� � � � # E to be roof manufacturer a roved. I. F-I I I -
�§�.r �F�t�� � � r � 4. AluminumattachmentbracPket 2. L-101-3" correctlypnortoinstallingsolarattachmentbrackets.
* � .�' � 3. L-102-3" �
� � � ��' °` 4. CP-R 31 INSTALLATION � �
��,: tr� + r, B. DESIGN REQUIREMENTS:
� �r o; � Q . A. Comply with architectura�drawings and
+ ,� I. Bracket spacing to be recommended by 5. CP-5 .
� r `� 6. SL-I Ob6" � project engineers recommendations for location
� project engineer. �
� of rystem.Comply with Manufadurers written
� �� i� � i' m 2. Ins[all a minimum of one fastener assembly 7. Z-101 .
,j �� �� 4;�- , ��r o 3. It is important to design new strudures or 8. Custom installation instructions for installation and layout. .
� �,,! �� o assess existing rtrudures to make sure that
G�-� ��'`t� �i �^ they can withstand retained loads. . '
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��.,� ' <� American Wood Council Lag Boh Pull-Out�alues
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��� Specific
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$ �, � #'�1��. Gravity
r ,��E� �' '� ,, per inch ihread depth
�'�z IA ��{ W .
� � � ; w Douglas Fir,Larch 50 266
�����r ,`y`µ� � Douglas Fir,South 46 235 �
�� +� �}�ry � '���. 3 Engelmann Spruce,lodgepole Pine .46
r�E' k . ! Y� � (MSR 1650 f&higher) 235
�� ���� � '�i � Hem,Fir,Redwod (dose grain) .43 � 212
�- � ' 9f� '��y�� r _ .
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+����, !�% �', Thr�
, i �� � v Southern Pine .55 307 Depch -
�. �� � i � �� o Spruce,Pine,Fir .42 205 � _
"t� ' � �}; �� � v Spruce,Pine,Fir .50 266 �
� �. � ,j,� E (E of 2 million PSI and higher
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• � • • . . . . :: UNIRAC
N Hltil GHOUP COMVANY
SolarMount Technical Datasheet
Pub 170818-itd V1.0 Augus!2071 ,
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Ciip.................................................................................................1
MidClamp ....................................................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot........................................................................................................:..................3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware !
SolarMount Bottom Up Module Clip II
Part No. 302000C '
Washer • Bottom Up Clip material: One of the following extruded aluminum I
Bottom Nut (hidden.see alloys: 6005-T5,6105-T5,6061-T6
Up Clip �o • 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 Ya"-20 ASTM F593 bolt,one Y,"-20 ASTM F594
serrated flange nut, and one'/,"flat washer
L-"� : Use anti-seize and tighten to 10 ft-Ibs of rorque
FResistance factors and safety factors are determined according to
paR 1 section 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 Average Allowable Safety . Design Resistance �
Direction Ultimate Load Factor, Load Factor,
t ! Ibs(N) Ibs(N) PS Ibs(N) m
_.i���' Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 ���,
Y � � Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441
► _
�-.►X Sliding,Zt 66(292) 27(119) �2.44 41 (181) 0.619
Dimensions specified in inches unless noted � �
a
�
. � � . - . . . . :�UNIRAC
A HIIJI IiHOUf COMYqNY
SolarMount Mid Clamp
Part No.302701C,302101D,302103C,302104D, .
302105D,302106D
rra ' Bolt Mid clamp material:One of the following extruded aluminum
Mid la e Nu • alloys: 6005-T5,6105-T5,6061-T6
Clamp • Ultimate tensile: 38ksi,Yield: 35 ksi
� • Finish: Clear or Dark Anodized
" • Mid clamp weight:0.050 Ibs(23g)
• 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'/,"-20 T-bolt and one Y:'-20
ASTM F594 serrated flange nut
• Use anti-seize and tighten to 10 ft-Ibs of torque
Beam Resistance factors and safety factors are determined according to
� • part 1 section 9 of the 2005 Aluminum Design Manual and third-
party test results from an IAS accredited laboratory
IApplied Load Average Allowable Safety Design Resistance
` �moma��—L-..._ Direction Ultimate Load Factor, Load Factor,
a¢rvhenFroancs i �
� � �� � ,_.—_ Ibs(N) Ibs(N) FS Ibs(N) m
Tension,Y+ 2020(8987)� 891 (3963) 2.27 1348(5994) 0.667
� Transverse,Zt 520(2313) 229(1017) 227 346(1539) 0.665
, � •, - Sliding,Xt 1194(5312) 490(2179) 2.44 741 (3295) 0.620 � �
i
�_�'x
Dimensions specified in inches unless noted
SolarMount End Clamp
Part No.302001C,302002C,302002D,302003C, �
302003D,302004C,302004D,302005C,302005D, - .
302006C,302006D,302007D,302008C,302008D,
3o2009C,3020090,3020tOC,302077C,3a2ot2c • End clamp.material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
�olt : Ultimate tensile: 38ksi,Yield: 35 ksi
Finish: Clear or Dark Anodized
� End clamp weight:varies based on height: -0.058 Ibs(26g)
k d�f Clamp • Allowable and design loads are valid when components are
Senated assembted according to authorized UNIRAC documents
Flange Nut • Values represent the allowable 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 Y:'-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 of a beam
1-►x
�s � — Applied Load Average Allowable Safety Design Resistance
4 M°°N0M � Direction Ultimate Load Factor, Loads Factor, �
�„�„ � �r�� Ibs(N) Ibs(N) FS Ibs(N) m
��g � Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
in1Ot"� �T Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330
jT
Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555
. Dimensions speciffed=in.inches.unless.neted
M
. . . . - . . . . :�UNIRAC
n unn crenur mnnvar�v
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: -0.215 Ibs(98g)
• Allowable and design loads are valid when components are
Bea assembled with SolarMount senes beams according to authorized
Bolt UNIRAC documents �
L-Foot • For the beam to L-Foot connection: -
: •Assemble with one ASTM F593'/a"-16 hex head screw and one
errated „ ASTM F594'/a'serrated Flange nut
_ �Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque
� • Resistance factors and safety factors are determined according to part �
� � 1 section 9 of the 2005Aluminum 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,lag screw,or other
�.-•�� � attachment method .
' aO� Applied Load Average Safety Design Resistance
�sorwu � Direction Ultimate Allowable Load Factor, Load Factor,
���"�'�� Ibs(N) Ibs(N) FS Ibs(N) m
.�
� =o, _ : Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646
Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 �
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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A NIQI GRUUV[DM��NV
SolarMount Beams
Part No.310132C, 310132C-B, 310168C, 310168C-6, 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-Ncis) in' � 0.353 0.898
Section Modulus(Y-Auis) in' 0.113 0221 . .
Moment of Inertia(X-Ncis) in^ 0.464 1.450
. � Moment of Inertia(Y-Axis) in° 0.044 0267
Radius of Gyration(X-Axis) in 0.289 1.170
Radius of Gyration(Y-Axis) in 0.254 0.502 �
SLOT FOR T-BOLT OR 1,7Zg�
SLOT FOR T-BOLT OR
1�"HIX HEAD SCREW I/q"HEX HEAD$CREW
2X SLOT FOR � SLOT FOR
BOTTOM CLIP 2,500 s0770M CLtP �
T 3.000
}
1.316 �
SLOT FOR
3�6" HEX BOLT � SLOT WR 1385
� 3�" HEX BOLT I I
387 J_L
.750 '
1.207
Y y 1.875
� /
�_►X . {—►X . . .
SolarMount Beam SolarMount HD Beam
i
� . Dimensions specifed in inches unless noted �
a