117 WEBB STREET - BUILDING INSPECTION (2) i�.�-lu - IIOS GK 11 �(8 �[2�
� The Commonwealth of Massachusetts
� Board of Building Regulations and Standards SA EM
Massachusetts State Building Code, 780 CMR Revised Mar 1011
Building Permit Application To Construct,Repair,Renovate Or Demolish a
One-or Two-Family Dwelling
' This Section For Official Use Only
Building Permit Number. Date pplied:
.�/Lu��» �„ ��,�1/
- Building Official(Print Name) � �Signature Date
SECTION 1:SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers
� 117 Webb Street 36 0426 �
1.1 a Is this an accepted streeY?yes X no Map Number Parcel Number
1.3 Zoning Information: � 1.4 Property Dimensions:�
R2 residence-no change �
Zoning District Proposed Use � Lot Area(sq ft) Frontage(ft) —"'`
1.5 Building Setbacks(f[) n/a
� � Fronl Yard �Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply:(M.G.L c.40,g 54) iJ Flood Zone Information: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal 0 On site disposal system ❑
. �Check if yesO
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owncr of Record:
� . Ann Sousa Salem.MA 01970 .
Name(PrinQ City,State,ZIP
� 117 Webb Street 401-481-5974 asousa4a(�aol.com
No.and Strcet Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply)
New Construc[ion❑ Existing Building❑ OwnervOccupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units Other L9 Specify: solar
Brief Description of Proposed WorkZ: �nstallation of a 375kW roof mounted solar array using 15 Canadian Solar
CS6P-250P modules, 15 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work.
SECTION 4:ESTIMATED CONSTRUCTION COSTS
I[em Es[imated Cos[s: �
Laboc and Ma[erials Oflicial Use On1y
I.Building $ 3,000 1• Building Peanit Fee: $ Indicate how fee is determined: .
2.Elutrical $ 14,000 �Standard City/Town Application Fee
❑Total Projec[CosC'(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 Amount: Cash Amount:
6.Total Project Cost $ 17,000 ❑paid in Full ❑Outstanding Balance Due:
S����T � 1� �� S �o ' z�
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 102054 10/6/14 �
Michael Rotondo License Number Expiralion Date
' Name of CSL Holder . � �
List CSL Type(see below)
,61 Gellette Road .
i No.and Street Type Description
Fairhaven, M 719 U �Unrestricted Buildin s u [0 35,000 ca R.
R Reslricted I&2 Famil Dwellin
City vm t e,Z M Mason
RC Roofin Coverin
. WS Window and Sidin
SF Solid Fuel Buming Appliances
401-215-7056 michael.rotondo@rgsenergy.com I Insulation
Telc hone Email address D Demoiition
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 �
No.and Street kimberly.hendel@rgsenergy.com
Stonington,CY06378 860-5353370 Emaii address
Ci /Town,State,ZIP Tele hone � '
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensa[ion Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes .......... C� No...........❑
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN ,
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Enerqy
to ac[on my behalf,in alI matters rela[ive[o work au[horized by this building permit application.
see signed contract attached � �� �
Print Owner's Name(C•lectronic Signature) Date -
SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARAT[ON
By enteriog my name below,I hereby attest under the pains and penalties of perjury that all of the information
, contamed'�n th�s appCca[ion is true and accurate to the best of my knowledge and understanding.
,�����/`'� (-]I � a i �
Print O, .ner's or��gent's Name(Electronic Signaturc) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered con[ractor
'� (not registered in the Home Improvemen[Con[ractor(HIC)Program),will not have access to[he arbitration
� program or guaranty fund under M.G.L.c. 142A.Other important information on the HtC Program can be found at
www.mass.eov/oca Information on the Cons[ruction Supervisor License can be found at www.mass. oe v/dos
2. When substantial work is planned,provide the infortnation below:
Total floor area(sq.ft.) (including garage,finished basemenUattics,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►/� . . ._.. �._......
j � RG S I EN ERGY �NSPECTIONAL SERVICES
//1`` Clean Power.Bright Savings. � �
_ � 1814 JUN 25 A 1� I 6
, June 23, 2014
� City of Salem
Building Department
� 120 Washington St,3��Floor
Salem,MA 01970
Hello,
I have enclosed a building permit applicafion,applicable fee and supporting docuxnents
for a residential solar installarion in your town. Please let me know if anything else is
s 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,
�_�/_ ' �f• � /
(��... � c��Y
Kim Hendel
Operations Specialist ,
RGS Energy
32 Taugwonk Spur Road,Al2 �
� Stonington CT 06378
Ph 860-535-3370
. Fax 413-683-2225 -
kimberl v.hendelClRGSenergy.com - .
32 'faugwonl< Spur, Al2, SConingCon, C'f 06378 I Ccl. 860.535.3370 I L�ax 47.3.683.2Z25 I
. RCSEnergy.com �
�,l��r (!�railriiirr/itl1rr'i�I� �/ � /Tn.�Jrir�ii.ir�f,
,�. . Office of Consumer tlffairs and Busmess Regulation
� _.r
� ��<a:
•�...,.
� 10 Purk Plaza - Suite 5170
Bostan, Mussachusetts 02116
Home ImProvemem Contractor Reeistmtion
• Repl6Uatbe: 162709
TYpe' PlWate CarOoretlon
EaOiraUa� If8R015 Ti# I�1222
AITERIS RENEWABLES INC.
MICHAEL ROTONDO '�
32 TAUGWONK SPUR Al2 "—��-
STONINGTON, ct 08378
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,�1��RLALC:OODS ISOLAR
. CHANGE ORDER
This Change Order modifies and amends the Real Goods Solar Home Improvement Contract for
� the purchase and installation of a solar photovoltaic system.This Change Order does not
modify or amend the terms and conditions of the Contract.
Customer Name: Gus Sousa
Site Address: 117 Webb Street
Salem, MA 01970
Job #: 10134788
Description Original Revised Difference
Contract Price $13,950.00 $16,262.50 $2,312.50
Other Costs $0.00 " $0.00�
Total Contract Price incl.Other Costs $13,950.00 $16,262.50 $2,312.50'
Expected Rebate Amount Rs. 0.00 $3,000.00 $3,000.00�
Net Price,After Rebate $13,950.00 $13,262.50 _ -$687.50
12 each/Canadian Solar C56P-250P 15 each/Canadian Solar C56P-250P(elack �
Panel Qty/Mfi'/Model Type (slack Framel Frame�
TIIVOCYCiQty/T'(fi/MO(�C� T�¢ 12each/EnphaseM215-60-2LL-522-IGSSeach/EnphaseM215-60-2LL-522-IG
Production: 3,961 kWh
Reason for Change Order:
Real Goods Solar: Custamer:
Nick McManus Gus So�5u�saee
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Name
i k/3-/-2034 �6%372014 ,
Date Date
CONFIDENTIAL
6/3/2014
,acoRO� CERTIFICATE OF LIABILITY INSURANCE DATE�MMIDOIYYYY�
�� u uzo i 5 12/30/2013
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 CON7RACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certiticate holder in lieu of such endorsement(s). �
FRODUCEq Lockton Companies,LLC Denver NAMEA�T
8110 L.Union Avcnue VHONE vax
Suite 700 a� NO`
E-MAIL
Dcnvcr CO 80237 AODRESS:
(303)414-6000 INSURERS AFFORDINGCOVERAGE NAILp
INSURERA:FIfSL S 0C13I Insurance Co oration 34916
INSUREO p��erisRenewables,IOC. �NSURERB: pCl Il n rance m n 16535
1344665 dba ecal Goods Solar iNsuRen c:James River lnsurance Com n I 2203
dbaRGSEnergy � . wsuaeno:Starrindemni &Liabilit Com an 35318
32 Taugwonk Spur,Unit A 12 . iNsunen E:
Slonington,CT 0G378 •
INSURER F:
COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 � REVISION NUMBER: XXXXXXX
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO-WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BV THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.IIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �
� �LTR �EOFINSORANCE �gsiqyp PpLICYNUMBER MM�D�IYYYY MMIDD ��� LIMITS
A GENERALLInaILm N N IRG20OOS2$OI I/I/2OI4 VI2OI5 FaCHOCCURRENCE g, 1.000.000
X MMERCIALGENE BILITY DAMAGETORENTED
PREMISES(Eaoccunence) s SO,OOO
' CLAIMSMADE X occua Meo exa n� o�e e�o� a J X? CX
PERSONALBADVINJURV $ ��OOO�OOO
GENERALAGGREGATE $ Z�
GEMLAGGREGATELIMRAPPLIESPER: PRODUCTS-COMPIOPPGG $ 2 I
POLICY }( jEa LOC $
B ����� N N �AP5852401 I/I/2014 - I/1/2015
�Eaacdtlenq 5 j Q
X ANYAUTO BODILYINJURY�Parperson) S (XXXX
�. ALLOWNEU SCHEOULED BODILVINJURY Peraccitlenl S �{XXXXX
AlJr05 qUT0.5
X HIREDqUTQS X q��NED PROPERTV�PMAGE g XXXXXXX
sXXXXXXX
C X ��E�a�� X oCCUR N N 000557241 1/I/2014 I/I/2015 EACHOCCURRENCE S IOOOOOOO '
� }{ exCesSune CwMsrnnoE I000020609 I/I/2014 I/1/2015 AGGREGATE $ IOOOO
DEO REfENrIONf $ �'7{�'�'}(�'7t
B WORNERSCOMYENSATIOM , , W TpTU- OTH-
ANDEMVLOYERSLUIBILlfY Y�N N WCSRS24OS I/12014 I/1/2015 X TORVLIMIT ER
OPFICEWME BEftF](CIUD%E��rNE � N/A � E.LEACHACCIDENT § � OOOOOO -
�ManEatarylnNX) E.L.DISEASE-EAEMPLOYEE S � QOOOOO
If es,Eeenibe un0er
DSCRIVrION PEIiAIONSbeI E.L.DISEASE-POLICVLIMIT $ O
DEBCRIVTION Oi�EHA710N9/LOCATIONB/VEXILLES(Atfaeh ACORD 701,Addilional RemarMe SeheAale,H more space is nqvireA) -
CER7IFICATE HOLDER. � - � CANCELLATION
SFiOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
. ACCOR�ANCE WITN THE POLICV PROVISIONS.
�ZB88Z�3 ' A T 00.1ZED REYREBENTATNE
t�er�vidonee Only
CY��L /"l, � �s.�
iqaA@O�Dnemean�lAgaerere@istan�me�NealAC9RD - 1 BB•1010ACOROCORP ATION.Alirightsreserved
� The Canzmonwealth ofMassachusetts
Department of Ir:dustrial Accidents
Office of/nvestigations �
' 600 Washington Street
Boston,MA 02171
, www.mass.gov/dia
Workers' Compensation Insurance AfFdavit: Builders/Contractors/Electricians/Plumbers
Applicant lnformation Please Print Leaiblv
Name�B��s��,cssior6,�,��,i�onnnd���du.�p: Alteris Renewables Inc. dba RGS Enerqy
Address: 32 Tauqwonk 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):
1. x❑ I am a employer with 120 4. ❑ I am a gcncral contractor and I 6. ❑New consnvction
cmployces(full and/or part-time).* have hired the sub-contractors ,
2.0 I am n solc proprietor or partner- listcd on thc attached sheet T �� ❑ Remodeling
� ship and havc no cmployccs Thcse sub'contractors havc 8. � Dcmolition
working for me in any capacity. workers' comp. insurance. y, � Buildii�g addition
[No workcrs' comp. insw'ancc 5. ❑ We arc 1 corporation and its
rcquired.] officers have exercised their
10.❑ Clcctrical repairs or additions
. 3.❑ i am a homcowncr doing all work ' right of cxeinption per MGL I 1.❑ Plumbing repairs or additions
mysclf [No workcrs' comp. c. 152, §1(4),xnd wa have no �2.� Roof repairs .
insurance rcquired.] t employces. [No workcrs' �3.❑x Othcr sol8�panels
comp. insurance rcquired.] � �
`Any npplicant Ihat chccks box#I must also f II oul thc scction bclow showing thcir workcrs'comprnsation policy inCormation. .
T Homcuwners who submit Ihis affldavi�indicating lhcy aro doing all work and�hen him oulside con��ac[ors musl submil a new affdavit indicating such.
iCoNracturs Ihat cha:k this box musl alWched an additional shcet showing the mm�c of�he sub-cont�zetors and lheir workers'comp.policy infornmtiun. �
/an�an e���pinyer!ha!is providin��ivorkers'coxipensatian insurance for ury einp(oyees. Belaw is/he pnlicy and job site
infnnivafion. . .
Insurancc Company Namc: Zurich American Insurance Co.
Policy#or Sclf-ins. Lic.#: WC5852405 Expiration Datc: 01/01/2015
Job Sitc Address: >»Webb Street City/State/Zip: Salem, MA 01970
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failurc to secure covcrage as required uiider Scction 25A of MGL c. 152 can lead to the impositiou of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penaltics in the form of a SPOP WORK ORDER and a finc
of up to$250.00 a day against the�violator. Be advised that a copy of this statement may be fonvarded to the Office of .
Invcstigations of the DIA for insurancc coverage verifica[ion. �
l do hereby certi undgr the pain �:d penallies ofperjury dtat tlie[nfornratio�'t provided above is true and correct.
1 /
�Si�nat_ u� CpSl�.�e� Date� �la3l��' .
Pho��c#: (860)535-3370
Officia/use nn/y. Da not write in this areu,to be con�pleted by ciry or town nf�cia/.
City or Town: PcrmiULiccnsc#
- Issuing Authority(circic onc): . �
1. Board of Hcalth 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector
6.Othcr
Contact Pcrson: Phone#:
June 12, 2014
To: Code Enforcement Division
- From: James A. Marx, Jr. P.E.
Re: Enginee;Statement for Sousa Residence, 1 l7 Webb St., Salem, MA
- Solar Roof Mouut Installation
I have verified the adequacy and structural integrity of the existing roofing Main Roof 1
(one layer composition): 2" x 8"rafrers at 20"o.c., having roof slope distance 19'-0" with
approx. rafter spanlS-0"; pitch 32 deg.; for mounting of solar panels and their
instaliation 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 with EcoFasten
Green-Fasten with ECO-CP-SQ Bracket will be perpendicular to the rafters with L-foot
supports at 40" mas. and securely fastened with 5/16" dia. x 3 '/z" SSTL lag screws as
shown on drawing PV-A03. The mounting system has been designed for wind speed
criteria of 100 mph Exp. C and ground snow criteria of 40 psf.
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 e�dorse the solar panel installation and certify tbis design to be structurally
adequa[e. �`e
Sincerely� �,����F M^S,A�'y ,
t�f' G
s
n 1PMES�.MN3%.1N. ���
N
E C.IVI\. �
/ � NU.:1f565
�O
'0 '�eais�<� c>
James A. Ma�, Jr. �'�FssioNr�-```�
Professional Engineer �`�y�/y
MA 36365
10 High Mountain Road
Ringwood, NJ 07456
cc: RGS Energy .
i �
June 12, 2014
To: Code Enforcement Division
� From: James A. Marx, Jr. P.E.
Re: Engi�eer Statement for Sousa Reside�ce, ll7 Webb St., Salem, MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the existing roofing Main Roof 1
(one layer composition): 2" x 8" rafters at 20"o.c., having roof slope distance 19'-0" with
approx. rafter span 15'-0"; pitch 32 deg.; for mounting of solar paoels and their
iostallation 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 with EcoFasten
Green-Fasten with ECO-CP-SQ Bracket will be perpendicular to the rafters with L-foot i
supports at 40" mas. and securely fastened with 5/16" dia. x 3 '/z" SSTL lag screws as
shown on drawing PV-A03. The mounting system has been designed for wind speed
criteria of 100 mph Exp. C and grou�d snow criteria of 40 psf. I
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. �
� mnss,yc
Sincerely, ��.,�N yLy`c
3 ,�Es n onn�+x.��' �
� N
� �\3��65 W
o NO �p
: '�p_ n'EGIS��'�
James A. Manc, Jr. r '��sS�pNr.�� �/y /
Professional Engineer '�
MA 36365 �
10 High Mountain Road
Ringwood, NJ 07456
cc: RGS Energy
� �
r
FOR C9NSTRUCTION �� `��Ilso
s r
Grid-Tied Photovoltaic System xcs
DC Rating: 3.75 kW ENERGY
Sousa, Gus "�"�°'�'�"g"`�'""'g
117 Webb St�eet 3sto�g��o�k osa�sz
Salem, MA O�97O Phone(860)535-3370
. Fax�413�683-2225
Jurisdiction: City of Salem Sheet List GRID-TIED
� PHOTOVOLTAIC SYSTEM
Sheet No. Sheet Title 3.75kW DC @ STC
Scope of Work: General Notes: ? = av-000 coveR sousa, cus
RGS Energy shall install a 3.75 kW Grid-tied Phorovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A01 SITE PLAN 117 WEBB STREET
totaling (15) Canadian Solar CS6P-250P Modules with(15) Enphase Energy Of Salem. SALEM, MA 0�970 I
M215-60-2LL-S22-IG Micro- Imerter(s). The Modules shall be flush mounted 2. All projects will comply with the Ordinances of the City Of Salem. PV-A02 MODULE LAYOUT Project# 10134788
on the asphalVcomp. shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, PV-A03 DETAILS Geoffrey Berlin
connection. No time on Sunday or legal Holidaya °E$1GNEfl
4. Product Data Sheets shall be included. � PV-A04 MATERIALS R�E�R Colin Roberts
EqUlpf112f1t Sp@CIfICBtIO�S: ' S. Rooftop penetrations shall be completed and sealed per code by a pV-E01 ELECTRICAL DIAGRAM "ER51ONO"" 2014-0613
licensed conVactor.
Module: (15)Canadian Solar CS6P-250P 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS REVISIONS
Inverter 1: (15) Enphase Energy M215-60-2LL-S22-IG laboratory. # BY Date Notes
Racking: UniRac SolarMount • 7. Certifications shall include UL1703, IEC61646, IEC61730. PV-GO'I SIGNAGE
Attachment Flashing: Eco-Fasten Green-Fasten with g, pV array ungrounded perArticle 690.35. + cR snsnma ExposureCBMctrorSpnn
CP-SQ-Slotted Bracket and Aluminum Flashing 9. DC Wiring shall be run in metal conduit or raceways within enclosed z
spaces in a building. 3
10. Conduit, Wire systems and Raceways shall be located as close as a
ROOf $p2CIfIC8t10I1S: possible to ndges, hips, and outside walls.
;� Roof 1: 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall 5
S AsphalUComp. Shingle � use guidelines that minimize the total amount of conduit by taking the
� (Single Layer) shortest path.
2"x 8" Rafters @ 12. Space Requirements for elecVical equipment shall comply with NEC
20"O.C. Article 110.
Pitch: 32° � Azimuth: 110° 13. Equipment grounding shall be sized in accordance with Table
Array Size: 15 Modules 1 250.122.
t 14. Connectors that are not readily accessible and that are used in the _.,.
� SIt2 Sp@CIfIC8tIO11S: circuits operating at or over 30V AC or DC shall require a tool for R�° v� �'� � �:� � �"� '�' r" .� "
� Occupancy: II opening and are required to be marked"Do not disconnect under �� ��a-� a* �a ,,, �m W�.;
x load"or"Not for current interrupting", per 690.33(c) &(e). "
o Desi n Wind S eed: 100 MPH �
Exp sure Category: C 15. All signage to be placed in accordance with local buitding code. i �'� ��� � ��+�� ',�+ ,�;g � �
9 Mean Roof Height: 25 ft 16. Signs or Directories shall be attached to the electrical equipment or �W8 �,,�' ` • � '� '�` ,, � =" s � _.�'":'
located adjacent to the identified equipment. e � .� j� ..b�
m Ground Snow Load: 40 PSF (Reducible) ; � � � _ ,
'17. Si ns should be of sufficient durabili to withstand the environment : � a° 5
LL Adj. Roof Snow Load: 30.8 PSF 9 � � �t, y�L�, ��y ,,� ^ d a� � , �„
N �, . .18. Any plaques shall be metal or plastic with engraved or machine � z �, '�, � a a �-', s
a Of t0 b@ IIl O�PI p 1811C@ WItFI: printed letters, or electro-plating, in a red background with white � � u^ �� `� a '. � � '� � � �`�
2014 National Electrical Code(NEC) ' lettenng, a minimum of 3/S" height and all capital letters. '��� 'i�,��' o-,,$�'; � ry �g� _���� � 3� ,�w
2009 International Residential Code(IRC) � . �G¢ ti��, 'i. �`; � 4 ; �` , � ,, , �� ���i;.,��
2009 Intemational Building Code(IBC) ��`b", �9� $ . ' .� > e� x ,"'�a .:• �,�w.
� 2012 Intemational Fire Code(IFC) '� -N`� � ;'� � � " � � � TM "" ���"
e 20�2 Uniform Mechanical Code(UMC) ' �� �a'� ° � �+*�' �� `%»� ¢ "�'R H} :�.�i
' � 2012 Uniform Plumbing Code (UPC) �` °c � '.' � e" ` rp +�' " "'A.
} �L f}"^ -0 S� 'Wp:
MA 780 CMR, Sth EditiOn '�„�'ja"s ap� �z+�� e�``} �s,�sa, ,Y �^`
-including 2/4/�1 revisions to Tables R30�.2(4)& R3012(5) �_ �, s� ;°� ,,�,�� � " � N/A
ASCE/ANSI 7-OS Minimum Design Loads for Buildings and Other �'� c`" , ; ..,, � ' 4 d ,y
�,k�. e� " �
Structures � , "' : �*<.. K _,.�Y°°u'•" COVER
As amended and adopted by City of Salem � v'�a,, � , ��, ` _ �, c `'�^�
� � � ��� �SAi'€M "c � . .
• � s Y ,V: .-0 R �e i ��
. �_ Qd'�'k a` � �MIIS � � -. �
�?�a � � V W S
- a��r � �� � , � �. PV—���
; . ��. .��" � zi
j Gg� �y 9_. a� �er £ �,a z. �S`"'w ..
• .xt��a ,v'�e u,.�p ,w . .
, - -. ..�. ..�. �Yt` �_ �=..tm_ .a.. "
I
r FOR CONSTRUCTION ��1+,Ao
Equipment�ocation 1,Outside: , � / �/�1,��
(E) Utility Meter Bay //
PV to Interconnect on Meter 14 021 189 / � . �F�� RGS
� Fees,. E N EBR,GY
� _ 32 Taugwonk Spur,A72
� •�zr � PhoneI�860)35-3370
4 O \ � Fax(413�683-2225
� \ GRID-TIED
Equipment Location 1, Basement Interior: PHOTOVOLTAIC SYSTEM
(E) Main Service Panel / , 3.75kW DC�STC
(N) PV Production Meter/Monitor . �
/ \ SOUSA, GUS
117 WEBB STREET
SALEM, MA 0'1970
/ � Project# 10134788
� oes�cHea: Geoffrey Berlin
. � a�tv,eR: Colin Roberts
/ � (E) Property Line \ 2014-0613
VEft510N MTE
/ (N)EMT Conduit-On Roof&Under Eaves � REVISIONS
� � # BY Date � Notes
' 1 CR 6H32074 ExposuaCBAnchorSpan
/ � 2
/ 3
/ (N) PV ARay: • a
15 Canadian Solar CS6P-ZSOP Modules /
� 15 Enphase Energy M215-60-ZLL-S22-IG Micro-Inverters 5
o • AsphalUComp. Shingie Roof /
/ 2"X 8" Rafters @ 20"O.C. .
Pitch:32° �Azimuth:110° /
` �
S \ /
' x . . �
0
\ . . . . .. . . „ •
m /
� \ , , `.. �
N . . .
a . ` ..... .'..' . /
(E)Single Family Dwelling - ,
\ :. . . ��J� ':: • . .. - . . . �
\ , . 7� .
e�
� �, . .
� • '.� . , . ' . . . d.4 . .... -'./'� . �
' \� � . . . . . ... ' . . .. ;. %� �. ' � .
\.. .;. �,,, ' ... j .?.: . ." � 1/16��_ ��_���
\ ., , .: � :..` . . �0���p�5� x SITE PLAN
��� w E
/ PV—A01
s
( FOR CONSTRUCTION ���,//�
PV ARRAY 1 - MECHANICAL LOADS ����`��
Array Area: 266.7 ft' Total Photovoltaic Dead Load: 3.12 psf RGS
ArrayWeight: g32.81bs Avg. DeadLoadperAnchor: 19.SIbs ENERGY
Anchor Qty.: q2 � . cwa�oo«�,an9:r,s�h,�.
� . 32 Taugwonk Spur,Al2
Design Values by Roof Zone: Comer Egde Interior sco�g��too,aoes�a
Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C. Phone(a5o)5353a�o
' ........................... ........................... ........................... � Pax(413)683-2225 •
Max. UniRac Rail Can6lever: 20 in. O.C. 20 in. O.C. 20 in. O.C.
Adjusted Anchor Span: 40 in. O.C. 40 in. O.C. 40 in. O.C. GRID-TIED
Downforce Point Load: 304.0 Ibs 304.0 Ibs 304.0 Ibs
PHOTOVOLTAIC SYSTEM
Uplift Point Load: _209.0 Ibs -209.0 Ibs -17271bs 3.75kW DC�STC
Minimum Anchor Strength: 707 Ibs SOUSA, GUS
Average Safety Factor: 3.7g ` 'I17 WEBB S7REET ,
SALEM, MA 01970
Project# 10134788
�,_2„ �s��NER: Geoffrey Berlin
�' R��a Colin Roberts
16'-11" �, 4„ vERs�a+onre. 2014-0613
. REVISIONS
� O ' � # BY Date Notes
i CR 6l13Y2014 Exposwa C&MGwr Span
2
3
a
M 5
II S
N
❑ �g�.3�� 19�
m
r
8
�
X
m
a
m
LL
N �
2
Q
(N) PV Array: �
15 Canadian Solar CS6P-250P Modules
�° ' Total Quantity of Attachments=42 15 Enphase Energy M215-60-2LL-S22-IG Micro-Inverters
m . Roof Zones are defined by dimension, a=3.3 ft. AsphalUComp. Shingle Roof '
� . Maximum Allowable Cantilever for UniRac Rail is'/3 the Maximum Rail Span 2"X 8"Rafters @ 20"O.C.
• Racking and Attachment: UniRac SolarMount with Ew-Fasten Green-Fasten with CP-SQ-Slotted Pitch:32° �E
Bracket and Aluminum Flashing attached with Lag Screw, Hex Head, 18-8 SS, 5/16"x 3-1/2" Length s Azimuth:110° 3/16"= 1'-0"
• All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when
using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. 4, MODULE LAYOUT
• UniRac Requires one thermal expansion gap for every run of rail greater than 40'
• Array Installed according to the UniRac SolarMount Code-Compliant Instaliation Manual ver. 227.3, �
Pub 11061Cr1cc, June 2011 �
• Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be N PV-A02
necessary depending on field conditions.All attachments are staggered amongst the framing members.
�
� FOR CONSTRUCTION `��1I/�
Ground WEEB 8 �������
/� Module Clamp RGS
Unirac Solarmount E N E RGY
5oP Rail w/L-foot c�:�.,ao�:e�9n.s.�myy.
G56P�2 Green Fasten Flashing: 3z raugwonk spur,niz i
Stonginton,CT 06378� '
Sh�ng\e � ECO-GF�-BLK-812 With Phone(860)5353370
�a\�GoMp O C Module(IYP.) ECO-CP-SQ Compression Bracket Fax(413)683-2225
PsP Zp Rooftop 5/16"x 3.5'S.S. Lag Bolt GRID-TIED
Z�X8 Ra�gts @ 20� Sealed w/App o ed Seala t PHOTOVOLTAIC SYSTEM
. a Ra�eiS @ 3.75kW DC�STC
. 2 X �G • SOUSA, GUS
- 117 WEBB STREET
SALEM, MA 01970
' Project# 10134788
Attachment Profile � Attachment Detail oEs���EA �eoffreyBe���n
Sra�e:314"' = 1�-0" L Scale: 1" = 1'-�"
R��a�. Colin Roberts
� vEresiorvacre 2014-Ofr13
- 20"tl'�ax . .' - REVISIONS�
Roof Framing PV Module Rai9 Overhang 20" Max
�' Rail Splice Rail Overhang # By Date Notes
� 1 Cft 6/13/2014 ExposareC&ArcM1m3pan
ROOf �� — — - . . . 2 .
Attachment 3
'' I��
^ Anchors located "?�!�i �
� on altemate roof � �;i! 5
framingmembers +il� i
" " ' ; , �� Stagger splice locations Min of 2 supports
,� .. .. - . within the each row of modules on either side of splice
� 40" Mau with a max spacing of 60"
Anchor Spaci �aarM�ount Rail
L 3 Sta ered Attac ment etail T . � � Rail Splice Detail -
g N,-5 `* NTS
X
m . . .� , ' ' . . � f
m •
�- • WEEBLug SS Washer
a Module Frarme Ground Wire &Nut '
SS Bolt � Unirac Rail
_ SS Bolt � - ,
Nib �
�
^> ` Unirac
e UGC-1
SS Flat SS Bolt � VARIES
Washer
Unirac Raol DETAILS
� Grounding Clip & Modul�e �� Grounding Lug & Rail
J Scale: fU.T.S. ��; ' Scale: N.T.S.
PV-A03
,
FOR CONSTRUCTION `��+I��
s
Grid-Tied Photovoltaic System . RGs
DC Rating: 3.75 kW ENERGY
�. - , � SDUSa� GuS . CIE�nPuwer,6ngh;-SaY�ps.
117 Webb Street sto�g��an kcsrpo63�aZ
S81em, MA O�S7O . Phone(860)5353370
. - Faz(413)6834225
Jurisdiction: City of Salem �R,o-„Eo
Sheet List PHorovo�Taic sysrenn
Sheet No. Sheet Title 3.75kW DC @ STC
Scope of Work: General Notes: . �. Pv-000 coveR sous,a, �us
RGS Energy shall install a 375 kW Grid-tied Photovoltaic("PV")System 1. System follows any/alI Fire Code Setbacks per Ordinances of the City pV-A01 SITE IPLAN 117 WEBB STREET
totaling(15) Canadian Solar CS6P-250P Modules with(15) Enphase Energy Of Salem. SALEM, MA 01970
M215-60-2LL-S22-IG Micro- Inverter(s). The Modules shall be flush mounted 2. All projects will wmply with the Ordinances of the City Of Salem. PV-A02 MODULE LAYOUT Project# 10134788
on the asphalUcomp.shingle roof and interconnected via load side breaker 3. ConsUuction Hours: 7am-8pm Monday-Fnday, 9am-8pm Saturday, pV-A03 DETAILS Geoffrey Berlin
connection. , No time on Sunday or legal Holidays. - °��'�"`R i
4. Product Data Sheets shall be included. PV-A04 MATERIALS " a�E�a Colin Roberts
EqUIp111Qf1t SpeCIfIC8t1011S: 5. Rooftop penetrffiions shall be completed and sealed per code by a pV-E01 ELECTRICAL DIAGRAM `�AS1ONDATE 2014-06-13
licensed contractor.
Module: (15) Canadian$olar CS6P-250P 6. AII Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTENO CALCS REVISIONS
Inverter t (15) Enphase Energy M215-60-2LL-S22-IG laboratory.
Racking;UniRac SolarMount PV-G01 SIGNAGE # BY oate Notes
Attachment Flashin Eco-Fasten Green-Fasten with , 7. Certifications shall include UL1703, IEC61646, IEC61730. � , ca en,rzo,a E�os�acan�sPa�
9 8. . PV array ungrounded per ARicle 690.35.
CP-SQ-Slotted Bracket and Aluminum Flashing 9. DC Wiring shall be run in metal conduit or raceways within enclosed z
, spaces in a building. . ,
10. Conduit, Wire systems and Raceways shall be located as close as
ROOf Sp@CiflCet1o11s: possible to ridges, hips, and outside walls. �
� Roof L• 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall 5
S AsphalUComp. Shing�e use guidelines that minimize the tofal amount of conduit by taking the
� (Single Layer) shortestpath.
2"x 8" Rafters @ 12. Space Requirements for electrical equipment shall comply with NEC
20"O.C. Article '110.
Pitch: 32° � Azimuth: 110° n 13. Equipment grounding shall be sized in accordance with Table
Array Size: 15 Modules �J \ 250.122. sfi V V
i // � \ 14. Connectors that are not readily accessible and that are used in the . „
V Site Specifications: r . circuits operating at or over 30V AC or DC shall require a tool for ��^^ } & ,� r �'� � P'� m, . � � �. "
R Occu anc : II opening and are required to be marked"Do not disconnect under � „� � � ,� .y� � �• . �`�;;� ,,,,
K p Y load"or"Not for current intertuptin g", per 690.33(c)&(e). .'� � �' . ,,�`"�;"
o D e s i g n W i n d S p e e d: 1 0 0 M P H A � . {� , � ; -�
Exposure Category: C , 15. All signage to be placed in accordance with Iocal building code. � � �M,*
m _ , 16. Signs or Directories shall be attached to the elecVical equipment or � A ' h a � `• �i�;
Mean Roof Height: 25 ft � c'
� Ground Snow Load: 40 PSF (Reducible) located ad�acent to the identified eqwpment. �� v� ,, ,> >�� „'� � ,� ' .v�,,:
17. Signs should be of sufficient durability to withstand the environment ,�. � ��� `: , r ��= �° � � �" �.� `
Adj. Roof Snow Load: 30.8 PSF a �,��,.;�",� � � � „
LL 18. Any plaques shall be metal or plasticwith engraved or machine �^�. ���;� 9 ."�� �+ ;,. �,, �
N � � T� � 4 SM »1...� . t} �fL� � A �
a O� to be in Orl1 Iaf1C@ WItFI: printed letters, or electro-plating, in a red background with white ��» ,�_�� 4> �; -�� g � •�
p �ettering, a minimum of 3/8"height and all capital letters. "`s�` �:°*t'��� � �<'`,,� � ' ¢ � ,� �" x
2014 National Electrical Code(NEC) �� � � h � � � ,,, ,�a �� �
2009 Intemational Residential Code(IRC) � , � �^ �` `�s ) � �°� '� ' ;..
€ 5
20091ntemationalBuildingCode(IBC) �,c'y `��'-� � A � f• x�� • a� ` � '*°�. �� ���
„, 2012 Intemational Fire Code(IFC) , �"`' � ` ` k� ` �''` � '" ' �'(,
A 2012 Uniform Mechanical Code(UMC) � �,'h_;"��'+ �s` 4 � ��4 � ; �� �'+». } ' �q� „�..uf
� 2012 Uniform Plumbing Code(UPC) � �* P � '^- } �a�* "°s < %� ' �
MA 780 CMR, 8th Edition F'�„�'d.�� ,q+;:,,��6����L°�ry�'"'E rr M1`��A; `"
-including 2/4/11 revisions to Tables R301.2(4) &R3012(5) ��' % � `J �t � e '�„.��' �;a,a � "" N/A
ASCE/ANSI 7-OS Minimum Design Loads for Buildings and Other , `�.c " `o ... w� ; �. ,, � �' �, y� .
Structures � `' - °"° :y "'"�a y ,v� r re.:�'°;-d"H , COVER
'As amended and adopted by City of Salem � °a`;'_ ,, ; � k �� �T�,y � .,�, � °
J d � �S�'� SA4ElA� �,�. �+: � . . .
, �p `"T J'm°� ,.L +�T � n K � � .
, - . � '.�. �an R ' F +
. - . � � 9 �a � 0 wc s .
'� ��� �'�" ��} � �°£ � g£ PV-000
�a+'' 1y �, a �r a ,A. .
� . . � . �"�" ++a s a�� rt r " ' � f . .
M.tiro
� . . . . .,.._� . y."4.., �.�$. . � �n ..��..�u,'t . ..
` FOR CONSTRUCTION ��,�/O�
Equipment Location t, ��utside: , � /// ���v���
(E) Utility AlVeter Bay c�
PV to Interconnect on Meter 14 021 189 / � , r���Y�c ��`�
� ees,. ENERGY
_ Ckan Power.erign,Saviags.
\ . 32 Taugwonk Spur,Al2
� � . \ � . Stongin[on,Q 06378
Phone(860)535-3370
P O . � \ ' ' Fax(413)683-2225
� .\ GRID-TIED
Equipment Location 1, Basement Interior.
PHOTOVOLTAIC SYSTEM
(E) Main Service Panel / . 3JSkW DC�STC
(N) PV Produdion MetedMonitor . � SOUSA, GUS
/ � 117 WEBB STREET
SALEM, MA 01970
/ � Project# 10134788
� ��,�NER: Geoffrey Berlin
. � � a��a Colin Roberts
/ (E) Property Line \ 2014-0613
vertsiorvonre
� (N)EMT Conduit-On Roof& Under Eaves � REVISIONS
p � # BY Date Notes
� ' .1 CR 6/132014 ExposweC&MCMrSpan
/ • � z
/ 3,
(N) PV Array: • e
^ / 15 Canadian Solar CS6P-250P Moduies / s
� 15 Enphase Energy M215-60-2LL-S22-IG Micro-Inverters /
� • AsphalUComp. Shingie Roof
/ 2"X 8" Rafters @ 20"O.C. .
Pitch:32° �Azimuth:110° /
` �
$ \ / .
o `, . :.: '... . /
m /
a .
m ,,. • . /
z \ , / .
, .:,.
Q .
, " ...
,
(E) Singte Family Dweiling —�� -
\ . . . �� - . . /
' ,. : : :. /Q : .'
_ \ � . ..ope� .` .. . ..�, ,., :' , . , , .
n . . ' . ' �'L .... . '.�,. . .
'm . �. . . , . . .. �.
o \.. . . . � . . � �. ' ,- . .. � �'.
� , d.•= 1/16��_ ��_���
` . ".,. ' ,.,. .` '. :...:�.". . ., ..: . :
. � ����-y� x SITE PLAN
\ :. ; .: : .::.. .. 0
�
��� w s
/ PV—A01
s
, FOR CONSTRUCTION � `e11O/o
PV ARRAY 1 - MECHANICAL LOADS ���11��
Array Area: Z66J ft� Total Photovoltaic Dead Load: 3.12 psf RG'S
Array Weight: g32.81bs Avg. Dead Load perAnchor: 19.5 Ibs ENERGY
AnChofQtY�� 42 � . , c�,:voww.anyrrsaNrws.
- . 32 Taugwoak Spur,Al2
Design Values by Roof Zone: Comer Egde Interior scongincon,a o537a
Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C. . anone(a6o)53s-3s7o
........................... ........................... ........................... . Fax(413)683-2225
Max. UniRac Rail Cantilever: z0 in. O.C. 20 in. O.C. 20 in. O.C.
Adjusted Anchor Span: 40 in. O.C. 40 in. O.C. 40 in. O.C. GRID-TIED
Downforce Point Load: 304.0 Ibs 304.0 Ibs 304.0 Ibs
PHOTOVOLTAIC SYSTEM
Uplift Point Load: _209.0 Ibs -209.0 Ibs -1727 Ibs 3.75kW DC�STC ,
Minimum Anchor Strength: 707 Ibs .. SOUSA, GUS
Average Safety Factor: 3_7g 117 WEBB STREET
SALEM, MA 01970
Project# 10134788
�,_2„ oEs��+Ea: Geoffrey Berlin
�' R�E�R: Colin Roberts
16'-11" �, 4„ �Eas�o��.E. 2014-06-13 '
- � REVISIONS
O -� � # BY Date Notes
� t CR 6A3I20M ExposureC8MrlwSpan
2
3
a
I ^ s
i �
i g
I �
❑ 16,_3�, 19�
, 8
�
X
0
0
m • -
a
m ` '
m .
z
¢
(N) PV Array: .
15 Canadian Solar CS6P-250P Modules
Total Quantiry of Attachments=42 15 Enphase Energy M275-60-2LL-S22-IG Micro-Inverters
� . Roof Zones are defined by dimension, a=3.3 ft. AsphalVComp. Shing�e Roof
s 2"X 8" Rafters @ 20"O.C.
• Maximum Allowable Cantilever for UniRac Rail is y the Maximum Rail Span
. Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Pitch:32°
Bracket and Aluminum Flashing attached with Lag Screw, Hex Head, 18-8 SS, 5/16"x 3-1l2° Length s Azimuth:110° �� 3/16"= 1'-0"
• All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when
using the Top Clamp Method. The Rails Extend 3 in. Beyond the modu�e edge. 4, MODULE LAYOUT
• UniRac Requires one thermal expansion gap for every run of rail greater than 40'
• Array Installed acwrding to the UniRac SolarMount Code-Compliant Instailatio�Manual ver. 227.3, 2
Pub 110616-1cc, June 2011
• Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be • N D\/_Q O�
necessary depending on fie�d conditions.All attachments are staggered amongst the framing members. � � �1
cp
.
FOR CONSTRUCTION ���1I��
m �
• Ground WEEB& ���A��`
• . Module Clamp RGS
Unirac Solarmount E N E RGl/
ZSOP � Rail w/L-foot ereflRP�w�.e�9n:s��,�.
pS6P� G�een Fasten Flashing: 3z raugwonkspur,niz
Sh`�g\e , � � ECO-GF�-BLK-812 With 5tonginton,CTo6378
Phone�860)535-3370
Sp�a\�Gomp O G Module(TYP J ECO-CP-SQ Compression Bracket pax(a13)eaa-zzzs
� P � e`5�ZO. RooRop / 5/�6'k 3.5"S.S. Lag Bolt GRID-TIED
„ aK w/2.5" Minimum PenetraGon PHOTOVOLTAIC SYSTEM
2 Xa 20� Sealed w/Approved Sealant
� M Ra�e�s @ 3.75kW DC�STC
2•Xa p G� SOUSA, GUS
� 117 WEBB STREET
� SALEM, MA 01970
, Project# 10134788
� Attachment Profile , � Attachment Detail � oFs��� �eoff�eYBe����
1 Scale: 3/4" = 1�-0" . � Scale: 1" = 1'-0" '
A��E�R Colin RobeRs
� � . � . . . � � � ' . veasioHonre. 2014-0613 .
- 20"Max . . . . . - 20�� M� � � � � REVISIONS
Roof Framing PV Module Rail Overhang
, � . . � Rail Splice Rail Overhang - . . # By Date Notes
� � � 1 CR 6H3201d ExpasureC&Mc�wSpen
Roof z
Attachment 3
4
^ Anchors located � , � �
gon altemate roof I . . � , 5
� framing members
Stagger splice locations Min of 2 supports
� » ,� .. within the each row of modules on either side of splice
� 40' Max with a max spacing of 60"
Anchor Spacin SolarMount Rail
, Sta gered Attac ment etail (Typ.) � Rail Splice Detail
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J Scale: N.T.S: �uJ Scale: N.T.S. '
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On-grid Module
� . � CS6P is a robust solar module with 60 solar - .
., � , cells.These modules can be used tor on-grid
9 �. solarapplications.0urmeticulousdesignand
� �� � � � � production techniques ensure a high-yield,
� � long-term performance for every module
^ �- � - -� -� --•- � . •� � . . . produced.0urrigorousqualitycontroland
_, � , _� , _ _. _ _ � � _�_ in-house testing facilities guarantee Canadian
� . Solar's modules meetthe highest quality � �
� standards possible. �
' Key Features
� • Top ranked PVUSA(PTC)rating in California(orhigher � Applications - �
, � energy production . . On-grid residential roof-tops li
� . On-grid commercial/industrial roof-lops �
• 6yearsproductwarranty(materialsandworkmanship); , Solarpowerstations
25yearsmodulepoweroulputwarranty � , Otheron-gridapplications . ,
�
• Industry leading plus only power tolerance:+5W(+2%)
• Strong tramed module,passing mechanical load test Qu8lity CeftificateS
� oi5400Pato withstand heaviersnowload i �I
. � • IEC 61215, IEC 61730,IEC 61701,U�1703,
� . • Ultra reliable in corrosive atmosphere,veritied by CEC Listed,CE,KEMCO and MCS � I
�" � IEC61701 "SaltMistCorrosionTesting" . • IS09001:2008:Standardsforquality ''
managemenlsystems � I,
a • The tst manufacturer in the PV industry certified tor • ISO/TS169492009:The automotive quality �
� ISO:TS16949(The automotive quality management � management system �
. syslem)in module produclion since 2003 � • oC080000 HSPM:The Certification for .
. � '� HazardousSubslancesRegulations � �
� ��' • IS017025 qualified manufacturer owned testing lab, �
. � fully complying to IEC,TUV,ULtesting standards � �
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. CS6P-220/225/230/235/240/245/250P
Electrical Data CS6P-220P CS6P-225P CSfiP-230P CS6P-235P CS6P-240P CS6P-245P CS6P-250P
NominalMaaimumPoweratSTC(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 Current(Imp) 7.53A 7.65A 7.78A �.90A 8.03A 0.17A 8.30A
OpenCircuiNoltage(Voc) 36.6V 367V 36.BV 36.9V 37.OV 37.iV 37.2V
ShortCircuitCurrent(Isc) 8.09A 8.19A 8.34A 8.46A 8.59A 874A 8.87A
Operating Temperature -40°C-+85C
Maximum System Voltage � 1000V(IEG)I600V(UL)
Maximum Series Fuse Rating 75q
Power Tolerance +SW
. Pmax -0.43%fC -
� TemperatureCoefficient � Voc -0.34%fC
Isc 0.065%fC
NOCT 45°C
, UntlerStentlertlTealContlllions�sTC�oilrretllanceofiaaaW/m',spaclmmAMl.Sandcelllemperelureoi]5C
p
Mechanieal Data
CeIl7ype Poly-crystalline �
Cell Arrangement 60(6 x 7 0)
F Dimensions 1636x982x40mm(64.Sx38.7x1.57in)
� Weight 20kg(44.11bs)
Front Cover Temperetl glass
, FrameMa[erial Anotlizedaluminiumalloy
Standard Packaging(Modules per Pallet) 20pcs .
Engineering Drawings I-V Curves (CSSP-25oP)
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About Canadian Solar
� Canadian Solar Inc. is one of �he worid's largest solar Canadian$olar was founded in Canada in 2001 and was successfuily
companies.As a leading verticaly-integrated manufadurer listed on NASDAQ Exchange (symbol: CSIo) in November 2006. �
ot ingots, waters, 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
uncom romisin �nodule capacity to 1.3GW in 2010.
p g quality to wodtlwide customers. Canadian �
Solar's world class team of professionals works closely with
our customers �o provide them with solutions for all their I
solar needs.
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` �.����� PART I —GENERAI 1.3 SUBMITTAL � B. Fasteners (may be supplied by others)to be
' .,v'% � A. Submit manufacturers written specificaLons. compatible with chosen roof application and
*"'',� � I.I SUMMARY B. Submit sandard produd cut sheets. meet specifed pull out values as shown in load
z� '�' ' A. WORK WCLUDES C Submit installation instructions. test data. .
���� � I. GreenFasten solar attachment bracket that D. Submit product specific load test data,showing. C. Bue flashing is.032 gauge aluminum embossed
.�' t .;. ' attaches diredly to the roof deck. , uRimate and allowable load values. to accept EPDM bushing.
� 2. Provide appropriate bracket and (asteners
� �' , � for the roof system. � ' D. Bushing is EPDM.
1.4� QUALI7YASSURANCE
� B. RELATED SECfIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless
�: I.Section 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less . and EPDM,
�. �4� Z Section 07500:Roof ng thzn 5 years in the area of the project.
�y 3.Division I:Administrative and procedural 2.3 FlNISH—Mill Finish .
requirements I.S DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum
. 4.Division7:Thermal and Moisture Protection Inspect material upon delivery Notify manufacturer
�� . within 24 hours of any missing or defedive items.Keeo g� Base flashing (choose one)
�' � �,:n �z� c��� � 1.2 SYSTEM DESCRIPTION � material dry,covered,and off the ground until installed. I.Mill Finish
'� " � ' °0 A. COMPONENTS:
`� � f �<t c � 2 Black-kynar painted
w I. GreenFasten system consis�s o(zluminum pART 2 - PRODUCTS .
� ... . a flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted
��,f� 3 bonded stainless steel and EPDM washer. �
v 2.1 MANUFAC7URER �
� ��}. .' v 2. Fasteners EcoFasten Solar° PART 3 - EXECUTION
' � °�� � A.To be of inetal compatible with aluminum
0 289 Harrel St Morrisville,VT 05661
� � GreenFasten components. . (g77) g59-3947 � 3.1 EXAMINATION
n B.Fas[eners should be seleded for
��,,,���� a www.ecofastensolaccom. A. Substrate:Inspect structure on which brackets
,,, compatibility with the roof deck are to be installed and verify that it will withstand
F � r CFastener strength should exceed or be equal z z_ MATERIALS � any additional loading that it may incurred.Notify
o- to that of the allowable load of the rystem. A. Attachment Bracket General Contractor of any defcienoes before
,��` t ��. v See test data at www.ecofastensolaccom 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets.
:� �� 3. Sealant(if required by roof manufacturer): I. F-I I I B. Verify that roofing matenal has been installed
� '� o to be roof manufac[urer approved � corredly pnor to instzlling solar attachment brackets.
� + � v 4. Aluminumattachmentbracket 2. L-101-3" �
�� r :� +' i' r� 3. L-102-3"
': f ' P 31 INS7ALLATION -
-' � °; .B. DESIGNREQUIREMENTS: 4. CP-R
� .- ..- A. Comply with architecturzl drawings and '
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ro ect en ineer. 6. SL-102-6" � �
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SolarMount Technical Datasheet
Pub 110818-1td Vt.O August 2011
SolarMount Module Connection Hardware.......................................................:.......... 7
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 N� (hidden..se alloys: 6005-T5,6105-T5, 6061-T6
Up Clip �o � � Ultimate tensile: 38ksi,Yieid: 35 ksi
� '' Finish: ClearAnodized
Bottom Up Clip weight: -0.031 Ibs(14g)
Beam I Bolt ' Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
UNIRAC documents
• Assemble with one Y:'-20 ASTM F593 bolt, one Y,"-20 ASTM F594
serrated flange nut, and one Y,"flat washer
L- ' : 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-
_ party test results from an IAS accredited laboretory
'"" • 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
Applied Load Average Allowable Safety Design Resistance
�Direction Ultimate Load Factor, Load Factor,
� , Ibs(N) Ibs(N) FS Ibs(N) m
� 1` ����' Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662
Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441
�--�X' �--�.� Sliding.Z± 66(292) 27(119) 2.44 41 (181) 0.619
�
Dlmeneions apecifled in inches unless noted �
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• � • • . � . . ii°UNIRAC
� AHIIPLNOLIPCOMPqNY
' SolarMount Mid Clamp
Part No.302101C,302701D,302103C,302104D, � .
' 3021050;302106D
I 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)
' � 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 third-
party test results from an IAS accredited laboratory
� Applied Load Average Allowable Safety Design Resistance
���o�T*+�^^��--` Direction Ultimate Load Factor, Load Factor,
�[�� �l�� _.—_ 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) 227 346(1539) 0.665
� ; Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620
�.�X
Dimensions specified in inches unless noted I
SolarMount End Clamp
Part No.302001C,302002C,302002D,302003C,
302003D,302004C,302004D,302005C,302005D, _
302006C,302006D,302007D,302008C,3020080, .
3o2oosC,3020090,3a2atoc,3020NC,302ot2C • End clamp material: One of the following extruded aluminum I�
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)
� � � - d Clamp • Allowable and design loads are valid when components are
Serrated assembled according to authorized UNIRAC documents
Flange Nut • Values represent the alfowab�e 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
L�X .
�_ i.s , — Applied Load Average Allowable Safety Design Resistance
( 'm"1PJX � Direction Ultimate Load Pactor, Loads Factor,
,�„ � —�' - � Ibs(N) Ibs(N) FS Ibs(N) m
V� j Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
�oaua
iM1Of�,' � � Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330
i ,_,_
Sliding,Xt 142(630) 52(231) 2.72 79(349) 0.555
Dimenalona epecitled=iA-inches.unless-�cted
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� � • � • • . . . . :� UNIRAC�
A HILii GROUF COMPANY
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,Yield:35 ksi
� • Finish: Clear or Dark Anodized �
• L-Foot weight:varies based on height: -0.2151bs(98g)
- • Allowable and design loads are valid when components are
Bea assembled with SolarMount series beams according to authorized
Bo/t UNIRAC documents
L-Foot • For the beam to L-Foot connection:
�Assemble with one ASTM F593'/d'-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 2005 Aluminum Design Manual and third-party test
Y results from an IAS accredited laboretory
� , 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 .
� x�, Applied Load Average Safety Design Resistance ��
ttg���p � � Direction Ultimate AllowableLoad Factor,� Load Factor,
� ���°v`�� Ibs(N) Ibs(N) FS Ibs(N) m
� � � Slidin Z± 1766 7856 755 3356 2.34 1141 5077 0.646
�- :.o� _ 9� � ) ( ) � )
� Tension,Y+ 1859(8269) 707(3744) 2.63 7069(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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. . • . . . . . :� UNIRAC
� niuiricreouvuaMNnHv
SolarMount Beams
` Part No. 310132C, 310132C-6, 310168C, 310168G6, 310168D
310208C, 310208C-B, 310240C, 310240C-B, 310240D,
, 410144M, 410168M,410204M,410240M
Properties Units SolarMount SolarMount HD
Beam Height in 2.5 3A '
Approximate Weight(per linear k) 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 0221
Moment of Inertia(X-Axis) in° 0.464 1.450
Moment of Inertia(Y-Axis) in° 0.044 0.267
Radius of Gyration(X-Axis) in 0289 1.170
�
. Radius of Gyration(Y-Axis) in 0.254 0.502
;, q� �
�k�'�iv,i�1} e i3 .;:ar ��'�k�� "`- .
SLOT FOR T-BOLT OR l,�Zg�
� SLOT f-0R T-BOIT OR
�" HIX HEAD SCREW �"HEX HEAD SCREW
2X SLOT FOR � SLOT FOR
BOTTOM CLiP 2.500 . BOTTOM CLiP � .
T 3.000
1
1316 �
SLOT FOR
3�" HEX BOLT SLOT FOR � 1.385
3�" HEX BOLT I I -
387 J__L
.750
1.207
Y Y 1.675
� �
. �_.�X 1_.�X .
� SolarMount Beam SolarMount HD Beam � �
Dimensions specified in inches unless noted
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