12 PRESTON RD - BUILDING INSPECTIONr
I U -- I � - 13Cv � FSOO �1 ��� �W
� The Commonwealth ofMassachusetts RECEGV `
� Board ofBuilding Regulations and Standards INSPE TIOi��'�d� ES
Massachusetts State Building Code,780 CMR SALEM
{� re Mpr�2
Building Permit Applicatioo To Construct,Repair,Renovate Or Demolisl���a ��+�� r � �
One-or Two-Family Dwelling
This Section For Official Use Only
Building Permit Number: Date Appli :
� Sa r
Building O�cial(Print Name) Signature Date
SECTION 1:SITE INFORMATION
1.1 Property Address: 12 preston Road 1.2 Assessors Map&Parcel Numbers
z3 0208
l.l a Is�[his an accepted stree[?yes X no Map Number Parcel Number
13 Zoning lnformation: 1.4 Proper[y Dimensions:
R residence-no change . .
Zoning District Proposed Use � Lot Area(sq�R) � Frontage(ft)
1.5 Building Setbacks(ft) n/a
Front Yard Side Yards � Rear Yard
. Required Provided Required Provided Required Provided
1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flaod Zone Informarion: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ �OutsiAe Flood Zone? Municipal O On site disposal system ❑
Check if yes�
SECTION 2: PROPERTY OWNERSHIP�
2.1 Owner of Record:
Joe Addario Salem, MA 01970 .
Name(Print) � Ciry,State,ZIP
� 12 Preston Road 781-760-5366 joe9450@aol.com �
No.and Street � Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORKz(check all that apply)
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ AccessoryBldg.O NumberofUnits Other L9 Specify: solar
Brief Description of Proposed Work2: Installation of a S.SkW roof mounted solar array using 22 Canadian Solar
CS6P-250P modules,22 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work. � �
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estima[ed Cosis: p}7jeial Use Only
Labor and Materials
1.Building $ 5,000 ��• Building Permit Fee: $ Indicate how fee is determined:
❑Standard City/Town Application Fee
2.Electrical $ 19,000 O Total Project Cost�(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 Amounk Cash Amount:
6.Total Project Cosh $ .24,000 ❑paid in Full ❑Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Canstruchon Supervisor License(CSL) 102054
10/6/14
Michael Rotondo License Number Expiration Datc
Name of CSL Holder
61 Gellette Road List CSL Type(see below)
No.and Street Type Descrip[ion
Fairhaven, MA 02719 U Unreshicted Buildin s u to 35,000 cu. (i.
R Restricted 1&2 Famil Dwellin
City w�7{�State,ZIP M Mason
� RC Roofin Coverin
WS Window and Sidin
. SF Solid Fuel Bumin�Appliances
401-215-7056 michael.rotondo@rgsenergy.com I Insulation
� Tele hone� � Email address � D Demolition
53 Registered Home Improvement Contractor(HIC) 162709 4/6/15 '
Alteris Renewables dba RGS Energy � HIC RegisVation Number Expiration Date
HIC Company Name or HIC Registrant Name "
32 Taugwonk Spur,Al2 J
No.and Street � kimberty.hendel@rgsenergy.com
Stonington, CT 06378 860-535-3370 Email address
Ci /Town,State,ZIP Tele hone �
SECTION 6:WORKERS'COMPENSATION INSURANCE AFF[DAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance a�davit mus[be completed and submitted with this applica[ion. Failure to provide
� this a�davit will result in the denial of the Issuance of the building pennit. -
Signed Aftidavit Attached? Yes ..........C� No...........❑
SECTION 7a:OWNER AUTHOR[ZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Energy
to act on my behalf,in all matters relative to work authorized by this building permit application.
�
see signed authorization form attached j� S � �
Prin[OwnePs Name(Electronic Signature) Date �
SECTION 7b:OWNER�OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
con[ain thi ' plication is true and accurate to[he bes[of my knowledge and understanding
� ` �.� P �s�
Print Owner s or Authoriud gent's Name(Elechonic Signature) Da[e � �..
NOTES: I
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Con[ractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important informa[ion on the HIC Program can be found at '
www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass. o�dps
2. When substantial work is planned,provide the information below: -
Total floor azea(sq.ft.) (including gazage,finished basement/attics,decks or porch) '
� Gross living area(sq. R.) 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 Cosf' �.
� ��
;����� RGS I ENERG'Y
��, Gleen Powec Brighl Snvings.
Property Owner Consent form
owner: {J�e. Ac{cla��c�
Address t z S�aSd�
. Town: sc�lem
State: M �
Z9p:
a 1 �ia0 ,
Phone: ��� ��a 5366
I he��by give�ermission to RGS Energy and their
repr�sentatives to pull the required permits for a solar
� .
� in��a!'ation on my property.
- � �- �=/�
Prop ner Date
J2'I'eugwunk5pur,A125ronington,C1'06378 � lcLB(i0.5J5.3370 � fux91J697:2225 � RC�Sliierg,ycnm .
1�/,
='� = RGS I ENERGY
'//1``` Clean Pawer.Bright Savings.
August 15, 2014
City of Salem
Building Department .
120 Washington St,3�d Floor
Salem,MA 01970
Hello,
I have enclosed a building permit application,applicable fee and supporting docuxnents
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,
��µ^'C ,
Kim Hendel
Operations Specialist � - � �
RGS Energy
32 Taugwonk Spur Road;Al2 � .
Stonington CT 06378
Ph 860-535-3370
Fax 413-683-2225
ki mberlv.hendel�RGSenergy.com , �
32 'faugwonk Spur,Al2,SroningCon, CT 06378 I teL 8C,0.535.3370 I Fax 413.Fi83.2225 I
RGSGnergy.ctim .
.
n �.�f�r 'f��rliriiini�ini�ir�/� r`r. l(ri.iJnr��i%li�//;
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a.,_�" . 10 Pnrk Plaza • 5uite 5170
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Home Imrrovement Contractor Registration
Rep4lmUan. 182�09
. tYGa' Phvale CwoweNon . .
Emfrelton. 1I82015 T� 2]72t2
ALTERIS RENEWABLES INC.
MICHAEI ROTONOO ` - —
32 TAUGWONK SPUR A72 -- -
S70NINGTON, Et 06378
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,aco� CERTIFICATE OF LIABILITY INSURANCE DATE(NMIDDIYYYY)
L� v uzo i 5 I 2/30/2013
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 CONTRACT BETWEEN THE ISSUING INSURER�S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDRIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to
the tertns and conditions of the policy,certain policies may require an endorsement. A sWtement on this ceRificate does not confer rights to the
cartificate holder in lieu of such endorsement(s.
PRODUCER Lockton Companies,LLC Demer N�EACT
8110 E.Union Avenue PHONE rnx
NC No:
Suite 700 E.�p��
Denver CO 80237 aoorsEss:
(303)414-6000 INSURERSAFFORDINGCOVERAGE NAICp
INSURERA:FII'S�S ecial Insurance Co oration 34916
iNsur�o� AlterisRenewables,II1C. INSURERB: � C n
1344665 dba Real Goods Solar �r,sunenc: am s ver lnsurance Com an 12203
dba RGS Energy ixsunee o:Starz Indemni &Liabili Com an , 38318
32 Taugwonk Spur,Unit AI2
Stonington,CT 06378 �NSURER E:
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 MAV BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDI710NS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �
. INSR A00 SUBR POLILY EFF POIICY EXP
LTR TVFEOFINSUIiANCE g POLICYNUMBER MMIDOIYYri MFVDD LIMITS
A `E"E"""'"a""" N N iecz000szsoi �nizoia v�nms �
�AMFGE TO RENTED
MMERGFLGENE BILIN PREMISES�Eeoccurtence) $ SOOOO
CWMSMAOE�OCCUR ME�EXP An one erson $ ?{}�'}{�'}�'](}(
PERSONALBADVINJUftY E ]�OOO�OOO
GENERALAGGREGATE $ OOO
GEN'LAGGREGFTELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ OOOO O I
POUCV X jECT LOC $
B AUTOMOBILE WBILITY N ry BA�585240} 1/1/2014 1/1/201$
�Ea acdtlent) $ OQ
X MIVAUTO BODILYINJURV(Perperwn) $ (X�
X ALLOWNED SCHEDULED BODILYINJIIRY Pereccitlenl E X
AUTOS AUTOS
X NIREDAlJr0.5 X AUT SWNED PROPERTYOAMAGE $ XXXXXXX
$ X�{XX}�X
C X UMBRELLALIAB X OCCUR N N OOOSS7241 VV2014 1/1/2OI5 EACHOCCURRENCE 3 IOOOOOOO
� g exCE85uae CwMsnuDE ��0020609 1/V2014 1/1/2015 qGGREGnTE $ ,
OED REfE1RION5 $
B WORKERSCqAPEN5AT10N WCSTATU- -
aiDENr�OrErtS'unelurr ��N N WC5852405 1/I/2014 1/1/2015 X TORVUMIT ER
ANYPROPRIEfORIPARTNEWE%EClII1VE � E.LEFCHACCI�ENT $
OFFICEfLMEMBERE%CLUOEDi �N N�p
�Nantla[ory In NN) E.L.DISFASE-EH EMPLOYE $ ] OOO OOO
Ifyes�tlesaibe u�Mer
DESCRIPTION OF OPERATIONS belox E.L DISEASE-POLICY LIMIt $
DESCRIPiION OF OPERATON51 LOCRTONS/VEHICLES(Altach ACORD 101,ACtlXimal RemarFa Schedvla,if more epaca Is reqWretl)
CERTIFICATE HOLDER CANCELLATION �
' . SHOULO ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
' THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
�ZGSSZ�3 AUTHORIZED REPRESENTATNE
For Evidence Only
ar/e I� � ,�l
ACORD 25(2010105) TheACORD name antl bgo are regleteretl marke of AGORO �1 88-2010 ACORD CORP TION.All rights reserved
: � The Commonwealth of Massachusetts
Department ofindustrial Accidents
Office of Investigations
� 600 Washington Street
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Af6davit: Builders/Contractors/Electricians/Plumbers
Apalicant Information Please Print Leeiblv
Name(B�s�ness/orga��zacionimdivia�aq: Alteris Renewables, Inc. dba RGS Enerqy
Address: 32 Taupwonk Spur, Unit A-12
City/State/Zip: Stonington. CT 06378 Phone #: (860)535-3370
Arc you an employer?Check thc appropriate box: Typc of project(required):
1. x❑ I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New construction
cmployees(full and/or part-time).* have hired the sub-contractors
2.Q I�am a sole proprietor or pariner- listed on the attached sheet. x �� ❑ Remodeling
ship�and have no employees These sub-contractors have S. ❑ Demolition �
working for me in any capaciry. workers' comp.insurance. 9. ❑Building addition
[No workers' comp. insurancc 5. ❑ We are a corporation and its
required.] officers have exercised[heir �0.❑ ElecVical repairs or additions i
3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions
myself. [No workers'comp. c. 152, §1(4),and we have no ]2.0 Roof repairs
insurancc required.] t . employees. [No workers' �3.� Other sola�panels
� comp. insurance required.]
•Any appliwnl that chccks 6ox#1 must also fill oul lhc scction bclow showing[hcir workcrs'compensation policy in£ormation. I
t Homcowncrs who submi[this affidavit indicating thcy arc doing all work and thcn hirc outsidc contracmrs must submil a ncw affidavit indicating such.
=Contracturs that chcck this box must allachcd an addi[ional shcct showing thc namc of thc sub-contractors and thcir workcrs'comp.policy infortnation, i,
7 am an employer[hat is providing workers'compensatinn rnsurance for my employees Be[ow is the policy and job site
informatioa
Insurance Company Name: Zurich American Insurance Co.
Policy#or SeIF-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015
Job Site Address: 12 Preston Road City/State/Zip: Salem, MA 01970
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to sewre coveragc as required under Section 25A of MGL a 152 can.lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
� Investigations of the DIA for insurance coverage verification. . �
!do hereby certify nder t e pmns a pena[ties of perjury tha[[he information provided a6ove is[rue and correc[. .
�
�
Sienature: ' Date: B��Cr I��
�
Phone#: (a60)535-3370
Officia[use only. Do not write in thrs area,to be coinpleted 6y ciry or town o�ciaL
City or Town: Permit/License#
Issuing Authority(circic onc): .
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspec[or 5.Plumbing Inspector
6.Othe�
Contact Person: Phone#:
July 24, 2014
To: Code Enforcement Division
From: James A. Ma�, Jr. P.E.
Re: Engineer Statement far Addario Residence, 12 Preston Rd., Salem, MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the existing roofing Main Roof
(one layer composition): 2" x 10"rafters at 16"o.c., having a roof span distance approx.
19'-1" with pitch 34 deg.; for mounting of solar panels and their installation will satisfy
the structural roof framing design-loading requirements of the Massachusetts building
code— 780 CMR Residential Code 8th Ed.
For the installation of the solaz mounting,the Unirac Solarmount rails with EcoFasten
Green-Fasten and ECO-CP-SQ Bracket with supports at 32"max. spacing and securely
fastened with 5/16" dia. x 4" SS lag screws as shown on drawing A1.0. All attachments
are staggered amongst the framing members. The mounting system has been designed for
wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 psf. I
The Photovoltaic system and the moLmting 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 certi,fy this design to be structurally
adequate.
Sincerely� OF Mq
\��P��N sy,�cyG
n S A.MARX.JR. N�
E JAM[. �
� N
O C�VIL
Np,3G3E5 4.
James A. Ma�, Jr. A,� ���iS ��e°���' �
Professional Engineer �FFSsi�Nn�.���
MA 36365 RT-.� 7�Zy��
10 High Mountain Road
Ringwood,NJ 07456
cc: RGS Energy
July 24, 2014
To: Code Enforcement Division
From: James A. Marx, Jr. P.E.
Re: Engineer Statement for Addario Residence, 12 Preston Rd., Salem, MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the existing roofing Main Roof
(one layer composition): 2" x 10" rafters at 16"o.c., having a roof span distance approx.
19'-1" with pitch 34 deg.; for mounting of solar panels and their installation will satisfy
the structural roof framing design-loading requirements of the Massachusetts building
code—780 CMR Residential Code 8th Ed.
For the installation of the solar mounting, the Unirac Solarmount rails with EcoFasten
Green-Fasten and ECO-CP-SQ Bracket with supports at 32"max. spacing and securely
fastened with 5/16" dia. x 4" SS lag screws as shown on drawing A1.0. All attachments
are staggered amongst the framing members. 'The mounting system has been designed far
wind speed criteria of]00 mph Exp. B 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 endorse the solar panel installation and certify this design to be structurally
adequate. , '
Sincerely, ����`�c
,'�� tiGs
< .I�MFS�.M�(i%,Jfi. <<�`
�
5 N �
(,IVII-
� N0.:1G'.}G5 �
James A. Marx, Jr. , T �°
h�� Pc:i51F. ���� ,
Professional Engineer '`kssi�Nn��`� 7/2y�y -
MA 36365 ♦_��a
10 High Mountain Road
Ringwood, NJ 07456
cc: RGS Energy
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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) 292V 29.4V 29.6V 29.BV 29.9V 30.OV 30.1V
Optimum Opereting Current Qmp) 7.53A 7.65A 778A 7.90A 8.03A 8.17A 8.30A
Open Circuit Voliage(Voc) 36.6V 36.7V 36.BV 36.9V 37.OV 37.1V 37.2V
� Shotl Circuit Current(Isc) 8.09A 8.19A 8.34A 8.46A 8.59A 874A 8.87A
� OperatlngTemperature � -40C-+85'C
i � Maximum System Voltage 7000V pEC)I600V(UL)
�; Maximum Series Fuse Rating 15A �
� PowerTolerance +SW
� � Pmax � -0.43°kPC �
1 Tempereture CoefflcleM Voc -0.34%fC
� Isc 0.065%fC
� . NOCT 45`C '
� UnderStantlartlTeslContlitiom(STC�oilrreEianceof1000W1m',specimmAMl.SanticniltemperaW�eof25C�� �
y fMechanical Data
! CellType � Poly-crystalline
, . CellArrangement 60(6x10)
Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in)
Weight 20kg(44.1 Ibs) �
Front Cover Tempered glass
• � Frame Material Anodized aluminium alloy
Standard Packaging(Modules Der Pallet) 20pcs
' Engineering Drawings I-V Curves (CSSP-25oP)
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About Canadian 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 manufaclurer listed on NASDAQ Exchange (symbol: CSI�) in November 2006.
� of ingots, wafers, cells, solar modules and solar systems. Canadian Solar is on track �o expand cell capacity to 700MW and
Canadian Solar delivers solar power products of modulecapacityto7.3GWin2010.
uncompromising quality to worldwide wstomers. Canatlian �
Solar's worltl class team of professionals works closely wi[h�
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� t��� �" PART I — GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be
,. � � A. Submit manufacturers written specifcations. mmpatible with chosen roof application and
� �- I.I SUMMARY B. Submit standard produd cut sheets. meet specifed pull out values as Shown in load
�� � Y A. WORK INCLUDES test data. �
�i C. Submit installation instrudions.
I. GreenFasten solar attachment bracket that
{ ! _ D. Submit produd specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed
��ya� �� � attaches directly to the roof deck. , uhtimate and allowable load values. to accept EPDM bushing.
2. Provide appropriate bracket and farteners
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���;(�i B. RELATED SECfIONS Installer to be expenenced in the installation of E Stainless rteel bonded washer is 302 s[ainless
i� � � I.Sedion 0�600:Flashing and Sheet Metal specified rooFlng material and snowguards for no less and EPDM.
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' ��-' 3.Division I:Administrative and procedural 2.3 FINISH—Mill Finish ,
� x" re uirements �1.5 DELIVERY/STORAGE/HANDLING
� e��r 4 . A. Bracket is mill fnish aluminum
i a���; ,� � 'ii"� � 4.Division7:Thermal and Moisture Protection Inspect matenal upon delivery.Notify manufacturer
�c B. Base flashing(choose one)
�.�l�, ' . d within 24 hours of any missing or defedive items.Keep
��'F ��p �1 '. 11 SYSTEMDESCRIPTION
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St d a 'ai aE'���: � v A. COMPONENTS: � �
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,� w I. GreenFasten sys[em consirts of aluminum pART 2 - PRODUCT$
� 4 3�'f, a flashing with integral EPDM bushing and one 3,Dark Bronze-kynar painted .
.�}���,� '"��f �,,_ v bonded stainless steel and EPDM washer. � ; /H,qNUFACTURER
�,�� � �l v 2. Fasteners EcoFasten Solar° PART 3 - EXECUTION
�� ���}� i a.- � A.To be of ineWl compatible with aluminum zg9 Harrel St Morrisville,VT.05661 � �
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.} �, o � (877) 859-3947 , 3.1 EXAMINATION
�''�.�;� a ' �, � a B.Farteners should be selected for . �yN.�y.ecofastensolaccom. � A. Substrate:Inspect strudure on which brackets
�� "'7. ��� � _p „', compatibility with the roof deck are to be inrtalled and verify that it will withstand
ti � +. �� z CFastener strength should exceed or be equal z z_ M,qTER1ALS any additiona4loading that it may incurred.Notify
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� � v See test data at www.ecofastensolar.com 6000 Series Aluminum (choose one) � ins[alling EcoFasten Solar brackets.
�. �.��t � , �° � .�0 � " 3, Sealant(if required by roof manufacturer): � �
� I. F-I I I B. Venfy that roof ng matenal has been installed
,,� � �� o to be roof manufadurer approved. correctly pnor to installing solar attachment bracketr.
''•:t t v 4. Aluminumattachmentbracket 2 L-101-3" . .
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�i�� �' ' e 3. It is important to design new strudures or 8� Custom , Y �
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. H HIRI GROUP CpMP�NY
SolarMount Technical Datasheet
� Pub 110818-0td V7.0 August 20N � .
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Clip..:..............................................................................................1
MidClamp ........................:"...........................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot...........................................................................................................................3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware
SolarMount Bottom Up Module Clip i
Part No. 302000C
�W�ashe�r ' Bottom Up Clip material: One of the following extruded aluminum
Bottom N�� (hidden..see alloys: 6005-T5, 6105-T5, 6061-T6
Up Clip , �o i�; • Ultimate tensile: 38ksi,Yeld: 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 Y."-20 ASTM F593 bolt, one Y."-20 ASTM F594
serrated flange nut, and one Y<"flat washer
• Use anti-seize and tighten to 10 R-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
�` � • Module edge must be fully supported by the beam
* NOTE ON WASHER: Instail washer on bolt head side of assembly.
DO NOT instali washer under sercated flange nut
� Applied Load Averege Allowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
;
Ibs(N) Ibs(N) FS Ibs(N) m
� E �.�• Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662
Y � � Transverse,Xt 1128(5019) 329(1463) 3.43 497(2213) 0.441
� —'-i.w
L..�X ` Sliding,Zt 66(292) 27(119) 2.44 41 (181) 0.619
i
Dimensions specified in inches unless noted
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• � • • . . . . - - :�UNIRAC
.A Hllll GROLIF COMN4NY
SolarMount Mid Clamp
Part No.302101C,302701D,302103C,302104D, �
302105D,302106D
� rca 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,Yeld: 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 fAS accredited laboratory
� Applied Load Average Allowable Safety Design Resistance
I ��^��n'T^�"`^�—= Direction Ultimate Load Factor, Load Factor,
J �hpN� {���` � Ibs(N) Ibs(N) FS Ibs(N) m
i���� Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667
i Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665
j , Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620
`-:x
Dimensions specified in inches unless noted .
SolarMount End Clamp
Part No.302001C,302002C,302002D,302003C,
302003D,302004C,3020040,302005C,302005D, .
302006C,302006D,302007D,302008C,302008D, �
302008C,302009D,302010C,302011C,302012C • End clamp material: One of the following extruded aluminum
;;;---------^^^-----��� alloys:6005-T5,6105-T5, 6061-T6
��, + • Ultimate tensile: 38ksi,Yield: 35 ksi
I • Finish: Clear or Dark Anodized
// End clamp weight:varies based on height: -0.058 Ibs (26g)
k" d�i Clamp • Allowable and design loads are valid when components are
� Semated . � assembled acwrding 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 senated flange nut
• Use anti-seize and tighten to 10 ft-Ibs of torque
• Resistance facrors 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 Iaboratory
� • Modules must be installed at least 1.5 in from either end of a beam I
�_►X
� . �s � Applied Load Average Allowable Safety Design Resistance
10''""" Direction Ultimate Load Factor, Loads Factor,
_�-�—�
,F,;,,,, ! Ibs(N) Ibs(N) FS Ibs(N) m
��g �� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
�ooue
"1°`"�` 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
Dimensions specified=in.inshes-ualess.aeted
• � � • . • . . :�U N I RAC�
A HILTI GROLIP[OMPANY
SolarMount Beam Gonnection 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:ClearorDarkAnodized
• L•Foot weight:varies based on height:-0215 Ibs(98g)
• Allowable and design loads are valid when components are
Bea assembled with SolarMount series beams according to authorized
Bolt UNIRAC documents �
L-Foot • For the beam to L-Foot connection:
� � •Assemble with one ASTM F593'/a"-16 hex head screw and one
� ercated � ASTM F594'/d'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 laboratory
j � � . � NOTE: Loads are given for the L-Foot to beam connectian only; be ��
� X sure to check load limits for standoff, lag screw,or other �
� —��� � attachment method �
�I� AppliedLoad Averege Safety Design Resistance
aaorwa Direction Ultimate Allowable Load Factor, Load Factor,
�i���� � Ibs(N) Ibs(N) FS Ibs(N) m I
�_�,p, _� �� 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,X± 486(2162) 213(949) 2.28 323(1436) 0.664 ��
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. . . . . . . . :�UNIRAC�
a wm ceour cortnrnr�r
SolarMount Beams
Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D
310208C, 310208C-6, 310240C, 310240C•8, 310240D,
410144M, 410168M, 410204M, 410240M
Properties Units SolarMount SolarMount HD
Beam Height in 2.5 3.0
Approximate Weight(per linear ft) plf 0.811 � 1271
Total Cross Sectional Area in' 0.676 1.059
Section Madulus(X-Ncis) in' 0.353 0.898
Section Modulus(Y-Auis) in' 0.113 0221
Moment of�Inertia(X-lUcis) 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 0254 0.502
SLOT FOR T-BOLT OR 1,7Zg�
SLOT FOR T-BOLT OR
�"HIX HEAD SCREW �/a"HEX HEAD SCREW
2X SLOT FOR � SLOT FOR
BOTTOM CLIP � 2.500 BO7TOM CLIP � �.
T 3.000
�
1.316 �
SLOT FOR
I � 3�" HEX BOLT O SLOT FOR 1.365
� 3�" HEX BOLT
' .387�
750
1107
Y Y 1.875
� �
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SolarMount Beam SolarMount HD Beam
Dimensions specified in inches unless noted
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=� = RGS I ENERGY
'•//,``` Clcan Power.Bright Savings.
August 15,2014
City of Salem
Building Department
120 Washington St,3�d Floor
Salem,MA 01970
Hello, �
I have enclosed a building permit applicafion, applicable fee and supporting documents
for a residential solar installaHon 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,
��au-C
Kim Hendel
OperaHons Specialist
. RGS Energy � �
32 Taugwonk Spur Road,Al2 �
Stonington CT 06378
Ph 860-535-3370
Fax 413-683-2225
, kimberly.hendelORGSenergy.com �
32 'faugwonk Spur,Al2, SConingCon,CP 06378 I [el. 8G0.535.3370 I I'ax 413.683.2225 I
RGSL'nergy.com �
ry '
� PROJECT DESCRIPTION �..,�, .,, � �. g t�" � �: � y �. .�.;�x � � �� ,,.,� ,�.,r.� �' �, �, _ _ y� Q �A�N R�Eru�N��.
THIS 5.50 kW ROOF-MOUNTED PHOTOVOLTAIC (PV) SYSTEM IS TO 8E INSTALLED AT ^ •, °,pd' • ` y� .„, �.'�* "� "`�° �
..y� � � "�„ �° �: I C""�„a �' �s # � � �CneR6�4C0>�
TI1E ADDARIO RESIDENCE AT I 2 PRESTON RD W SALEM, MASSACI1USEfTS. "*�,„ q { � � � � + �* _ 80pqC�n Ooo�
TI1E ENER6Y PRODUCED BYTFIE PV SYSTEM St1ALL BE INTERCONNECTED WITti TF1E �' '°""°'' '� �.y��^„���,�+r ow-'r� "� � � � ,� t, ""�"`� "� ' " aQqvC'�r'�{i'pqq0�
UTIL�TY GRID Tf1ROUGt1 TI1E EXISTING ELECTRICAL EQUIPMENT AT TF1E MAIN SERVICE �` �`* " + �;` r ' F = • ;"' '°"^ t
PANEL. NO BATTERIES. � °�� ,�� �'�"�V�,� ,�'�� � �� � i� T� p SCI�ISOLI�R
Po ,y� � � aw �!� � R� # .,,.� ��� {- � �:� REVISIONS
� "` •e� �}6 "t � p�,� � � ,��""T+r r i �a.p •d" ,�� ` "� � +� �ESrRIFTION DATc REV
ShEET INDEX �"' ° �.�` ,.,� x � °°'�¢'�' �_��"` �i •'' ' ��,�M ���'-"`���,.,�:`:�,� �$ � o���N� ��za�z��4 A
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TI .O COVER � '.'+F,,„�+�`'° a ,:� � t a:_ r,Je��;t{ ' � R �..+" �,«,., � a.€ ,e°*a'� '�a
d�
AI .O SITE PLAN � PV fAYOUT �t ��X �� �"°� ��s�a� o"�� � �" �' �r� � ��� � �a'�� r
A2.0 MOUNTING � RACKING METFIOD ;��," pa` ""` � ,`�`a � ��� ;""""""b � ^�
E t .0 ELECTRIGAL DIAGRAM ���' ,�"�"""' ;;, '` � �`°� �i,;`4�� ,,i.»N�;�y "� �s�«��
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GOVERNING CODES �� �,�� � f =; �,„ r �� � _ ,-' �'' .r��'�,.. ��. `"'
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2014 NATIONAL ELECTRICAL CODE �` � ' � " `°'�" �p�'`� # r �i. ��* �� e
780 CMR, 8th EDITION � t« r * ..�„Ca' ��' � "°� ' "� """ ' 'A.�''k'�" �`� a �" �a, ,,r � $'� '�. Contractor:
UNDERWRITERS IABORATOR�ES (UL) STANDARDS a`� s t����wT �.� � � � �`"'� � �� ¢' �� V , '` �+ "�� ` � ��� �� y
OSF1A 29 GFR I 910.269 �° � � �� � � ��4= � s` �"'"°`� e
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SITE SPEGFICATIONS � "� � ��' �� � "*-,�� � �4��`'
�s. ^'� : '�. ,��� 8.,`�4,«;. ; '�. �'.`s ,r�'`�+'" ,
OCCUPANCv: II - SINGLE FAMILY DWELLING '" ��° '' k4 •„w g�,�*�, `�� � ; � t�� #�� H��9a �.'�4` RGS ENEi\GY
DESIGN WIND SPEED: I00 MPI1 4 � �` � �`° '" '^+�"w. '* �. ,;' , � � ,� �' 4
EXPOSURE CATEGORY: B VIGNIiY MAP � 833 W 50. BOULDER RD.
GROUND SNOW LOAD: 40 PSF
i PROJECT LOCATION LOUISVILLE, CO 80027
P 714 9194171
� www.RGSEnergy.com
�.� �, $J+ Y' �..� �
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�� � ' �
� "'��` � � � Pro�ect:
� �. ADDARIO RESIDENCE
. � I 2 PRESTON RD
�� �� SALEM, MA O I 970 .
�.
� .} t�", ,�"''"�, - UNIQUE J06 ID: I O 134706
- • . �i� � f �4 I� � . N..
� x�_ SheetTitle:
.
''� ' COVER
,
� ��i ,�
� �� �' � � � heet Number:
.�p f� � � i � .
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'`5.. aP._:.
i�� � I' ! �� Sheet 5¢e: �
, � � � '' �� �I� "�,� � ANSI B — 17" x I I "
Yi
s�: `
� � ., I� �- .,� Engmeermg Approval: .
^�� �.. . � IF _ �y `.. _—
y , f *
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AERIAL MAP �� .
a
. OESIGN AND DRAFTING 8Y:
CONSTRUCTION SUMMARY CONSTRUCTION NOTES ivnN Riveru �
I .) (22) CANADIAN SO�AR CS6P-250P BLACK-PRAME PV MODULES, TOTAL 5.50 kWstc. I .) ALL EQUIPMENT St1ALL BE INSTALLED IN ACCORDANCE WITI1 TI1E MANUFACTURER'S WSTALLATION INSTRUCTIONS. �oe oepaeoe�
2.) (22) ENPIIASE M2I 5-SO-240-52x-IG MICROINVERTERS, TOTAL: 4.73 kW AC. 2.) ALL OUTDOOR EQUIPMENT SVIALL BE IZAINTIGFiT WITti MINIMUM NEMA-3R 12ATIN6. � DOo�c'i�CaaOoda
3.) (63) ATTACf1MENT POINTS Q 32" O.C. MAX. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. Q4�Q���p��'F!�
4.) ROOF AREA: I 240 SQ. Ff. SC�ISOL��
ARRAY AREA: 382 SQ. Ff.
ARRAY COVERAGE: 31 % . REVISIONS
' - - � DESr,e�pTION DATE REV
� ORICINAL 7/za/2014 A
2
UTILITY M ER I 30°
MAIN SERVIC PANEL (IN BASEMENT) Contractor:
PV MEfER QN ASEMENT)
3/4" EMT
PV LOAD CEN ER (IN BASEMENT)
EQ 356.2 in 32.00 m EQ
6.50 in -n,P
. RGS ENERGY
� 833 W 50. 80ULDER RD.
0 0 0 0 0 0 0 0 0 o JUNCTION X LOUISVILLE, CO 80027
PV MODUL P 714 91 5 41 71
0 0 0 0 0 0 0 0 o www.RGSEnergy.com
ATTACh1ME T POINT
0 0 0 0 0 0 � o 0 0 �
I 95.50 in
0 0. o 0 0 0 0 0 o Pro�ect:
ADDARIO RESIDENCE
0 0 0 34°jPITChi o o a I 2 PRESTON RD
SALEM, MA O�970
� • ' UNIQUE JOB ID: I OI 34706
0 0 0 0
� heet Title:
SITE P-LAN
� PV LAYOUT
. � Sheet Number:
DRIVEWAY A I .0
. � Sheet Size:
ANSI B - I 7" x I I "
Engineenng Approval:
� 4 k —}� 8 ft � I 6 ft �
SCALE: I^ = 8' PRESTON RD � _�
. �E51GN AND DRAfTING BY:
STRUCTURAL CALCULATIONS • iva.N Rive� �.
TOTAL PV SYSTEM WE�GtiT = i P48.5 LBS OQe�0p4aaqes
ARRAY SQUARE AREA = 381 .36 SQ FT Opaeoena0e►e�
ARRAY DEAD TOTAL PV SYSTEM WEIGtiT �Q���A������
LOAD ARRAY SQUARE AREA 3.0I LBS/SQ FT SCI�ISOLAI�
ARRAY POINT TOTAL PV SYSTEM WEIGtiT � REVISIONS
LOAD # OF ATTAGIIMENT PTS I 8.23 LBS 4.50 in
�oescw�rioN oare aev
ORI61N.4L �/2a/2014 A
O�
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GOM��g����N G. � ,
C�PF���� @ \ 6 0
Contractor:
ZX � �
COMPOSITION ROOF
� PV MODULE RGS ENERGY
� 833 W 50. 60ULDER RD.
LOUISVILLE, CO 80027
' P7149194i71
GROUND WEEB � www.RGSEnergy.com
MODULE CLAMP PLYWOOD
MOUNTING METFiOD �� UNIRAC Sh1EATl'IING
SCnLe: i" = a^ � SOLARMOUNT RAIL
� 4 m ��-� 8 in --I-- 16 in --{ ' �� UNIRAC L FOOT Pro�ect:
ADDARIO RESIDENCE
� I 2 PRESTON RD �
� . . SALEM, MA O I 970
� ECO-CP-SQ �� - UNIGUE JOB ID: I0134?06 �
COMPRESSION heet Tit�e:
ECOFASTEN GF- I BRACKET MOUNTING �
FlA5111NG RACKIN6 METhOD
�5/I 6" x 4" SS LAG SCREW 5heet Number:
MIN 2-I/2° ThiREAD PENETRATION A2.0
SEALED W/ CIIEMLINK M I (OR EQUW.)
fZAFTER Sheet Size:
AN51 B - I 7" x I I "
' Engineenng Approval:
MOUNTING DETAIL �� �
SCALE: I" = 4"
f- 2m +- 4m �- 8m --=� �