11 SALT WALL LN - BUILDING INSPECTION (2) ;_
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\� � The Commonwealth of Massachusetts ����L SEPV�C $
� Board of Buildin�Regulations and Standards CITY OF
�� Massachusetts State Building Code, 780 CMR � IUI4 S ��t���M�p/�
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 A lied:
✓1ie�c.�� �-�w /0 1
Building Official(Print Name) Signature Da e .
SECTION 1:SITE INFORMATION
Ll Property Address: 1.2 Assessors Map&Parcel Numbers
11 Salt Wall Lane 28 � 0021
l.l a Is this an accepted s[reet?yes X no Map Number Parcel Number
1.3 Zoning Information: 1.4 Proper[y Dimensions: �
� R1 � " residence-no change
Zoning District Proposed Use Lot Area(sq ft) Frontage(R) � , '
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.G c.4Q§54) 1.7 Flood Zone Intormation: 1.8 Sewage Disposal System: , I
Public❑ Private❑ Zone: _ Outside Flood Zonc? Municipal O On site disposal system ❑
� � Checkifyes0 i
SECTION 2: PROPERTY OWNERSHIP� '
2.1 Owoer of Record: �
Christine Lutts 8 Richard Girard Salem, MA 01970
� Name(Prinl) City,Sta[e,ZIP
11 Salt Wall Lane g7g_590-4403 airmangirerd@mac.com .
No.and Strect � Telcphone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK=(check all that apply)
New Construction❑ Existing Building❑ Owner-Ocwpied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units O[her [J Specify: solar
Brief Description of Proposed WorkZ: Installation of a 7.15kW roof mounted solar array using 26 SolarWorld
SW275 Mono modules,26 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work.
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs
Labor and Materials Oflicial Use Only
1.Building $ 6,000 1. Building Petmit Fee: $ lndicate how�fee is determined:
2.Electrical � $ 26,000 �Standard�CitylCown Application Fee
❑Total Project Cos�(Item 6)x multiplier x
3. Plumbing $ � 2. O[her Fees: $ ^^�., �
4.Mechanical (HVAC) $ List: (')�(j�—�
5.Mechanical (Fire $ �
Su ression Total All Fees: $
6.Total Project Cost: $ 32,000 Check No. Check Amount: Cash Amount
❑Paid in Full ❑Outstanding Balaoce Due:
SErvT -�o (� C�S I O � �,
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 102054
� 10/6/16 � �,
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.)
City/To�yn,�a�,ZIP R Restricted I&2 Famii Dweilin
�� 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 Regis[ered Home Improvement Contractor(HIC) 162709
� Alteris Renewables dba RGS Energy 4/6/15
HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
32 Taugwonk Spur,Al2 - - kimberly.hendel@rgsenergy.com
No,and Street � Email address
Stonington,LT 06378 860-5353370
Ci /Town,�Sta[e,ZIP Tele hone
SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed a��d submitted with this application. Failure to provide
this affidavit will resuit in the denial of the Issuance of the building permit.
Signed Affidavi[Attached? Yes .......... C� No........... ❑ -
SECTION 7a:OWNER AUTHORIZAT(ON TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of[he subject properiy;hereby authorize Alteris Renewables dba RGS Enerqy
ro act on my beha(f,in all matters rela[ive to work authorized by Ihis buildi�g pertnit application.
see signed authorization form attached �s�
Print Owner's Name(Electronic Signature) Date -
SECTION 7b:OWNER�OR AUTHORIZED AGENT DECLARATION
By entering my name below,l hereby attest under the pains and penalties of petjury that all of the inforniation
containe in th, is applicatfon is true and acwrate to the best of my knowledge and understanding.
LPA'1,�rM�� ` 1y/
. Print Owner's or Authorized Agen�'s Name(Electronic Signxture) Date
NOTES:
1. An Owoer who obtains a building permit to do his/her own work,or an owner who hires an unregistered contrac[or
(no[registered in[he Home Improvement Contractor(HIC)I'rogram),will not have access to the arbitra[ion
program or guaranty fund under M.G.L.c. 142A.O[her important informa[ion on the HIC Program can be found at
www.mass. ovp /oca Information on the Cons[ruction Supervisor License can be found at www.mass.eov/dps
2. When substantial work is planned,provide the infomiation below:
Total floor area(sq.ft.) (inetuding garage,finished basement/at[ics,decks or porch)
Gross living area(sq. ft.) , Habitable room coun[ -
Number of fireplaces Number of bedrooms
Number of bathrooms Number of halfPoaths
Type of heating system � Number of decks/porches . -
Type of cooling system Enclosed Open �
3. "Total Projec[Square Footage"may be substitu[ed for"Total Project CosP'
:;,+��� RGS I EfVERGY
�,, Clean Powea BrigAt Sevings.
Property Owner Consent Form �
owner: R�Z�,�-,-� G+`rArd
Address t I Sa(� I,✓aN (�c,n�
Town: sc��er�
State: M �a
Zip: �� `� 7�
Phone: �f�J S `10 � 4�� 3
I hereby give permission to RGS Energy and their �
representatives to pull the required permits for a solar
installation on my property.
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. ��
Property Owner Date
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MICNAEL ROTONDO - --^•�•—
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.acoRv� CERTIFICATE OF LIABI�ITY INSURANCE °"'�,M"'°°""'�",
L� i iv2o i 5 12/30/2013
THIS CERTIFICATE IS ISSUED AS A MA7TER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S�, AUTHORI2ED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ,
IMPORTANT: It the certiflwte holder is an ADDITIONA�INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditiona of the policy,certain policies may require an endorsement. A statement on this ceRificate dces not confer rights to the
eertifieate holdar In lieu of such endorsement s�. �
PRWUCER Lockton Companies,LLC Demer NAMEqCT �
8110 E.Union Avenue VHONE . ,
Suite 700 ac No:
E MAIL
Demer CO 80237 ADDRESS:
(303)414-6000 INSURER S AFFORDING COVERAGE NAIL p
' INSURERA:FI[StS ecial InsuranceCo oration 34916
. INBURED p�terisRenewables,I11F � �NSURERB:
1344665 dba Reul Goods Solar wsureea c: In tan 12203
dba RGS Energy iNsurten o:Starr Indemni &Liabili Com an 38318
32 Taugwonk Spuq Unit Al2 � �
Stonington,CT 06378 �NSURER E: '
� INSURERF:
COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LIS7ED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTAND�NG ANY RE�UIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAV PER7AIN, THE INSURANCE AFFORDED BY THE POLIGES DESCRIBED HEREIN IS SUeJECT TO ALL THE 7ERM5, '
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY�HAVE BEEN REDUCED BY PAID CUIIMS.
�LTR TYVEOFINSURANCE �� SUBR � pOLICYNIINBER MMNOYEFF M�pYEXP LIMRS
A GENERalunelun N N IRG200O52$OI 1/1/2OI4 1/1/2015 C CE
X MMERCIAL GENE ILITY DAMAGE TO RENTED
PREMISES(Ee occurrence) 3 SO OOO
CWMSMAOE } OCCUR ME�E%P An ona rson $ }{J (J(
PERSONAL&AOVINJURV S I�OOO�OOO
- GENERAIAGGREGATE $ Q OO �
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g AUTOMOBILELUIBILITY - N N BAP5852403 VI/2014 1/1@015 I
. (Ea accident) $ Q�� -
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X AUTOS�EO AUTOSULED BOOILVINJURV Peramitlenl $ {}{]
X HIREDAlJrQS X pON SWNED • PROPERTYDFMAGE $ XX�i•XXXX
$ �{XX�{XXX
C X UMBREIuuae X OCCUR N N 000557241 1/U2014 1/V2015 eACHOCCURftENCE S IOOOOOOO
D J( E%CESSLIAB CtAiMsmnoe 1Q00020609 � 1/I/2014 1/1R015 qGGREGATE $
DED REfENTION$ $ �
� B WORKQtSCOMVEN5Al10N N CSTA - TH-
ANUEMPLOYERSLIABILITY Y/N WC5852405 1/1/2014 1/�/Z��S X TORYLIMIT ER
ANYPROPRIEfOPoPARTNEfUEXECUi1VE E.LEACHACCIDENT $
OFFICEWMEMBEREXC�U�EDI � NIA O
(MenGatorylnNH) . � � E.LDISEASE�EAEMPLOVEE $ � OOOOOO
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DESCRIPTIONOFOPERAT10NSbelow E.LDISEASE-POLICVLIMIT S OO
OESLRIPl10N Oi OPERATIONS/LOCATIONS I VEHIGLES(Atleeh ACORD 101,Atlditionei RemaAe Schetlule,if more spaee ie reQulretl)
CERTIFICATE HOLDER � CANCELLATION
� SHOULD ANY OF THE ABOVE OESCRIBED POLICIES BE CANCELLED BEFORE
� THE E%PIRATION DATE THEREOF, NOTICE WILL BE OELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
12688213 RUTHORIgD REPRESENTATIVE
For Evidence Only
ar/e /rl. � ��l
ACORD 25(2010I05) The ACORD name end logo ere reglstereC ma�kc of AGORD �1 88-2010 ACORD CORP TION.All rights reserved
� The Commonwealth ofMassachusetts
Department of Industrial Accidents
Offue oflnvestigatio�s
� 600 Washington Street
Boston,MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Leaiblv
Name(B�s��essiorganizac�o�/[�d���duap: Altens Renewables Inc. dba RGS Enerqy
Address: 32 Taugwonk Spur Unit A-12
City/State/Zip: Stonington. CT 06378 Phone#: (860)535-3370
Are you an employer?Check the appropriate box: Type of project(required):
7.0 I am a employer with 120 4. ❑ I am a gcnaral contractor and I 6. ❑New construction '
. employees(full and/or part-time).* have hired the sub-contractors
. 2.Q I am a sole proprictor or par[ner- listed on the attached sheet:# �• ❑Remodeling '
ship and have no employees Thcse sub-con[ractors have - 8. ❑Demolition �
. working for me in any capacity. workers' comp. insurance. 9. �Building addition
[No workcrs'comp. insurance 5. ❑ We are a corporation and its �
required.] officers have exercised their �0.0 Electrical repairs or additions
- 3.Q I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions I
mysel£ [No workers'comp. c. 152,§1(4),and we have no 12.❑ Roof repairs �
insurance required.] t employees. [No workers' 13.0 Other solar panels
comp. insurance required.]
zAny applicanl that chceks box#I must also fill out[hc scction bclow showing Ihcir workcrs'compcnsation policy infonnation.
t Homwwncrs who submit this a�davi[indicating thcy arc doing all work and[hen hirc oulsidc contractors must submit a ncw affidavi[indicating such. �
IContractors[hat chcck this box mus[atlachcd an additional shwt showing thc namc of[hc sub-contractors and[hcir workas'comp.policy information.
_ /am an emp[oyer that is providing workers'compensation insurance fo�my emp[oyees Below is[he po[icy and job site
informafion. - � . �
Insurance CompanyName: Zurich American Insurance Co.
Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015
Job Site Address: 11 Salt Wall Lane 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 secure coverage as required under Section 25A of MGL c. I52 can lead ro 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 s[atement may be forwarded to the Office of
� Investigations of the DIA for insurance coverage verifieation. � .
I do hereby cerk und r the pains and penalties of perjury that[he informa6on provided abave is true and conecG �
SiQnature: � � Date� ������ .
Phone#: (860) 535-3370
Officia!use only..Do not write iw this area,to be comple[ed by cily or town o�ciaL
City or Town: Permit/Licensc#
Issuing Authority(circle onc): � �
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing inspector
6.Other
Contact Person: Phone#:
f
August 5, 2014
To: Code Enforcement Division
From: James A. Marx, Jr. P.E.
Re: Engineer Statement for Girard Residence, 11 Salt Wall Ln., Salem, MA
- Solar Roof Mount Installation �
I have verified the adequacy and structural integrity of the existing Main Roof 1 (one
layer shingles): 2"x 8" rafters at 16" o-c, having roof slope distance approx. 1T-9" with
rafter span 15'-0" and pitch 38 deg.; Garage Roof 2 (one layer shingles): 2" x 4" wood
truss rafters at 24" o-c, having roof slope distance approx. 16'-1" and pitch 38 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 vertical Unirac Solarmount rails will be
anchored to the rafters with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ
Bracket located on the center of the rafters and will be securely fastened to the rafters at
48" sp. with 5/16"x 4" SS lag bolts. The mountinb system has been designed for wind
speed criteria of 100 mph Exp. C and ground snow criteria of 40 ps£ All attachments are
staggered amongst framing members.
The Photovoltaic system and the mounting assemblies will comply with the applicable
i 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, �r��F Mnss
P�' �C
� �d�MESAM�R%,1{7.y�i� .
� N
� CNII_
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U Np_1G'1G�
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James A. Marx, Jr. �o �'�c,�s1c��"c,
Professional Engineer FFSs�oNn��� �/� �y
MA 36365 �°'�a�Qa
10 High Mountain Road
Ringwood, NJ 07456
cc: RGS Energy
i
August 5, 2014
To: Code Enforcement Division
From: James A. Marx, Jr. P.E.
Re: Engineer Statement for Girard Residence, 11 Salt Wall Ln., Salem, MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the existing Main Roof 1 (one
layer shingles): 2" x 8" rafters at 16" o-c, having roof slope distance approx. 17'-9" with
rafter span 15'-0" and pitch 38 deg.; Garage Roo1'2 (one layer shingles): 2"x 4" wood
truss rafters at 24"o-c, having roof slope distance approx. 16'-1" and pitch 38 deg.; for I
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 vertical Unirac Solarmount rails will be
anchored to the rafters with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ
Bracket located on the center of the rafters and will be securely fastened to the rafters at
48" sp. with 5/16"x 4" SS lag bolts. The mounting system has been designed for wind
speed criteria of 100 mph Exp. C and ground snow criteria of 40 psf. All attachments are
staggered amongst framing members.
The Photovoltaic system and the mounting assemblies will comply with the applicable
sections of the Residential Code and loading requirements of roof-mounted collectors.
Thereby, l endorse the solar panel installation and certify this design to be structurally
adequate.
Sincerely,
.e°���En�rfr oF,��
u° ��M�s� �o
James A. Marx Jr. � � M^�k�R �
> i�� vi
Professional Engineer `T �NO 'oae,,; `"
MA 36365 J1��\Teaeo
� , : ,�
��N�L ENrR�E�Q g/s/f
]0 High Mountain Road �Pp
Ringwood, NJ 07456
cc:RGS Energy
1
(
fOR CONSTRUGTION • . • �o,�IB�
Grid-Tied P��ot�ovoltaic System RGs
DC Ra�ir�g: '. 15 kW ENERGY
' ^'�r�' olC��r� . ClaxnPow=r.engntSavin�s.
t9 f\
11 Salt WBVI Lane 3sco�ggWo�kcroa3�sz
Sa�enn, hIIA O�97O Phone(860)5353370
� fax(413)683-2225
Jurisdicti�on: City of Salem GRID-TIED
PHOTOVOLTAIC SYSTEM
Sheet List
• 7.15kW DC @ STC
SCOp@ Of WOI'IC: GBIl21'8I NOt@S: Sheet No. Sheet Title • GIRARD, RICHARD
RGS Energy shall install a 7.15 kW Grid-tied Photovoltaic("PV") System 1. System follows anylall Fire�Code Setbacks per Ordinances of the City PV-000 COVER 11 SALT WALL LANE
totaling (26) Solarworld Plus SW 275 Mono Black Modules with(26) Enphase Of Salem. SALEM, MA 01970
Energy M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be Flush 2. All projects will camply with the�rrTinances of the City of Salem. PV-A01 S�TE PLAN Project# 10130482
mounted on the asphatUcomp. shingle roof and interconnected via load side 3. Construction Hours: 7arn-8p�n NOcrnday-Fnday, 9am-Spm Saturday, PV-A02 MODULE LAYOUT oEs,�NEq, KML
breaker connection. No time on Sunday or legal Hofdays.
4. Product Data SheeGs shall be imcluded. PV-A03 DETAILS R�„�a, CR
EQUIp(T1211t Sp2CIfIC8tIO11S: 5. Rooftop penetrations shall be oompleted and sealed per code by a pV-A04 MATERIALS �Rs�o��rE 2014-0&03
Module: (26) Solarv✓orld Plus SW 275 Mono Black licensed contractor. '
Inverter 1: (26) Enphase Energy M250-60-2LL-S22 . 6. All Photovoltaic madules slha&I�be tested and listed by a recognized PV-E01 ELECTRICAL DIAGRAM REVISIONS
laboratory.
Racking: UniRac SolarMount PV-E02 SYSTEM CALCS # gY Date Notes
Attachment Flashin Eco-Fasten Green-Fasten with 7. Certifications shall in�clude�DL97+D3,IEC61646, IEC61730.
9 8. A continuous gro�r�d shal9 be prmvided for the Array and for al� PV-G01 SIGNAGE � KM� snno,a Remo�e„M�ewes
CP-SQ-Slotted Bracket and Aluminum Flashing
Photovoltaic Equipmer�. z
9. DC Wiring shall be run in rrsetal conduit or raceways within enclosed ,,,, ja ,,,.�w ,� , 3
ROOf Sp@CIfiCBtIOt1S: spaces in a building. • M.'��`""�'� `'^a�9���� �_�,,r� �`+'K�""` 'k z �`�'
Roof 1: Roof 2: 10. Conduit,Wire sys4erms and 92aceways shall be located as close as ` � �`":,��` ., � � �'•,�, a'�+.�, � a
q AsphalUComp. Shingle AsphalUComp. Shingle ��;,>� �''-. � � ' >.� s
possible to ridges, P�ips,a�d autsode walls. ,.,...�- s.. e •
(Single Layer) (Single Layer) -� _ �,'� s w,d g� o
m ,�,,.
3 11. Conduit between S�ub I#rrays and to DC Combiners/Disconnects shall ,� "'y� ,py ?:,
2"x 8" Rafters @ 16" 2'x 4"Wood Truss use guidelines thart nnonim�ize lhe tatal amount of conduit by taking the 'i �s r� � y "� �� �+�,, �
m .,.
O.C. @ 24"O.C. E a P'� 's,,,.
shortest path. a ,� , �'°��
Pitch: 38° � Azimuth: 140° Pitch. 38° � Azimuth: 230° 12. S pace Re quiremer�Csiorelectrical e qui pment shall com pl y with NEC ,x �` � , ` �
Arra Size: 12 Modules Arra Size: 14 Modules r = � + #� � �
y y Article '110. � $� ✓' a
13. Eqwpment grounding slaal0 be sized in accordance with Table .� + ^ � r � �� � �'� '
v Site Specifications: zso.�zz a� y `�w" s' '' , +a a,� �� � �
` Occupancy: 11 - Single Fami�y Dwelling �,'J' +�� * ��.„'��'>,°� ��`„�.w� �f
1 4. C o n n e c t o r s t h a t a re n o t r e a drt y a c c e s si b l e a n d t h a t a r e u s e d i n t h e � . `�.,, ,�
o Design Wind Speed: '100 MPH j +�e Y'"•✓'+°' q�,�' '+, � ,r`` . �.,,� �e i-
circuits operating at or over 30V r�,C or DC shall require a tool for ; � � ��,,.� � ,,: F,� ���"' .+
x Exposure Category: C opening and are requaiced to Ibe rmarked "Do not disconnect under =,. �a }�°°�,a• "�,�`+�4 � {�I '� � ',� 'w'�
o Mean Roof Height 20 ft load"or"Not for curreM interry tim ", er 690.33 c & e . r '`'^ '�""s�''� ,,d' 0 ,< �$ � .s�`'>.��? ' ��'' '
m Ground Snow Load: 40 PSF (Reducible) 15. All signage to be plac�ed un acoorrtiance with local build ng code. r p���p�,,,�.a' �4,s�, '�`,�'�} � � `�o,,, � 4,sd �+
a Adj. Roof Snow Load: 30.3 PSF � ,���,,1, Y, ��'� 'w4 !`, �
16. Signs or Directories slhall�be attached to the electrical equipment or ,� � a +�,. ,,;r '�� a' �-§'y� r✓�' �y i
m located adjacent to the identified eq�uipment. � "�+4,�, .'��,�, "- w, ��,�, ° �y ���°;b�
LL A�� WOf k t0 b2 If1 COlilp�1811C2 Wl t h: 17. Signs should be of sufficientdnarabili4y to withstand the environment. � " � � ''� •
Q2014 National Electncal Code(NEC) . 18. Any plaques shall be rtoetai or plastic witFi engraved or machine _ •
2009 International Residential Code(IRC) � �
, printed letters, or eCectro-p9aming,in a red background with white
2009 International Bui�ding Code(IBC) lettering, a minimurci of 318" heigM and all capital letters. "
2012 International Fire Code QFC)
2012 Uniform Mechanical Code(UMC) '
2012 Unifortn Plumbing Code (UPC) �.*�
^ MA 780 CMR, Sth Edition �'�"�`
� -including 2/4/11 revisions to Tabtes R3012(4) &R3012(5) _ ": �
�,- �; �-
ASCE/ANSI 7-OS Minimum Design Loads for Buildings and Other - _ ' �-'
SVuctures �"��' � N/A
As amended and adopted by City of Salem 'y- � ` •
��..
�. N'�
r � COVER
V'�d ����� �- ,
j w "
�.- �� � ._� - PV-000
�.� 4 'b' '. Y
FOR GqNSTRUGTION ' • � � . ��.\ ``,b/�'
� � �
`�� -�� � '� `\�� ' RGS
: �� `.
;' `� �� � �`. � ENERGY
. ; �\\ Qeon Pouer.en9n[`��+nys.
' � ���-- I — .``� (E) Property Une 32 iaugwonk spur,au
� �' . T� ____l � � Phone(860�535-3370
�. '�` Fax(413)683-2225
� � �' `\� PHOTOVOL�TAIC SYSTEM
/� � `�
� � � � � \ + �� 7.15kW DC�STC
� � ��. � GIRARD, RICHARD
��' ' 1 SALEM MAL01970E
/ ' �i (E) Sing�e Family Dwelling �� Project# �0130482
� (N) PV Affey 1: �� oEsi�NER: KML
�' B ack IM dullesw/Enshase E eono aE,,,�q, CR
% P 9Y
�� M250-60-2LL-S22 Irnerters Rail �Rs�o��*� 2014-09-03
�' Mounted Below /I . REVISIONS
' � � �'!/�J/( ��' \ # BY Date Notes
� ` � �t`�<��, 1 KML 9I32014 RemovellMaGules
�\` e �/ 2
.`` y // 3
• (���/1�1(If'a',y�i',: . . �\. 4
� 14 Solarworld Wus S9PW275
i
$ Mono Black Modules wlEryphase � 5
3 Energy M25�D�-2L.L-S�2 j'
Inverters RaGI IM1�ovm�ed�elaw ��
♦ /
� ���� � A I
� / .
,'�` � � � (N)EMT Conduit-On ��
r •` �� ��, Roaf inta Attic to j
Basement �
$ �- � Utifity Equipment on E�cterior Wall:
o �� (E) Utility Meter
� 1 (N)AC 60A Disconnect- "Rapid Shutdown"
D �
'� � PV Equipment on Exterior Wa1L
m �'� (E) Driveway (N) PV AC Combiner Panel
" Equipment Specifications: �.` (N) Enphase RGMeter
Q � (E) Main Service Panel
Module: (26) Solarworid Plus SW 275 Mono Black . \
Inverter 1: (26) Enphase Energy M250-60-2LL-522 '� � (N)AC 60A Fused Disconnect
Racking: UniRac SolarMount �•� �
Attachment Flashing: Eco-Fasten Green-Fasten with \ j
o CP-SQ-Siotted Bracket and Aluminum Flashing � �� ��
e Roof Specifications: ��� ;�
Roof 1: • Roof 2: '� �
AsphalVComp. Shingle AsphalUComp. Shingle �.` � � \ � 1/16"= 1'-0"
(Single Layer) (Single Layer) �
2"x 8" Rafters @ 16" 2"x 4"Wood Truss '� j _ �
o.c. @ 2a°o.c. �.` �' �� x SITE PLAN
Pitch: 38° � Azimuth: 140° Pitch: 38° � Azimuth: 230° , � j
Array Size: '12 Modules Arcay Size: 14 Modules �` j� �p.V�� w E
�` PV-A01
NOTE: A�L EXTERIOR CONDUIT ON ROOF AND INTO ATTIC TO BAS�AENT �\ ,�9Q'�
FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATIpN � 1
s
FOR�CONSTRUCTION pV ARRAY 7 -MECHANICAL LOADS PV ARRAY 2-MECHANICAL LOADS ����/�o
Arcay Area: 2yz,� ft' Total Photovoltaic Dead Load: 3.32 psf Array Area: 259.1 ft' Total Photovoltaic Dead Load: 3.14 psf �/�v�a�
Array Weight: 738.0 Ibs Avg. Dead Load perAnchoc p6.41bs Array Weight: g�3J Ibs Avg. Dead Load perAnchor. pg.1 Ibs RGS
Anchor Qty.: Zg A��ho�aty.: 28 . � E N E RGY
� Glean Powsc 3n9��:�'n'Ajs.
esign Values by Roof Zone: Comer Egde Interior Design Values by Roof 2one: Comer Egde interior ��
� Max.UniRac Rail Span: 60 in.O.C. 60 in.O.C. 60 in. O.C. Max. UniRac Rail S an: 32 7augwonk 5pur,A1z
P 60 in. O.C. 601n. O.C. 60 in.O.C. Stonginton,Cf 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. vhone(860)535-33�0
......................... .......................... .........................
Atl�usted Anchor S an: � ................................................... .........................
1 P 48 in.0.0. 48 in. O.C. 48 in.O.C. . Adjusted Anchor Span: q8 in. 0.0. 48 in.�O.C. 48 in. O.C. Fax(a13)6a3-2225
......................... .......................... ......................... ......................... ...................................................
Downforce Point Load: 340:5 Ibs 340;5 Ibs 340.5 Ibs Downforce Point Load: 328.1 Ibs 328.1 Ibs 328.1 Ibs �GRID-TIED
. . .. . . . .. .... ...
� U lift Point Load: _ ' " ' ' ""'
P 227 6 1bs -227.61bs -183.6 1bs Uplift Point Load: _2�3.3 16s � -213.31bs -�172.0 Ibs PHOTOVOLTAIC SYSTEM
. Minimum Anchor Strength: 707 Ibs Minimum Anchor Strength: 707 Ibs 7.15kW DC STC
Average Safety Factor: � 3.53 Average Safety Factor: g�� �
GIRARD, RICHARD
(N) PV Array 2: (N) PV Array 1: 1� SALT WALL LANE
14 Solarworld Plus SW 275 Mono Black Modules w/Enphase 12 Solarv✓orld Plus SW 275 Mono Black Modulesw/Enphase ' ' SALEM, MA 01970
Energy M250-60-2LL-S22 Inverters Rail Mounted Below Energy M250-60-2LL-S22 Inverters Rail Mounted Below Project# 10130482
(E) Chimney oes���ER: KML
� � CR
. — 26'-10" 2�_4�� 1' R���R
� 20'-1" � �Eas�o�oA,E. 20'14-09-03
23'-6"
1 �� . REVISIONS
� "� # BY Date Notes
I � t KML 9i32014 Remove 11 ModNes
. 2
11�_��� 11�_���
3
16�_��� ���_y�� a
� 5
s
N
O
4' 5'-8"
$ (E)Vents (TYP)
�
� 2 South West Roof $ � 1 South East Roof � �
m
d Scale: 1/8"=1'-0" Scale: 1/8"=1'-0"
m a 5 S � , '
LL , �
y
2 '
a
UniRac SolarMount Mounting Notes .
• Totat Quan6ry of Attachments=56 ,
� • Roof Zones are defined by dimension, a= 3.0 ft. '
^ • Maximum Allowable Cantilever for UniRac Rail is y3 the Maximum Rail Span
' • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and
Aluminum Flashing attached with 5/16"x 3-1/2" Lag Bolt, Hez Head, 18-8 SSs
• All Dimensions shown are to module edges, including 'I in. Spacing between Modules required when using the � 1/S"= 1'-0"
Top Clamp Method.
Equipment Specifications: Roof Specifications:
. The SolarMount Rails will extend 2-1/2 in. be ond the Module Ed e in order to su ort the End Clam s. Module: (26)Solarworld Plus SW 275 Mono Black Roof 7: Roof 2:
Y 9 PP p Inverter 1: (26) Enphase Energy M250-60-2LL-S22 As halVCom Shin le MODULE LAYOUT
• UniRac requires one thermal expansion gap(6 in.)for continuous sections of rail greater than 40' in length P P 9 AsphalUComp. Shingle
• Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub Racking: UniRac SolarMount (Single Layer) (Single Layer)
Attachment Flashing: Eco-Fasten Green-Fasten with 2"x 8" Rafters @ '16" 2"x 4"Wood Truss
1106161cc, June 2011 CP-SQ-Slotted Bracket and Aluminum Flashing O.C. @ 24"O.C.
• Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary .
depending on field conditions. All attachments are staggered amongst the framing members. Pitch: 38° � Azimuth: 140° Pitch: 38° � Azimuth: 230� PV-A02
" Array Size: 12 Modules Array Size: 14 Modules
FOR CONSTRUGTION � � � Ground WEEB& �`1e%
� Module Clamp sP/e�a�
Unirac Solarmount RGS
5M g\a�K � Ra��W��-root ENERGY
o�o
P��S S�2� Sh��g�e G en-Fasten With CP-SQ-Slotted 3z rauogwonk spur,�niz
� a\�Gomp G Module(TYP.) —_,. � Bracket And Aluminum Flashing phone'(860)35 3370
p,sph @�g"�' Rookop � 5/16'k 3.5"S.S. Lag Bok Fax(ai3)683-2z25
RaKe�s w/2.5" Minimum Penetra6on
Z X$ p G� Sealed w/Approved Sealant PHOTOVOLDTAIC SYSTEM
e�s�1fi
Xa,Fta� 7.15kW DC�STC
2 GIRARD, RICHARD
11 SALT WALL LANE
SALEM, MA 01970
� � Attachment Profile � Attachment Detail P�o;e�t# �0,3�82
� 1 Scale: 3/4" = 1'-0° L Scale: 1" = 1'-0" oEs���ER KML
2�� IVI� flEVIEWER: lil\
Roof Framing PV Module Rail Overhang . , 20 M� � 2014-09-03
Rail Splice Rail Overhang `����"�'E
. � � � �REVISIONS
Roof Anchor —���j� Landscape: N/A - # By Date Notes
& Flashing Portrait: -13.0 in.
L 1 NML 9/3I20t4 Remove 11 Madules
Landscape: N/A Z
Anchors tocated � �; Portrait: -40.0 in. '
on altemate roof �, < �
� framing members
s
" " " Stagger splice locations Min ot 2 supports
� ,. ;: �� M 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 � �5
� 122 i n.
S �� 4---39.4 in.---I � - �
�
x ..:: :, .-.-�-" �
0
MouMirg
m �;J� Hotes � A
= Solarworld � WEEBLug SS Washer
LL Module Frame Ground Wre &Nut
Plus SW 275 SS Bolt
z � � 65.9 in. mono black � Unirec Rail •
< ss eon
� Nib � .
Unirac
�' 'Q UGC-'I . .
o �-•�� � SSFIat
o J B I` ��B�` ' Washer SS Bott
-I f f`
Unirac Rail
' � Distance from Module Corner . - - � �� VARIES
Minimum Maximum � Grounding Clip & Module � Grounding Lug & Rail �
Long Side,A 9.4 in. 16.5 in. / � DETAI LS
Short Side', B N/A WA Scale: N.T.S. Scale: N.T.S. �
. - '7oFaClamps'CANNOT be used on the Short
Sides ol the Modu/e � -
5 UL Approved Mounting Locations PV-AO3
N.T.S.
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�� �� GREENFASTEN"" PRODUCT GUIDE - GF-I
��, Specifications
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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
;�I.�'�. 1.1 SUMMARY B. Submit standard produd cut sheets. meet specifed pull out values as shown in load
�'�� � A. WORK INCLUDES - tert data.
C. Submit installation instructions. - �
e� .��� I. GreenFasten solar attachment bracket that D. Submit product specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed
�M f � attaches directly to the roof deck uRimate and allowable load values. � to accept EPDM bushing.
+r�! :� 2. Provide appropriate bracket and fasteners
,�� p�; for the roof system. . D. Bushing is EPDM.
1.4 QUALITYASSUR4NCE
,������, B. RELATED SECTIONS Installerto be experienced in the installation of E. Stainless steel bonded washer is 302 stainless
b,i � I.Section 07600:Flashing and Sheet MeWI specifed roofng matenal and snowguards for no less and EPDM.
�� 2.Section 07500:Rooflng than 5 years in the area of the project
r,� � - 3.Division I:Administrative and procedural 23 FINISH—Mill Finish
I �€ � requirements I.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum
�'�a!�M{;k� �� ;� :� 4.Division7:Thermal and Moisture Protection Inspect material upon delivery Notify manufadurer
� � within 24 hours of any missing or defective items.Keep B� B�e flashing (choose one)
, � mg �� i t !! ,, 1.2 SYSTEM DESCRIPTION matenal dry,covered,and off the ground until installed. I Mill Finish
+ � � �#� ���,�. v° A. COMPONENTS: .
t i, c . 2.Black-kynar painted
s �{� 8 ,� � � I. GreenFasten system consists of aluminum pqRT 2 - PRODUCT$
�r��r �, A{p � a flashing wRh integral EPDM bushing and one 3.Dark Bronze-kynar painted
` �� � � " r °3 bonded stainless steel and EPDM washer.
� t�EtF � E� � � 1.1 MANUFACTURER
y 2 Fasteners
� � EcoFasten Solar� PART 3 - EXECUTION
�'�.a S� � v�' � A.To be of inetal compatible with aluminum � �
F t r o . 289 Harrel St Morrisville,VT 05661
�,iE ' � � GreenFasten com onents. (g77) g59-3947 3.1 EXAMINA710N
,, �;4� 3���° n B.Fasteners should be seleded for
a www.ecofastensolar.com. A. Subrtrate:Inspect strudure on which bratkets
p�i °� � ,� compatibility with the roof deck. �
i.��'� are to be installed and verify that it will withstand
�� +, o $ C.Fastener strength should exceed or be equal z z_ MqTER1ALS any additionAl loading that it may incorred.Notify
"�=�- �� �y��'! �'� � to that of the allowable load of the system. A. Attachment Bracket � General Contractor of any defciencies before
��� ' � � �' � � See test data at www.ecofascensolaccom
��l v.� � P: 60005eries Aluminum (choose one) _ installing EcoFasten Solar brackets.
7 � � , � 3. Sealant(if required by roof manufadurer):
� E B. Uenfy that roof ng matenal has been ins[alled
� �`� t ''�'� E to be roof manufadurer approved. I. F-I I I
' �.i��,', +� F � 4. Aluminum attachment bracket correctly prior.to installing solar attachment brackets.
v 2 L 101-3"
����� � 3 L 102-3"
{ ° .�"� C � ' • °� B. DESIGN REQUIREMENTS: 4 CP R 3.1 INSTALIA710N
-"'�.� � I. Bracket spacing to be recommended by - 5 CP SQ A. Comply with architectural drawings and
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A HIQI GRUUF lOMP4NY
SolarMount Technical Datasheet
- Pub N0818-0td W.0 August 2011
SolarMount Module Connection Hardware.................................................................. 1 I
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..s 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 '/<"-20 ASTM F593 bolt,one Y:'-20 ASTM F594
serrated flange nut, and one'/,"flat washer
� : 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,
, a Ibs(N) Ibs(N) FS Ibs(N) m
� . I ` � ��N Tension,Y+ .1566(6967) 686(3052) 2.28 1038(4615) 0.662
� �_ Transverse,X± 112g(5019) 329(1463) 3.43 497(2213) 0.441
i.�
L...�X ' , �� Sliding,Zt 66(292) 27(119) 2,44 41 (181) 0.619
Dimensions specified in inches unless nated �
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. . . . - . . . . - - ::UNIRAC
' �NILiIfR0f1➢COMPqNY '
SolarMount Mid Clamp
Part No.302107C,302101D,302103C,302104D, .
� 302105D,302706D � i
na ° Bolt ' Mid clamp material: One of the following extruded aluminum
Mid �a e N alloys: 6005-T5, 610ST5,6061-T6 I
Clamp • Ultimate tensile:38ksi,Yield: 35 ksi
• Finish:Clear or Dark Anodized
i • 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'/,"-20
ASTM F594 serrated flange nut
Beam • Use anti-seize and tighten to 10 R-Ibs of torque
• Resistance factors and safety factors are determined according ro
paA 1 section 9 of the 2005 Aluminum Design Manual and third-
. party test results from an IAS accredited laboratory
I Applied Load Average Allowable Safety Design Resistance I
�moaraa—L.....: Direction Ultimate Load Factor, Load Factor,
eerv+eenraouEs f,.�F .�
'� Ibs(N) ibs(N) FS � Ibs(N) m
� i 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 .
SolarMount End Clamp
Part No.302001C,302002C,302002D,302003C, �
302003D,302004C,302004D,302005C,302005D,
302006C,302006D,302007D,302008C,302008D,
3o2oo9C,3ozooeo,3o2o1oC,3oz0�tC,3o2o12C • End clamp material: One of the following extruded aluminum
alloys:6005-T5, 6105-T5, 6061-T6
''i,./�"�'��olt � Ultimate tensile: 38ksi,Yield: 35 ksi
Finish: Ciear or Dark Anodized
' End clamp weight:varies based on height—0.058 Ibs(26g)
M d Clamp • Allowable and design loads are valid when components are
Serrated assembled according to authorized UNIR,4C documents
Flange Nut • Values represent[he aliowabie and design load capacily 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 detertnined 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
�--•x
i � is � Applied Load Averege Allowable Safety Design Resistance
k �""�'" � � Direction Ultimate Load Factor, Loads Factor,
,�;p„ 3 Ibs(N) Ibs(N) FS Ibs(N) m
m� Tension,Y+ 1321 (5876) 529(2352) �2.50 800(3557) 0.605
'"� Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330
�_._ �
Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555
Dimensions spedf�=in-iaches.ualessnated .
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• � � • - . • . . ::UNIRAC
N NILiI GHOOP 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,reld:35 ksi
• Finish:Clear or Dark Anodized
• L-Foot weight:varies based on height:—0.2151bs(98g) .
• Allowabte 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
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 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
—��� ariachment method �
�
xo, Applied Load Average Safety Design Resistance
�f51OT�"^ ! Direction Ultimate Allowable Load Factor, Load Factor,
�NAPONt"'� � M Ibs(N) Ibs(N) FS Ibs(N) m
� _ip� �_��' Sliding,Z± 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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• � • • . � . . ii°UNIRAC
. H HIUI GR(lUP fpMPANY
SolarMount Beams
Part No. 310132C, 310132C-6, 310168C, 310168C-B, 310168D
310208C, 310208C-6, 310240C, 310240C-B, 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 1.271
Total Cross Sectional Area in' 0.676 1.059
� - � Section Modulus(X-Axis) in' 0.353 0.898 �
� �Section Modulus(Y-Axis) in' 0.113 0.221
Moment of Inertia(X-Axis) in' 0.464 1.450 .
Moment of Inertia(Y-Axis) in' 0.044 0.267 '
Radius of Gyration(X-A�cis) in 0289 1.170 '
Radius of Gyration(Y-Axis) in 0254 0.502
�`�'�,, ,����' ���„ �`��`�` �� �?- # '�� �"
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SLOT FOR T-BOLT OR 1�28�
1 SLOT FOR T-BOLT OR
�"HDC HEAD SCREW %"HEX HEAD SCREW
2X SLOT FOR SLOT FOR
- BOTTOM CLIP 2.500 BOITOM CLIP � . I
� 3.000
1.316 �
SLOT F-0R
�"HEX BOLT SLOT FOR 1385
3�" HEX BOLT �
387�
750
1.207
�, � �, 1.875 .
� . .
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SolarMount Beam � SolarMount HD Beam
Dimensions specified in inches unless noted �
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