103 MARLBOROUGH RD - BUILDING INSPECTION (2) �3; � �I - �9�� �
. - �O �S l � ��� gz � z� s °°
�, The Commonwealth ofMassachusetts RE EIVEO
°� Board of Building Regulations and Standazds INSPECYI AL BQRWBE$
Massachusetts State Building Code,780 CMR SALEivi
Buildi�g Permit Application To Construct,Repair,Renovate Or Den���ti� ��vi�Mar�p!/
li' y
One-or Two-Family Dwelling
This Section For Official Use Only I
Building Pertnit Number. Date A lied:
I � J
� BuildingOffi ial(PrintN e i nature�J� D e
SECTION 1:SIT '�iFORMATION
1.1 Property Address: . 1.2 Assessors Map&Parcel Numbers
103 Marlborough Road pg 0008
. l.la�Is[his an accepted sheet?yes X no Map Number Parcel Number
1 J Zoning IntormaHon: 1.4 Property Dimensions:
i R1 residence-no change � � �
I Zoning District Proposed Use Lot Area(sq ft) Frontage(fl)
1.5 Building Setbacks(R) n/a
� � Front Yard Side Yards Rear Yard �
Required Provided Required .Provided Required Provided
1.6 Water Supply:(M.G.L c.4Q§54) 1.7 Flood Zone lnformation: 1.8 Sewage Disposa►System:
Public❑ Private O � . Zone: _ Outside Flood Zone? Municipal O On site disposal system ❑
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP�
2.1 Owner of Record: '"
Von Robinson ����;ci0.�Q�/ka) Salem, MA 01970
Name(Print) City,State,ZIP
103 Marlborough Road 978-767-0623 vdr09@yahoo.com
No.and Sheet Telephone Email Address�
' SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check alI that apply)
New ConsWction❑ Existing Building❑ Owneo-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ �
Demolition O .Accessory Bldg.❑ Number of Units Other I'3 Specify: solar
Brief Descrip[ion of Proposed Workz: Installation of a 7kW roof mounted solar array using 28 ReneSola
JC250M-24/Bb modules,28 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work.
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: '
Labor and Ma[erials Oflicial Use Only
1.Building $ .6,000 1• Building Permit Fee: $ Indicate how fee is determined:
2.Electrical $ 24,000 �Standard City/Town Application Fee
❑Total Project Cos�(Item 6)x multiplier x
3.Plumbing $ 2. Oiher Fees: $
4.Mechanical (HVAC) $ List
5.Mechanical (Fire $
Su ression Total All Fees:$
Check No. Check Amount: Cash Amount:
6.Total Project Cost: $ 30,000 ❑paid in Full ❑Outstanding Balance Due:
'M �t��,p 3�I 9 ( � `�
SECTION 5: CONSTRUCT[ON SERVICES
5.1 ConstrucNon Supervisor License(CSL) 102054 10/6/14 I
Michael Rotondo License Nmnber Expiration Date
Name of CSL Holder � I
61 Gellette Road List CSL Type(see below)
No.and Street Type Description
U Unrestricted Buildin s u to 35,000 cu.R.
Fairhaven, MA 02719 R Restricted 1&2 Famil Dwellin �
City/Town, tate,ZIP M Mason �
L � RC Roofin Coverin
�„��� . WS Window and Sidin
� SF Solid Fuel Buming Appliances
401-215-7056 michael.rotondo@rgsenergy.com I Insulation
Tele hone Email address D Demolition -
5.2 Registered Home Improvement Contrector(HIC) �g27pg 4/6/15
Alteris Renewables dba RGS Energy HIC Registration Number Expiration Dale �
HIC Company Name or HIC Registrant Name .
32 Taugwonk Spur,Al2 kimberry.hendel@rgsenergy.com
I No,and Street � Email address
Stonington,CT 06378 860-535-3370
` Ci /Town State ZIP � Tel hone �
� SECTION 6: WORKERS'COMPENSATION[NSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
. Workers Compensation Insurance affidavit mus[be completed and submitted with this application. Failure to provide �
this affidavi[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
. I,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Enerqy
to act on my behalf,in all matters relative to work authorized by this buiiding permit application.
i see signed authorization form attached �6 �
Print Owner's 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[hat all of the information
wn[ained ip,[his a icatio is d accurate[o[he best of my la�owledge and unders[anding.
I'/
/"'A: . 3 �b ,
i.�v���-
Print O� er's or uthorized Agenfs Name(Electronic Signature) 'Date
NOTES:
1. An Owuer who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvemen[Contractor(HIC:)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Progam can be found at
www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dos
2. When substantial work is planned,provide the information below:
Total floor azea(sq.ft.) (including gazage,finished basemenUattics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling sys[em Enclosed Open �
3. "Total Project Square Footage"may be substituted for"Total Project Cosf'
�/��' `1rI�^i/iNrrsii��arii�/� r/ " /lri.;.tni�ir:lr/I�
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Home improvemem Contractor Reaistracion
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///1``` Clean Power.Bright Savings.
March 10,2014
City of Salem
Building Department
120 Washington Street,3�d Floor
Salem,MA 01970
Hello,
I have enclosed a building permit application, applicable fee and supporting documents
for a residential solar installation in your town. Please let me know if anything else is
required to approve our permit.
Once the permit is ready please use the enclosed self-addressed stamped envelope to
send to us.
Thank you and let me know if you need anything else,
�M(� V'""�
r "
Kim Hendel
OperaHons Specialist - �
RGS Energy
32 Taugwonk Spur Road,Al2
, Stonington CT 06378 � �
Ph 860-535-3370
Fax 413-683-2225
kimberly.hendel��RGSenergy.com � -
32 'faugwonk Spur, Al2, SConli�gCon,C7 06378 I tel. 860.5353370 I fax 413.683.2225 I
RGSLnergy.com
� CITY OF S�3LE,�1, L'L�SS.�CHUSETTS
• • BLu.D�cDer�a�n�v�r
� 130 WASHiNGTON STREET,3'°F1.00R
'i�t.. (978) �35-9595
F,�t(97� 740-9846
K[�(gERLEY DRISCOLL
MAYOR THOM,�s ST.P�RAs
DIRECTOR OF PL'BLIC PROPHR'IY�BI:II.DING CO�L�tiSSIO�iER
Construction Debris Disposal Aftidavit
(required for all demolition and renovarion work)
In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5
Debris, and the provisions of MGL c 40, S 54;
Building Permit# is issued with the condition that the debris resulting from
this work shall be disposcd of in a properly licensed waste disposal faciliry as defined by MGL c
111, S 150A.
The debris will be transported by:
Minimal debris generated by install, crew to remove all waste upon completion.
(name of hauler)
The debris will be disposed of in :
(name of facility)
(address of facility)
�
signahue of permit applicant
3�io�l�
�r ciace
a�b��,��r.d�:
r., —__ �,,, .
�!!�j
�� ' RGS 1 ENERGY
'•��,1�� Clenn Pawec Brlght Srvfngs. " ,
t
Property Owner Consent Form
Owner: �eb�nsah � ��
� Address: L3 ,Ua���rnuaL. �e1 .
Town: ��
= State: M/�
�
' Zip: O l q ?b
Phone: 97£S 7(0`7 �a 3
� I hereby give permission to RGS Energy and their
� representatives to pull the required permits for a solar
- installation on my property.
� r .
� �a _ a� 0�� _�� �
Pr pertyOwner Date
t
�
I - � 321'auguavk Spta,Al2,3tooingtoq Ci W778 � teL R60.5353370 � fax 413.687.2225 � R6SFniKgy.<um
� �
�-
I �—
� The Commonwealth ofMassachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/ElecMicians/Plumbers
Apalicant Information Please Print Le ibiv
NamO(Business/OrganizationAndividual): Altefls ReneWables Inc. dba RGS Enerqy �
Address: 32 Taupwonk Spur Unit A-12
City/State/Zip: Stonington CT 06378 Phone #: (860)535-3370
Are you an employer?Check thc appropriate box: Type of project(required):
1, x0 I am a employer wi[h 120 4: ❑ I ama general contractor and I 6. ❑New construction
employees(full and/or part-[ime).* have hired the sub-contractors �
� 2.Q I am a sole proprietor or parMer- listed on the attached sheet. Y �� ❑ Remodeling
ship and have no employees These sub-conVactors have 8. ❑ Demolition !
working for me in any capacity. workers' comp, insurance. 9. ❑Building addition
[No workers'comp. insurance 5. ❑ Wc are a corporation and its
required.] � officers have exercised their
10.❑Electrical repairs or additions
3,❑ I am a homeowner doing all work right of exemption per MGL i l.❑ Plumbing eepairs or additions
myself. [No workers'comp. c. 152, §1(4),and we have no 12.❑ Roof repairs -
insurance required.]t � employces.[No workers'
13.� Other solar panels
comp, insurance required.]
•Any applicant that chceks box#I must also fill out thc scetion bclow showing thcir workcrs'compcnsation policy infortnation.
t Homcowncrs who submit lhis affidavi[indicating lhcy arc doing all work and thcn hirc outsidc wntrac[ors must submit a ncw affidavit indicaling such. -
, ICon[rac[ors[ha[chcck this box must attachcd an additional shect showing thc namc of thc sub-mn[mc[ors and lhcir workcrs'comp.policy informa[ion. '
I am an employer lhat is providing workers'campensation insurance for my emp[oyees. Be[ow is the policy and job site
information. � '
Insurance CompanyName: Zurich American Insurance Co.
Policy#or Self-ins.Lic.#: WC5852405 Lxpiration Date: 01/01/2015
Job Site Address: 103 Marlborough Road City/State/Zip: Salem, MA 01970
Attach a copy of the workers'compensation policy declaration page(showing the poGcy number and expiration datc).
�. Failure to sewre coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a �
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violatoc Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
� - 7 do hereby ceft un r!he p ins nd penalties of perjury that the ittformation provided above is true and correct.
Si amre: Date: J� �� I
Phone#: �8 0)5353370 '
Officia[use only. Da not write in this area,to be completed by cily or rown o�ciaL
City or Town: Permit/License# �
Issuing Authority(circle one):
1.Board of Hcalth 2.Building Department 3.City/Town Clerk 4.Elechical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
Mazch 7, 2014
To: Building DepartrnenU Construction O�cial
From: James A. Marx, Jr. P.E.
Re: Engineer Statement for Robinson Residence, 103 Marlborough Rd., Salem, MA
Solaz Roof Installation
I have verified the adequacy and structural integrity of the existing roofs Main Roof 1:
(one layer composition)—2"x 8"roof rafters at 16" o- c,having roof slope dimension of
17'-10"with rafter span approx. 12'-0",pitch 40 deg.; for mounting of solar panels and
their installation will satisfy the structural roof framing design-loading requirements of
I the Massachusetts building code—780 CMR Residential Code 8th Ed.
For the installation of the solar mounting; the Unirac Solarmount rails will be anchored to
I the rafrers with L-foot supports having EcoFasten Green-Fasten with CP-SQ Bracket and
flashing ar equal to be located on the center of the rafters and will be securely fastened to
the rafters at 48"wrth 5/16" x 3 '/2" SS lag bolts. The mounting system has been designed
for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 psf. All
attachments must be staggered amongst framing members.
The Photovoltaic system and the mounting assemblies will comply with the applicable
sections of the MA Building Code and loading requirements of roof mounted collectors.
Thereby, I endorse the solaz panel installation and certify this design to be structurally
adequate.
S1IICe1'01Y� O���Y<H�F MqSs9cy
o� JM1ES A.MARX,JR. m I
�
V CIV�� �
,e N0.3fi385
� �F�`�STEaO�
James A. Manc,Jr. P.E. '`c�ioNA� EN�� I
Professional Engineer
MA 36365 �� ��
James A. Manc,Jr.
10 High Mountain Road I
Ringwood,NJ 0'7456
cc:RGS Energy
Mazch 7, 2014
To: Building Departmend Construction Official I
From: James A. Marx, Jr. P.E.
Re: Engineer Statement for Robinson Residence, 103 Mazlborough Rd., Salem, MA
Solaz Roof Installation �
I have verified the adequacy and structural integrity of the existing roofs Main Roof 1:
(one layer composition)—2"x 8"roof rafters at 16"o- c, having roof slope dimension of
17'-10"with rafter span approx. 12'-0",pitch 40 deg.; for mounting of solar panels and
their installation will satisfy the structural roof framing design-loading requirements of I
the Massachusetts building code—780 CMR Residential Code 8th Ed.
For the installation of the solar mounting;the Unirac Solannount rails will be anchored to
the rafters with L-foot supports having EcoFasten Green-Fasten with CP-SQ Bracket and I
flashing or equal to be located on the center of the rafters and will be securely fastened to
the rafters at 48"with 5/16"x 3 %z" SS lag bolts. The mounting system has been designed
for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 ps£ All
attachments must be staggered amongst framing members.
The Photovoltaic system and the mounting assemblies will comply with the applicable
sections of the MA Building Code and loading requirements of roof mounted collectors.
Thereby,I endorse the solar panel installation and certify this design to be structurally
adequate.
Sincerely� Ff,LTH OF
�°�� �Ssv
c� J�ESA'tInRN,JR nN
C/�� m
A ��N0.36365 v.� .
O �
Prof essional En�g RCC E �SS��NA�CENG�
MA 36365 �� ���r
James A. Ma�, Jr.
< 10 High Mountain Road
Ringwood,NJ 07456
cc:RGS Energy
�
� FOR CO�JSTRUCTION ' v�t+/i�
Grid-Tied Photovoltaic System RGs
DC Rating: 7 kW ENERGY
Ciear Powcr.6ng�:�aNngs.
Robinson, Von 32TaugwonkSpur,a�z
103 Marlborough Road sco�g��co�,cross�a
Salem, MA 01970 Phone(860)535-3370
Fax(413)683-2225
Jurisdiction: City of Salem GRID-TIED
Sheet List pHOTOVOLTAIC SYSTEM
Sheet No. Sheet Title 7�W DC @ STC
Scope of Work: General Notes: Pv-000 coveR ROBINSON, VON
' RGS Energy shall install a 7 kW Grid-tied Photovoltaic("PV")System totaling 1. System follows any/all Fire Code Setbacks per Ordinances of the City pV-A01 SITE PLAN 103 MARLBOROUGH ROAD
(28) Renesola JC250M-24/Btab Modules with (28) Enphase Energy Of Salem. SALEM, MA 01970
M215-60-21L-S22 Micro- Inverter(s). The Modules shall be mounted flush to 2. AII projects witl comply with the Ordinances of the"City of Salem. PV-A02 MODULE LAYOUT Project# 10121005
the composition shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-8pm Monday-Friday, 9am-Spm Saturday, PV-A03 DETAILS oes�c�eR: Tedd Kelley
connection. No time on Sunday or legal Holidays.
4. Product Data Sheets shall be induded. PV-E01 ELECTRICAL DIAGRAM R��R Colin Roberts
EC�UIpIII@11t Sp2CIfIC8t1011S: 5. Rookop penetrations shall be completed and sealed per code by a pV-E02 SYSTEM CALCS `�R51ON°^TE 2014-0&07
licensed wntractor.
Module: (28) Renesola JC250M-24/Bb-b 8. All Photovoltaic modules shall be tested and listed by a recognized REVISIONS
Inverter 1: (28) Enphase Energy M215-60-2LL-S22 laboratory. # BY Date Notes
Racking: UniRac SolarMount 7. Certifications shall include UL1703, IEC61646, IEC61730.
Attachment Flashing: Eco-Fasten Green-Fasten with S. A continuous ground shall be provided for the Array and for all � '
CP-SQ-Slotted Bracket and Aluminum Flashing . Photovoltaic Equipment. z
9. DC Wiring shall be run in metal conduit or raceways within enclosed 3
spaces in a building.
�0. Conduit, Wire systems and Raceways shall be located as close as ' �; � a
� Roof Specifications: Poss�bie to�d9e5, hips, and outside walls. 5
g Roof 7: 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall �^'� •�..�
� Composition Shingle use guideli�es that minimize the toNal amount of conduit by taking the
(Single Layer) shortestpath.
2"x 8"Rafters @ 16"O.C. 12. Space Requirements for elecVical equipment shall comply with NEC
Pitch: 40° � Azimuth: 235° Article 110.
Array Size: 28 Modules 13. Equipment grounding shall be sized in accordance with Table
250.122.
t Site S ecifications:
�4. Connectors that are not readily accessible and that are used in the °ry `
P
g circuits operating at or over 30V AC or DC shall require a tool for
�
Occu anc : II
" Design Wind Speed: 100 MPH opening and are required to be marked"Do not disconnect under
� E�cposure Category: B load"or"Not for current interrupting", per 690.33(c)&(e).
m Mean Roof Height: 30 ft 15. All signage to be placed in accordance with local buildi�g code.
� Ground Snow Load: 40 PSF (Reducible) 16. Signs or Directories shall be attached to the elecVical equipment or
_ located adjacent to the identified equipment.
LL 17. Signs should be of sufficient durability to withstand the environment
a /��� H/O�k t0 b2 111 COIflp�1811Ce Wlth: 18. Any plaques shall be metal or plastic with engraved or machine ��;� . '"
printed letters, or electro-plating, in a red background with white �, $
2011 National ElecVical Code(NEC) � `�` � �
Iettering, a minimum of 3/8" height and all capitat letters. a � 'h. '��'
2009 Intemational Residential Code pRC) � . :� q
2009 Intemational Building Code(IBC) � � �m� ' ` "F '
2012 Intemational Fire Code(IFC) . z, ,�'�
� 2012 Uniform Mechanical Code(UMC) ' ' � �f �sr�= ��
' 2012 Uniform Plumbing Code (UPC) ��� (i�� ( / . �`�� �
MA 780 CMR, 8th Edition Va 1 �
-including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) � a 103Madbora�gh Rd � N/A
ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other � �'^!�r,}�,,
SVuctures � A �jo,�_ COVER
As amended and adopted by City of Salem � �O4c,„ -
h,g.
, �� ``;� Pv-�0�
� FOR CONSTRUC'T�0�1 �/"� ; ��1e%�
(E) Property Line /'� � �/',ea�
.�� �
'� RGS
''� �' ' ENERGY
/ \ Qean Po�ear.Bnyi:Saving3.
i/''/'' �
�/' 32 Taugwonk Spur,A32
/' � Stonginton,CT 06378
�/�� � . Phone(860)535-3370
Faz(413)683-2225
.���/ �
�i-'�' � GRID-TIED
�./" ' .y PHOTOVOLTAIC SYSTEM
� '`,�-�� (E) Driyeway � \\ d7^ 7kW DC STC
`��/" ;\ °c��� ROBINSON�, VON
/ 103 MARLBOROUGH ROAD
/ : �d SALEM, MA 01970
-�.�� (E)Single Family Dwelling �� �' Project# 10121005
�
< '�I �� oes��+m Tedd Kelley �I
`, � A��R Colin Roberts ;
, `\ �Rs�«+�*E. 20140&07
,�� (N)PV Array : �� REVISIONS
`� 28 Renesola `
ti JC250M-24Bb-b Modules � # BY Date Notes
� '� '
.�
z
+ \, 3
�� ° `\� 4
S � 5
r ��\ /
1 '
�, �
` O �
^w � /
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� �
/
x �� � Equipment Location: Exterior Wall
� � � (E) Utility Meter
m Equipment Specifications: �•� %
m Module: (28) Renesola 9CZSOM-24/Btrb `.� %
LL Inverter 1: (28) Enphase Energy M215-60-211-S22� �' Equipment Location: Interior Basement
� Racking: UrriRac Sc�6aNUVount �• % (E) Main Service Panel
< Attachment F9ashirug: Eco-Fasten GreerrFasten with�.� � (N) PV Production Meter/Monitor
CP-SQ-SIoHed Bracket arM Aluminum Fiashing \ � (N) PV AC Combiner Panel
� �
Roof SpecBfications: \ .-
� Roof 1: \ /
„ ComposiGan Sh3ngle �� /,/�
� (Single Laye� \ f
2"x 8" RatQers���"O.C. ;
Pitch:40° � Azimuth:235" �� `� �° 1/16„= 'I,_0"
Array Size= 28 Modules
`•, f/� x SITE PLAN
Site Specifi+catians: � /
Occupancy: l l �
Design Wind Speed: '100 MPH `` '/ W E PV-A01
Exposure Category: B � ,/
Mean Roof Heighi: 3D R ` �
Ground Snow ILoad: 40 PSF (Reducible) �� �� S
:
� FOR CONSTRUCTION `�1�I�� ,
���a�e�
RGS
Equipment Specifications: ENERGY
Module: (28) Renesola JC250M-24/Btrb cws�PON9�.e�gn�s�v,��,s.
InveAer1: (28) Enphase Energy M215-60-2LL-S22 szraugwonkspur,niz
Racking: UniRac SolarMount scongincon,cro63�s
Attachment Flashing: Eco-Fasten Green-Fasten with vnone(a5o)53533�0
CP-SQ-Slotted Bracket and Aluminum Flashing 41'-7" Fax(413)683-2225
GRID-TIED
PHOTOVOLTAIC SYSTEM
40'
Roof Specifications: �kw oc @ src
Roof 1:
ROBINSON, VON
Composition Shingie 103 MARLBOROUGH ROAD
SALEM, MA 01970
(Single Layer) Project# 10121005
2"x 8"Rafters @ 16"O.C.
Pitch: 40° � Azimuth: 235°
oEs���eA: Tedd Kelley
Array Size: 28 Modules
8�, R�E�a Colin Roberts
Site Specifications: �������E zo�a-o�-o7
Ocwpancy: I I REVISIONS
Design Wind Speed: '100 MPH
Exposure Category: B # By oate Notes
Mean Roof Height: 30 ft �
Ground Snow Load: 40 PSF (Reducible) 2
17'-10" 16'-4" 3
a
& r Vent Pipe 5
o�
0
Snow Landing Zone
13'-3"
Patio
8
�
X
a
0
m
�
m
LL
b
Q
� . Quantity of Attachments=64 @ 46"O.C.
„ . Maximum UniRac Raii Span between Anchors= 60"
� . Maximum Allowable Cantilever= 20"
. Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted
Bracket and Aluminum Flashing attached with Lag Screw, Hex Head, 18-8 SS, 5/16"x 3-1/2" Length s �E 1/8"= 1'-0"
• All Dimensions shown are to module edges, including 1 in. Spacing beriveen Modules required when
using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. q, MODULE LAYOUT
. UniRac Requires one thermal expansion gap for every run of rail greater than 40' �
. Amay Installed according to the UniRac SolarMount Cod�Compliant Installation Manual ver. 227.3,
Pub 1106�61cc,June 2011
. Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be 5 PV-A02
necessary depending on field conditions.All attachments are staggered amongst the framing members. �
� FOR CQNSTRUGTION ���6/p',
�
� 20" Max ss/B�a�
Z b Rail Splice Rail Overfiang E N E GY
41Bp.
,CZ�M� �� Glean Pvwer.6ngnt S�vinqs.
Sh�a9�e � 32 Taugwonk Spur,Al2
COm�S`��pn Stonginton,CT 06378
�Q G� Phone(860)535-3370
�N6�@ 16 Fax(413)683-2225 i
2�
Xa PHOTOVOLTAIC SYSTEM
Stagger splice locations Min of 2 supports 7kW DC�STC
within the each row of modules on either side of splice ROBINSON, VON
with a max spacing of 60" ' 103 MARLBOROUGH ROAD
SALEM, MA 01970
1 Attachment Profile ^ Rail Splice Detail P�°;e�# '°,2,°°5
SCdl2: 3/4" = 1'-0" `� �S oes��Nes: Tedd Kelley
R��A: Colin Roberts
VERLONOnTE ZQ�Q-Q3�7
Ground WEEB 8
Module Cfamp REVISIONS
Unirac Solarmount # eY Date Notes
Rail w/L-foot i
Green Fasten Flashing: �
ECO-GFI-BLK-812 With s
Module(TYP.) ECaCP-SQ Compression Bracket ,
^ ROOftOP / SYST6N COMPOt�J7S PAR7MAN�S QTY 5
� 5/16"X3.5"S.$. L.Bg BOIt RiOTOVOLTAICMODUL6 � �
.__ �. ..____
g w/2.5" Minimum PeneVaUon ��p�q��spryt-z"qBb b ���� ��� � �� �� � ��- JC250AM24lBb-b ���� ��� 28
� 16 Sealed w/Approved Sealant - -- --- -
�i __ _.. ...._- .__ .... .---- ;.._... ......__.
Xa.Ftao�S eav�rtrats --.�___. _.__�_____ __ � ______._ __�.�_ _��.__
2 ��Enphase Energy M275-60-2L1-S22 �������������M215�60.2LC S22 � �� 28
N _........_. __._. .__..... ..___........._ ...._. ;
MONRORWG . . __._. ._....._......... . . ------ ,,:_.. _____.
v .._.... ......_ __.._: .._.. ._...__ -_...... ..._____ .__.
..... ._._..._.. -- ----
� }{. } - Enphase AAonRonng ����
o � AII�C�rTI�II� D�I�II � EnvoyCommGateway 120Vac � � ENV 120M � 1
f $CaIE: 1" = 1'-0" �Phsse compa[dle GEQ7�+Revenue Grede Meter w ih ZgBee VV�reless RGM MTR Ol 1
x ---.. ..______ ..._.__._.. ___�_. �__._ �._____ .�....__ :, —.
0 2�gBee 1/S6 shck/ot Envoy commumcatron wilh RGM :� RGM-ZGB-07 ; 1
� - . .. . .................. ...... ...._ _..............._. .._.._.__._.. ._. .___..._.. �.
a ROOFMOUNTMATHtWLS--- . ._...__....__.. . . . .. ._........... . :...... ......_..---
m Rad Components �� � V� �� ; �
20"Max __. _ _. ._ _ ..... _
-
LL - Un62ac SolerMount Rai 768 Long,Gear Fmsh -'��� "��� ��� 310188C ���� 14 ���
z Roof Ffaming PV Module Rail Overhang UnSiac SolarAAount Spl�ce Bar Serrated qear Fimsh � 303001C 8
` _ � u� Undiec SolarMount Endctamp S¢e K Gear FNish � '� 302009C � �12
-� �. � .____ .. . .....
�� ' - Und2ec SolerMount Midclemp,S¢e ABGDK Gear Fmish ������ � � � � � �a 302101C ; � 50
� ROOf -� Anchors8MouMingBrackets� ����������� ��������W� �_ '��
Attachment _ --�--.----.---__ _ .—_____.�..____
��UniRac SolarMount L-Foot Serra{ed,qear Finish �T_i— .�TT_. ! 304000C 64
�� ._..._. ..-_ .__ . _
� li t� �� �� -�� Lag�Bott.Hex Hsed 18 8 SS 5/16"x 3 1/2 Length . ..---,_ ........_ . -...� 1011023... .�.. �,__, 64 _...--
� ---.. . -'- -. . ._.-. '-.'-- - ' -. _ ' - ..___. _ _..
� �� - Fender VWasher,18-B S5, 5/16"X Yt/4"� � +N118FS � � 64� �
a A�chOfS IOC2tBd '„ - Eco-Fasten CP-S�-Slotted Compression 8racket ���� '— ECO-CP-SQ-Sbtted ��� 64
on altemate t'oof - Eco-Fas[en GreenFasten GFt 8"X 12"Matte Black Flashing � ECA-GFt-BLK-0812�m�� 64
framingmembers II II II 7I 7� II ___... . ....._ ...._, .__...,......_.._ .._,. .__.�. ...._---._..._. .._. ...---._.., ....._.__ ..___ ...---_..._.. ...... .--,-,--... .-- ,,--- .,. --......_ x..E. VARIES
� � 48„M� � DETAILS
Anchor Spacin SolarMount Rail
� Staggered Attachment Detail (Typ.) � Suggested Bill of Materials
J NTS `� NOTE Materials Listed below are subject to change durirrg final Installation. PV-A03
�
FOR CONSTRUCTION �\�t�/�
% ��
Grid-Tied Photovoltaic System RGs
DC Rating: 7 kW ENERGY
Clean PoxRo erigm�avmqs
Robinson, Von 32Taugwonk5pur,n�z
103 Marlborough Road Stonginton,CT06378
Phone(860)535-3370
Salem, MA 01970 Fax(a�a�es3-zzzs
Jurisdiction: City of Salem GRID-TIED
Sheet List PHOTOVOLTAIC SYSTEM
Sheet No. Sheet Title 7kW DC�STC
Scope of Work: General Notes: Pv-000 coveR ROBINSON, VON
RGS Energy shall install a 7 kW Grid-tied Photovoltaic("PV")System totaling 1. System follows any/alt Fire Code Setbacks per Ordinances of the City PV-A01 SITE PLAN 103 MARLBOROUGH ROAD
(28) Renesola JC250M-24/Bb-b Modules with(28) Enphase Energy Of Salem. SALEM, MA 01970
M215-60-2LL-S22 Micro- Inverter(s). The Modules shall be mounted flush to 2. All projects will comply with the Ordinances of the City of Salem. PV-A02 MODULE LAYOUT Project# 10121005
the composifion shingle roof and interconnected via load side breaker 3. Construction Hours:7am-Spm Monday-Frrday, 9am-8pm Saturday, PV-A03 DETAILS oes���eA Tedd Kelley
connection. No time on Sunday or legal Holidays. _
4. Product Data Sheets shall be included. PV-E01 ELECTRICAL DIAGRAM a��R Colin Roberts
EQUlplfl@Ilt Sp2CIfIC8tIO11S: 5. Rooftop penetrations shall be completed and sealed per code by a PV-E02 SYSTEM CALCS `��1ONpATE 2014-03-07
Module: (28) Renesola JC250M-24/Bb-b licensed conVactor. REVISIONS
Inverter 1: (28) Enphase Energy M215-60-2LL-S22 6. All Photovoltaic modules shall be tested and listed by a recognized
Racking: UniRac SolarMount laboratory. # eY Date Notes
7. Certifications shall include UL1703, IEC61646, IEC6'1730.
Attachment Flashing: Eco-Fasten Green-Fasten with S. A continuous ground shall be provided for the Artay and for all '
CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment. z
9. DC Wiring shall be run in metal conduit or raceways within enclosed s
spaces in a building. a
10. Conduit,Wire systems and Raceways shall be located as close as '.�� 5
� ROOf Sp@CiflCet1o11s: possible to ridges, hips, and outside walls.
g Roof 1: 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall �.�� _
� Composition Shingle use guidelines that minimize the total amount of conduit by taking the �"' }
(Single Layer) shortestpath.
2"x 8" Rafters @ '16"O.C. 12. Space Requirements for elecVical equipment shall comply with NEC
Pitch: 40° � Azimuth: 235° ARicle 110. . '
Array Size: 28 Modules 13. Equipment grounding shall be sized in accordance with Table
250.122.
g SItB Sp2CIfIC8t10P1S: 14. Connectors that are not readily accessible and that are used in the ' `
� Occupancy: II circuits operating at or over 30V AC or DC shall require a tool for
" Design Wind Speed: 100 MPH opening and are required to be marked"Do not disconnect under
� Exposure Category: B load"or"Not for current interrupting", per 690.33(c)&(e).
°' Mean Roof Height: 30 R 15. All signage to be placed in accordance with local building code.
� Ground Snow Load: 40 PSF (Reducible) 16. Signs or Directories shall be attached to the electrical equipment or
_ located adjacent to the identified equipment
'� 17. Signs should be of sufficient durability to withstand the environment. �f,
a All WO�k t0 be Ifl COtll p1181tC@ Wlth: 18. Any plaques shalt be metal or plastic with engraved or machine `
printed letters, or electro-plating, in a red background with white � - $'
2011 National ElecVical Code(NEC) � `�C �
2009 Intemational Residenfial Code(IRC) lettering, a minimum of 318"height and all capital letters. o; • "^ 'o�
2 0 0 9 fn tema tiona l Bui l ding Co de(I B C) "` � '� 9' - '`� l
� 2012 Intemational Fire Code pFC) �m'
-�i �..
2012 Uniform Mechanical Code(UMC) }� 1 ��sr,�.
� 2012 Uniform Plumbing Code(UPC) �r ' � �i ��`r`1
MA 780 CMR, Sth Edition � 4tiRr„ � '��
703Madboroughqd " � �- N/A
-including 2/4/1'I revisions to Tables R301.2(4)&R3012(5) �. � ''�.,
ASCElANSI 7-05 Minimum Design Loads for Buildings and Other � �":�r�;<
SVuctures p `7�'r . COVER
As amended and adopted by City of Salem .v; iO�9�
�q>_
� � PV-000
�
FOR CONSTRUCT�ON ��.-����� o�,+�/v
(E) Property Line ,/' � %�,`��
� � RGS
��_
'' � ENERGY
� �
/����' ; QB&F.PON'tlC 8n9Ot$'JY,'1 J5.
�/' \ 32 Taugwonk Spur,Al2
��' Stonginton,CT 06378
�/� i Phone�860)535-3370
�� Fax(413)683-2225
.��� �.
���'�' � GRID-TIED
'��.�� � PHOTOVOLTAIC SYSTEM
(E) Driveway � � d�,
��..�� � 60 7kW DC�STC
�� �
-/f,. � °�� ROBINSON, VON
'/, i ,po 103 MARLBOROUGH ROAD
-�� (E)Singie Family Dwelling � o' SALEM, MA 01970
,�- � °� Project# 10�21005
.
'� � oes��Nere: Tedd K8118y
C `.
� a��R Colin Roberts
`� �\ vaRswNacre. 2014-0307
��
�� (N)PV Array :
�• REVISIONS
'� 28 Renesola \•�
� JC250M-24/Bbb Modules �, # BY Date Notes
.\ . +
`. �. z
� �\ 3
.\ .,
o \ 4
� `�p \ 5
i> ��
d �
o '
�, �
\`� ��
, O / /
u �
/
S �` /1
�
x �� � Equipment Location: Exterior Wall
� ` (E) Utility Meter
a Equipment Specifications: �� �%�
m Module: (28} Renesola JC250M-24/Bb-b � /
LL Inverter 1: (28) Enphase Energy M2�5-60.2LL-S2� �' Equipment Location: Interior Basement
� Racking: UniRac SolarMount �• (E) Main Service Panel
a Attachment Flashing: Eco-Fasten Green-Fasten with�. �� (N) PV Production Meter/Monitor
CP-SQ-Slotted Bracket and Aluminum Flashing � ,/ (N) PV AC Combiner Panel
,/
Roof Specifications: %
� Composifioo Shingle `�� % .
� (Single Layer) �
2"x B" Rafters @ 16"O.C. � �r
Pitch:40° � Azimuth: 235° � /; �� 1/'16"= 1'-0"
Artay Size: 28 Modules \
�� .
Site Specifications: '� /,� x SITE PLAN
Occupancy: I I \ ;
Design Wnd Speed: 100 MPH �� �
Exposure Category: B , � W E ` ,
Mean Roof Height: 30 ft `� �� P V -A01
Ground Snow Load: 40 PSF(Reducible) �, � S
FOR CONSTRUCTION ��,8�6�
����e�G
RGS
Equipment Specifications: �ENwERGY
Module: (28) Renesola JC250M-24Bbb
Inverter1: (28) Enphase Energy M215-60-2LL-S22 32TaugwonkSpur,Al2
Stonginton,R 06375
Racking: UniRac SolarMount Phone(860)535-3370
Attachment Flashing: Eco-Fasten Green-Fasten with Fax(413)683-2225
CP-SQ-Slotted Bracket and Aluminum Flashing 41'-T'
GRID-TIED
PHOTOVOLTAIC SYSTEM
40' 7kW DC�STC
Roof Specifications:
Roof 1: ROBINSON, VON
Composition Shingie 103 MARLBOROUGH ROAD
(Single Layer) SALEM, MA 01970
2"x 8" Rafters @ 16"O.C. Project# 10121005
Pitch: 40° � Azimuth: 235° oEs�c�ea Tedd Kelley
Array Size: 28 Modules
8„ R�v�E�a Colin Roberts
Site Specifications: �R�o��*E zo�a-o�-o�
Occupancy: I I REVISIONS
Design Wind Speed: 100 MPH
6cposure Category: B # BY oate Notes
Mean Roof Height: 30 ft �
Graund Snow Load: 40 PSF (Reducible) z
17'-�0" �g�_4�� a
4
g � Vent Pipe 5
s
Snow Landing Zone
13'3"
Pffiio
S
x
0
m
a
�
m
s
N
a
� • Quantity of Attachments=64 @ 48" O.C.
. Maximum UniRac Rail Span between Anchors= 60"
� • Maximum Allowable Cantilever= 20"
• Radcing and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted
Bracket and Aluminum Flashing attached with Lag Screw, Hex Head, 18-8 SS, 5/16"x 31/2" Length s � 1/8"= 1'-0"
. All Dimensions shown are to module edges, including � in. Spacing beiween Modules required when
using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. q, 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 Installa6on Manual ver.227.3,
Pub 11061Cr1cc,June 2011
• Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be y p\ /_ A O�
' necessary depending on field conditions.All attachments are staggered amongst the framing members. a r V /"'\
T
FOR CONSTRUCTION �\,t�i�
s����e�
Za�nn� RGS
24j8,�p Rail Splice Rail Overhang E N E RGY
GZ(�QM� "I 'I Cleen Power.Bngvc Sav:nps.
�
. �5\���Sh�ng\e G 3Stongi�n kCT 06378z
Phone�860)535-3370
C°m Ra�e�s @ 16� � Fax(413)683-2225
Xg' GRID-TIED
Z PHOTOVOLTAIC SYSTEM
Stagger splice locations Min of 2 supports 7kW DC� STC
within the each row of modules on either side of splice ROBINSON, VON
with a max spacing of 60" 103 MARLBOROUGH ROAD
SALEM, MA 01970
Attachment Profile Project# 10121005
, Ra i I S I i ce Deta i I �S,�H�, Tedd Kelley
1
Scale: 3/4" - 1�-0" 4 NTS
R�E�R Colin Roberts
VERSION OFTE. 20�Q'o3'O7
Ground WEEB&
Module Clamp REVISIONS
Unirac Solarmount # BY Date Notes
Rail w/L-foot +
Green Fasten Flashing: Z
ECO-GF'I-BLK-812 With 3
Module(TYP.) ECO-CP-SQ Compression Bracket e
^ ROOftOp SYST6l7 COMPOPtBdTS � PARTNUW�2S QTV 5
� 5/16"x3.5"S.S. Lag BOIt FHOTOVOLTAICA40DULES !
S � w/2.5" Minimum Penetration
;- - ..-- .. _-._--.... _,._---
� 16 Seeled w/AppfOv2d S8818f1t � �aOLA JC250M-24Bb b ����� ���� �� �� ���� . JC250AA-24/Bb b . __ 28 _.. _
ry ._... _..__ .._- ....... .__.._ ....... .___. __ .. ._. . . _..... ..
Fta�Gs� BJVERTERs �— �- - — -�--- --- �_�__.
2 Xa O� -��Enphase Energy M215�o-2LL-S22 �' � M215-60-2LL 522 j 28
� .__..-- .___. ___.__. ..__._. . _._-..... � .
w MONfTORWG � .._.. .. _�._. .__._ .___--... r_--.. .............._.
o ...-- .. __,_ .. .___ . ____ .._... _..._ ..___._.. ..-- - ......__. , ___. --- . _..-----
� Enphase Monrtormg : � �... � ..
o ,4ttachment Detail ��oY���eteWaY,,2o�a� - � � ENV120M 1
K � S[dIB: 1" = 1'-0" �Phase compat�le GE i210+Revenue Grade Meter w dh ZgBee Wireless ; RGM MTR Ol � 1
o � ZrgBeeUSBshckforEnwycommuwcatronwrthRGM i RGM-ZGB-01 i 1
m '_. .. _. _ ._. ._. ._ ..._.__._ ......._.__ .._.... . ............._._ ..,_'.....__' __...._._.._. . ..�... .. . ..,.... .._._. _........ ..,,..._ , .. .._..._-�__
9 ROOFMOUNTMATH2MlS ; - i
m - Rai Corrgionentsµ�� ��' ���� - � � � i -
rra I
20"Max _ _ _ - � --- ---
LL UnA2ac SalarMoun[Rei� 168 Long qear Fmsh " ��� 310188C ; 74 _
w Roof Framing PV Module Rail Overhang Und2ec SolarAAount Spl�ce Bar Serrated qear Fmish � 303001C 8
a � UnRec SolerMount Endclamp S¢e K,Gear Fm�sh 302009C , 12
� � r-
� R ' UnRec SolzrMounl MiAclarnp,S¢e�ABC01C, Gear Fmish ��� �� � �� � ; 302101C�� ; 50
ROOf - Anchors&Mounting Brackets � _ �_ µ - v -
Attachment �� �� �, �� „ � Undtac So�arMount L-Foot Serreted,qear Fin"sh ; 304000C i 64
� .__ _ __. .. _._.__ ....-__ . ... .. _.__.. ..._ _.
__ .. ..... ____-
�� �� �I �� I� �� ����Y �eg Bott Hex Hsed 18 8 SS 5(16 z 3 V2 Leng[h ; 1011023 ! 84
ry �� _ �����-�-Fender Wdsher,1&8 SS 5/1B"X 1-1/4,-�-- . ..- ��;.'�W118FS . :_ _84._
� Anchors located _
�Eco-Fasten CP-SQ-Slotted Compression Bracket � ECO-CP-SQ-5lotted ± 64
^ on altemate roof j� " �� �Eco-Fasten.GreenFasten GF1 8'X 12 Matte Black Flashmg ECO GF1-BLK 0812 �—T 84 �
�� �� ��
_ II II tl tl .. . . .'-- - '' ... _--._ ,_._. '. -._' ----- --- -
_..,_
framing members , ;, t, ----.... _ ._._..... ___. ___ ____.._. _..__..._. __. _._ __ ._. . __. ; �•E. VARIES
" " DETAILS
� � 48"Max �
Anchor Spacin SolarMount Rail
Sta ered Attachment Detail T 5 Su ested Bill of Materials \,
3 • M5 NOTE: Materials Listed below are sub%ect to change during final Installation. � v -A03
,
.� .
Ren �
o , .
. a �i�tbSII
� 250W, 255W, 260W � :����� . �
�������� .
� �
� � E��!eMr :': High Module Conversion Efficiencies ,
Oo A � . � � ...._�._. _ ..-� . __.�-�...,.�
ean■c��« �� Easy Installation and Handling for Various Applications
r � �
. _�;�;;_ .� Mechanical Load Capability of up to 5400 Pa
�
�
Conforms with IEC 612152005,
�Ec e� �� IEC 61730:2004,UL 1703 PV Standards
�C . �
c.m�mm�J' 1509001,OHSA518001,15014001 Certified I
` i
. . ,..� _..;.. .�. ��
s.r.rydF« �. Appliwtlon Class A,Safery Class II,Fire Rating C `—' `. " "
, �ee ._
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��. . � 9�y* . . �O •
�,q' 95% ' �'
� muterial& �
t.:> «.rn eo9s . _ . . Added�a�u . . . , , . workmansh7p '�
e
id ...... " --� - -...' �. .
�� 85% � � �� �
. �� N .,;� � � �
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�
a o% _ ---- ----_- .__ .._. ._ .._.. .. , \r linearpower � r
� 0 1 5 l0 1s � 30 25 �� output
.� YEAR ' � , - - k
`,,,,y ravaaveoraooucr / �♦ . ' .
� �cLQus � � � �,�� (�?� �s ��H (�.� PVCYCLE � .
�� ImMek E� V
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• � . •
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R �j,� :o . . . , ��„��r, .
en a 25oW, �55W, 26oW
. . .� �
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e �
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. Onwln80nty�arRehrence .. �M�Ienry��15.0M �162% 16.3%� � 16.1%�16.0%��� �
' �` :R3'� Nfw.ic"� � ry '1
Maxlmum iower�Pmax� ' ESOW E55 W i60W
Powertale�ana 0-�SW 0-�SW D��SW
Module Elfioien[y l5A% 15.]96 16.dX Y
MaximumFawerNrrent(Imp) 833A 839A 8.53A
� MaeimumVowe�V011age�Vmp� 301V 30AV � 30.SV
SM1artCircuitCurren��lsq 8.83R B.B6A - 8.95A �
OpenCir<uitValOage�VoQ 3).OV ' 3).SV 3>.fiV
Values at Sbndard iex[CnnEitlons STC(Alr Mass AM1.5,Imatlianoe IOOOW/m�,Cell TemperaNre 35°C) � �
• �., ' .�'..
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'� ''��1 �� PART I —GENERAL 1.? SUBMITTAL B. Farteners(may be supplied by others)to be
� A. Submit manufacturer's written specifcations. compatible with chosen roof application and
'J , I.1 SUMMARY B. Submit standard produd cut sheetr. meet specifed pull out values as shown in load
A. WORK INCLUDES tesY data.
# �����, C Submit installation instructions.
� �� j� I. GreenFasten solar attachment bracket that D. Submit product speciflc load test data,showing C Base flashing is.032 gauge aluminum embossed
t � attaches diredly to the roof deck.
; � ultimate and allowable load values. to accept EPDM bushing.
, e �'"� 2. Provide appropriate bracket and fasteners
�� '� forthe roof system. �,4 QUALITYASSURANCE D. Bushing is EPDM.
.j� �j� B.� RELATED SECTIONS Installerto be experienced in the installation of E Stainless steel bonded washer is 302 stainless
'., � ��". I.Sedion 0760P.Rashing and Sheet Metal spetifed roofng matenal and snowguards for no less and EPDM.
�i�* � 2.Section 07500:Roof ng than 5 years in the area of the projed.
� �n�� 3.Division I:Adminis[rative and procedural 2.3 FINISH—Mill Finish
^-',"��;}';� requirements I.5 DELIVERY/S70R4GE/HANDLING A. Bracket is mill fnish aluminum
}'''Y ��F 7q '� 4.Division7:Thermal and Moisture Protedion Inspect matenal upon delivery.Notify manufac[urer _
��� �� � �p, : within 24 hours of any missing or defective items.Keep B� g�e Flashing(choose one)
��r�i �k ��r�� : ,, 11 SYSTEM DESCRIPTION matenal dry,covered,and off the ground until installed. . I.Mill Finish
� � ' � �r v A. COMPONENTS:
r� � ' !i w` I. GreenFarten system consists of alummum 2.Black-kynar painted
�,�����E a flashin with inte ral EPDM bushin and one PART 2 - PRODUCT$ �
� t, � n �tl S S S . 3.Dark Bronze-kynar painted
� F � �''. }� 3 bonded stainless steel and EPDM washer.
� 2. Fasteners 2•� MANUFACTURER
� Y�' � EcoFasten Solar� PART 3 - EXECUTION
s{ ' W � ,�.� � ATo be of inetal compatible with aluminum � � � . �
� I} � o - 289 Harrel St.Morrisville,VT.05661
� ; � I � = GreenFasten com onentr.
� � '��F � � , o P (877) 859-3947 � 3.1 EXAMINATION
�R c n � B.Fasteners should be selected for �
�+ n www.ecofastensolar.com. A. Substrate Inspect strudure on which bracketr
��� � �' ' „', compatibility with the roof deck.
�9 g}� v are to be installed and verify that it will withstand .
s GFastener stren g th should exceed or be e qual z z_ M q 7 E R I A L S a ny a d d i t i o n a l l o a d i ng t h a t i t m ay i n c u r r e d.N o t ify
"+�*� }, � �� o to that of the allowable load of the system. A. Attachment Bracket - - - General Contractor of any defciencies before -
� v See test daW at www.ecofastensolar.com
^� ' � f 3. Sealant(if required by roof manufacturer): 6000 Senes Aluminum (choose one) installing EcoFasten Solar brackets.
`�� � I�. F-I I I B. Venfy that roof ng matenal has been installed
. � "�. ��, � �� o to be roof manufac[urer approved. � corredly prior to installing solar attachment brackets.
� 4. Aluminumattachmentbracket � 2 L-101-3"
r l ; � � , 3. L-102-3"
� 4. CP-R 3.2 INSTALLA710N
� °� B. DESIGN REQUIREMENTS: A. Comply with architectural drawings and
"`r ! � ^ � 1 ,°�,� I. Bracket spacing to be�recommended by 5. CP-SQ ,
. m projed engineer's remmmendations for location
� projectengineer. • 6. SL-102-6"
^ 7. Z-101 of syrtem.Comply with Manufac[urers written
� k � � - o� 2. Install a minimum of one fastener assembly � installation.instructions for installation and layout.
� 3. It is important to design new strudures or 8. Curtom
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A HIOI GHOUP C(IMV4Nv
SolarMount Technical Datasheet
Pub 170818•1td V1.0 August 2011 �
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Clip........................................:........................................................1
MidClamp.......................................:............................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot:..........................................................................................................................3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware
SolarMount Bottom Up Module Clip
Part No. 302000C
Washer • Bottom Up Clip material: One of the following extruded aluminum
Bottom Nut (hidden.see alloys: 6005-T5,6105-T5,6061-T6
Up Clip �o +�� � Ultimate tensile: 38ksi,Yield: 35 ksi
Finish: ClearAnodized
Bottom Up Clip weight: -0.031 Ibs(14g)
Beam Bolt ' Ailowable and design loads are valid when components are
� I assembled with SolarMount series beams according to authorized
UNIRAC documents
• Assemble with one X"-20 ASTM F593 bolt, one Yi'-20 ASTM F594
serreted Flange nut, and one Y."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 laboratory
- • Module edge must be fully supported by the beam
* NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
1 Applied Load Average Ailowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
i Ibs(N) ibs(N) PS Ibs(N) m
� � : � k �+N Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662
�, __i._�.
� �` � Transverse,Xt 1128(5019) 329(1463) 3.43 497(2213) 0.441
�.-sx Sliding,Z± ss(2s2� 2�(�is) 2.aa ai �is�� o.sis
Dimensions specified in inches unless noted
a
„
. . • . . . . . :.�UNIRAC'
. � n111t11GP0UPtOMrnNY
SolarMount Mid Clamp
Part No.302101C,302101D,302103C,302104D, -
� 302105D,302106D �
� Tna Bolt • �id clamp material:One of the following extruded aluminum
Mid �a e Nu alloys: 6005-T5,6105-T5,6061-T6
Clamp • Ultimate tensile: 38ksi,Yield: 35 ksi
• Finish:Clear or Dark Anodized
• AAid clamp weight: 0.050 Ibs(23g)
• Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
mid clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble mid clamp with one Unirac'/."-20 T-bolt and one Y,"-20
ASTM F594 serreted 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
i Applied Load Average Allowable Safety Design Resistance
�momua�—'-�—' Direction Ultimate Load Factor, Load Factor,
ee�r�ennoou�cs i ('� � ..
f�-� Ibs(N) Ibs(N) FS Ibs(N) m
� Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 '
� Transverse,Zt 520(2313) 229(1017) 2.27 346(1539) 0.665
� � Sliding,Xt 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,302006C,302008D, .
aozoosc,3020090,aozo�oc,ao2ot�c,3ozotzc • End clamp material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
olt • Ultimate tensile:38ksi,Yield:35 ksi
• Finish: Clear or Dark Anodized
' • End clamp weight: varies based on height: -0.058 Ibs(26g)
� d Clamp • Allowable and design loads are valid when components are
Serrated assembled according to authorized UNIRAC documents
Flange Nut • Values represent the allowable and design load capacity of a single
end clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble with one Unirac Y."-20 T-bolt and one Y."-20 ASTM F594
Bea serrated flange nut
• Use anti-seize and tighten to 10 ft-Ibs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third-
Y party test results from an IAS accredited laboretory
� • Modules must be installed at least 1.5 in from either end of a beam
��X
�_. �s . Applied Load Average Allowable Safety Design Resistance
- ' X°°1°'” �- Direction Ultimate Load Factor, Loads Factor,
� ,�a„ --'�l� Ibs(N) Ibs(N) FS Ibs(N) m
��� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
�"'�u � Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330
Sliding,Xt 142(630) 52(231) 2.72 79(349) 0.555
Dimensions specifie4in-insk�es-unlessuated
i
• • ' • . � . , ii°UNIRAC�
ONILiIGF00PCpMPpry'Y I
SolarMount Beam Connection Hardware
SolarMount L-Foot
Part No. 304000C, 304000D
� • L•Foot material:One of the following extruded aluminum alloys:6005-
T5,6105-T5,6061-T6
• Ultimate tensile:38ksi,reld:35 ksi
• Finish: ClearorDarkAnodized �
� • L-Foot weight:varies based on height:-0.2151bs(98g)
• Allowable and design loads are valid when components are
Bea assembled with SolarMount series beams according to authorized �
Bolt UNIRAC dacuments
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
-.;� attachment method ,
a�� Applied Load Averege Safety Design Resistance
�saotwn � Direction Ultimate Allowable Laad Factor, Load Factor,
�X4°0uf�� Ibs(N) Ibs(N) FS Ibs(N) m
� �o� _ � Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646
Tensian,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575
Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) � 0.615
Traverse,Xt 486(2162) 213(949) 228 �323(1436) 0.664
t
�
• � • • - . • . . ::UNIRAC
A HIISIGHOUCfOMP�NY
SolarMount Beams
Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D
310208C, 310208C-8, 310240C, 310240C•B, 310240D,
410144M, 410168M,410204M,410240M
PropeRles Units SolarMount SolarMount HD
Beam Height � in 2.5 3.0 � �
" Approximate Weight(per linear R) plf 0.811 1271 �
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-Ncis) in° 0�.464 1.450
Moment of Inertia(Y-Axis) in° 0.044 0.267
Radius of Gyration(X-Axis) in 0.289 1.170
Radius of Gyration(Y-Pocis) in 0.254 0.502 �
''k '�t x h �kry, ,.� a
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SLOT FOR T-BOLT OR 1,�Zg�
1 SlOT FOR T-BOLT OR �
�"HIX HEAD SCREW %"HEX HEAD SCREW
2X SLOT FOR SLOT FOR
. BOTTOMLLIP 2.500 BOTTOM CLIP �
� 3.000
1.316 �
SLOT FOR
3�" HEX BOLT 5�07 FOR 13s�
� I 3�" HEX BOLT
387�
750
1.zo7
Y Y 1.875
► �
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SolarMount Beam SolarMount HD Beam
. � Dimensions specified in inches unless noted
.
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3/8-16 X 3/4"
SS HEX BOLT
3/8-16 �
SS FLANGE NUT
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6105-TS •
ALUMINUM
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00� � � � �L.rU� SolarMounUSunFrame
CO200B UNIRAC, INC.
1411 BROADWAY BLVD NE 2�� Aluminum . �
ALBUOUEROUE, NM 87102 �, Serrated �
UNIRAC.COM 242.6411 L—FOOt .
UNIRAC-310068
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