22 LATHROP ST - BUILDING INSPECTION o� :. ._ _. ,._ <.. �.
�b -I � _ / Zg / � , � S � �12� INSP RECEIVED
� � The Commonwealth of Massachusetts E
° Board of Building Regulations and Standazds ; 1��4 �� SITY OF -�
0� Massachusetts State Building Code,780 CMR �4
1� "' Revised�i�1�1�
Building Pcrmit Application To Construct,Repair,Renovate Or Demolish a _
One-or Two-Fami[y Dwelling
This Section For Official Use Only
Building Permit Number. Da[e Ap �e -:
� / � ��
, Building Official(Print Name) Signature � Date �
SECTION 1:SITE INFORMATION
1.1 Proper[y Address: 1.2 Assessors Map&Parcei Numbers
22 Lathrop Street gg � 0330
l.la Is[his an accepted street?yes X no Map Number Parcel Number . . �
1.3 Zoning InformaHon: 1.4 Property Dimensions:
R2 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.QL c.4Q§54) 1.7 Flood Zone Informallon: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal O On site disposal system ❑ �
Check if yes❑ �
« SECTION 2: PROPERTY OWNERSHIP�
2.1 Owner�of Record:
Elizabeth Cyr&Jared Robinson Salem, MA 01970 �
Name(Print) . � � City,Sta[e,ZiP
22 Lathrop Street 978360-0907 erinthehealer(�qmail.com
No.and Street � Telephone Email Address �
SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check a11 that apply)
New Conshuction❑ Existing Building❑ Owneo-Occupied ❑ Repairs(s) ❑ Al[eration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg.❑ Number of Units Other C�9 Specify: solar
. Brief Description of Proposed Work2: Installation of a 4.25kW roof mounted solar array using 17 Canadian Solar �
CS6P-250P modules, 17 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work.
SECTION 4: EST[MATED CONSTRUCTION COSTS
Item Estimated Cos[s: Official Use Ortly
Labor and Materials
. 1.Building $ 3,000 1. Building Permit Fee: $ Indicate how fee is determined:
❑Standazd City/fown Applica6on Fee
2.Electrical $ 14,000 ❑Total Project CosC'(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4.Mechanical (HVAC) $ List:
5.Mechanical (Fire $
Su ression Total All Fees:$
Check No. Check Amount: Cash Amount
6.Total Project Cosk $ 17,000 ❑paid in Full ❑Outstanding Balance Due:
Ma«� � (s
SECTION 5: CONSTRUCTION SERVICES
� 5.1 Constructlon Supervisor License(CSL)
102054 10/6/14
Michael Rotondo License Number Expiration Date
� Name of CSL Holder
61 Gellette Road List CSL Type(see below)
No.and Street Type Descrip[ion
Fairhaven, MA 02719 U UnresMcted Buildin s u to 35,000 cu.ft.
R Restricted t&2 Famil Dwellin
City�tate,ZlP M Mason
RC Roofin Coverin
WS Window and Sidin
SF Solid Fuel Buming Appliances
401-215-7056 michael.rotondo@rgsenergy.com I Insulation �
Tele hone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) 162709
� Alteris Renewables dba RGS Energy 4/6/15
HIC Re�isha[ion Number Expira[ion Datc �
HIC Company Name or HIC Regis[rant Name . �
32 Taugwonk Spur,Al2 kimberly.hendel@rgsenergy.com
� No.and Street Email address
Stonington,CT 06378 860-5353370
� Ci /Town,State,ZIP Tele hone �
SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6))
Workers Compensation Insurance a�davit must be completed and submitted with this application. Failure ro provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes ..........L� No...........❑
I 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 Energy
to act on my behalf,in all matters relative to work authorized by this building permit appiicatioa
see signed authorization form attached -
Print OwnePs Name(Electronic Signature) � _ Date
SECTION 7b:OWNER�OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest undec the pains and penalties of perjury that all of the information
contai m th' applicati n is true and accurate to the best of my knowledge and understanding.
� -�..� � � �� �
Print wner's or Authorized Agent's Name(Elcctronic Signature) Date
NOTES:
1. M 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 Contractor(HIC)Program),will not have access to[he arbivation
program or guaranty fund under M.G.[,.c. 142A.Other important infotmation on the HIC Program 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 wotk is planned,provide the information below:
Total tloor azea(sq.ft.) (including garage,finished basemenUattics,decks or porch)
Gross living area(sq.ft.) � Habitable room coun[
Numtier oFfireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porohes
Type of cooling system Enclosed Open
3. "Total Project Squa�e Footage"may be substituted for"Total Project Cosf'
� \►/,
=� = RGS I ENEF�GY '
.� � �� �
�/�` CI<en PoWer.9rV4n!Savings.
Property Owner.Consent Forna
"*
` Owner: . �lr� �:v— � �Gl:✓�,c�.- f��✓��t.1'�'1
Address: d'����'`\ro� �,
Town: �q �ln'�
State: ✓ " V` �
� , Zip: � �� 7 v
. _
Phone: �' 7�,�,�� �� �"I ��
' i hereby give permission to RGS Energy and their
� ` `' • represeMatives to pull the required permits for a solar
installation on my property.
I
•- ,
. - .� � �y
Pro e Owner Date
1„ ,
a .
� -32 Taugx'onk Spur,A 12,Sioning�on,l"f 06378 j �el.H6QS35.3J70 � las 4I3.6&3.2225 ( NG�I:•nn�n caim
i .wi
• " `r.�f�(' (((+//t///I#////�I'(I��� (/ r /!!/.1,J//('�//�II��f1
; u
'�,. : , �: Office of Consumer Affairs and Busmess Regulation
� � '"! 10 Pnrk Pltva - Suite 517p
•w.s..
Bos�an, Messaciwsetu 02116
Home lmprovemeni Contrncror Registration
. Rcpf�Vullon. 182709
, 7ype• (+rtiiak CorpoteNon �
� � Ewfralton 1IBR016 T� 2J7222
AITERIS RENEWABLES INC.
MICHAEL ROTONDO '{" -
32 TAUGWONK SPUR At2 -- �
STONINGTON, Ct 08378
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� The Commonwea[th ofMassachusetts
' Department of Industrial Accidents
Office oftnvestigations �
� 600 Washington Street
Boston,MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
I Asplicant Information Please Print LeEiblv
Name(BusinessiOrga❑izacion/1ndi�id�aq: Alteris Renewables, Inc. dba RGS Enerqy
Address: 32 Taugwonk Spur Unit A-12
City/State/Zip: Stonington. CT 06378 Phone#: (86015353370
Are you an employer?Check the appropriate box: - � - Type of project(required): �
1. x0 I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New construction
employees(full and/or part-time).* have hired the sub-contractors
. 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 2 �� ❑Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition I
� working for me in any capacity. workers' comp. insurance. 9. ❑Building addition �
[No workers'comp.insurance 5. ❑ We are a corporation and its
required.] officer's have exercised their
10.❑ Elechical repairs or additions
3.❑ I am a homeowner doing all work right of exemption per MGL ll.❑ Plumbing repairs or additions
- . mysel£ [No workers' comp. � c. 152, §1(4),and we have no 12.0 Roof repairs
insurance required.] t cmployees. [No workers'
13.� Other solar panels
comp. insurance required.]
` •Any applicant that chccks box#1 mus[also fill out thc sec[ion bclow showing thcir workcrs'compcnsa[ion policy informa[ion. �.
t Homcowncrs who submit this affidavit indicating thcy arc doing all work and then hirc outsidc mntractors must submit a ncw affidavit indicating such.
� IConhactors[ha[check lhis box must attached an additional shee[showing the name of[he sub-contactors and thcir workers'comp.policy in£ormation.
I am an employer that is providing workers'compensation insurance for my emp[oyees. Below is the policy and job site �
information.
Insurance Company Name: Zurich American Insurance Co.
Policy#or Self-ins.Lic.#: WC5852405 Expiration Date: 01/01/2015
7ob Site Address: Zz Lathrop Street� City/State/Zip: Salem, MA 01970 �
Attach a copy of thc workers'compensation policy declaration page(showing the policy number and expiration datc).
Failure to secure coverage as required under Scetion 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 ORD�R and a fine
- of up to$250.00 a day against the violator. Be advised that a copy of this statement may be fonvarded to the Office of
� Investigations of the DIA for insurance coverage verificatioa �
/do here6y certi nde the pains and penalties ofperjury lhat the information provided above is true and correct.
Sienature: � �� ,Q,v{ Date: �I3`I��
Phone#: ($60)5353370
Officia[use on[y. Do not wrife in thrs area,to be comp[e[ed by city or town o�ciaL
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
IIContact Person: Phone#:
. \
�
7uly 29, 2014
To: Code Enforcement Division
From: James A. Marx,Jr. P.E.
Re: Engineer Statement for Cyr Residence, 22 Lattuop St., Salem,MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the exisdng roofing Main Roof
(one layer composition): 2"x 6"rafters at 16"o.c. with a roof span distance 10'-8",pitch '
22 deg.; for mounUng of solaz 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 Solannount rails with EcoFasten
Green-Fasten and ECO-CP-SQ Bracket with supports at 48"ma�t. spacing and securely
fastened with 5/16"dia. x 4" SS lag screws as shown on drawing A1.0. All attachments
aze staggered amongst the frazning members.The moun6ng system has been designed for
wind speed criteria of 100 mph Exp. C and ground snow criteria of 40 psf. �
The Photovoltaic system and the moundng assemblies will comply with the applicable
sections of the Residential Code and loading requirements of roof-mounted collectors.
Thereby, I endorse the solaz panel installation and certify this design to be structurally
adequate. � '
Sincerely, �7H�F
. � F°���P ��rfNc � �
2
O J�FSA.MMX.,11V. u� .
V CIVII. � � �,'
-p N0.7fi�fi5 � ''�
James A. Ma�,Jr. P°^�2.�F��'�srea�� �� / i
Professional Engineer S��avA� Ec��"'� �/�//y
MA 36365 �'bv�v
10 High Mountain Road ',
Ringwood, NJ 07456 ,
i
cc:RGS Energy
;
July 29, 2014 '
To: Code Enforcement Division
From: James A. Marac, Jr. P.E.
Re: Engineer Statement for Cyr Residence, 22 Lathrop St., 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 6"rafters a[ 16"o.c. with a roof span distance 10'-8",pitch
22 deg.; for mounting of solar panels and fheir installation will satisfy the stmctural roof
fraaung 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 48"max. spacing and securely
fastened with S/16"dia. x 4" SS !ag screws as shown on drawing A1.0. All attachments
are staggered amongst the framing members. The mounUng system has been designed for
wind speed criteria of 100 mph Exp. C and ground snow criteria of 40 ps£
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 solaz panel installation and certify this design to be structurally
adequate.
Sincerely, vrN�F
o���P M�rfy
� °s
,� �M1FSA.AAARR.JIt. m � '
O �� I
V CIVII. ~ � �., .
� � NO.dfi�&5 � i,
James A. Manc,Jr. p°�'F�Fc�sreaE° �`� ` �
Professional Engineer sPjoNn� Ec.�'`� �/u'//y '
MA 36365 r ryv
10 High Mountain Road ',
Ringwood, NJ 07456
i
cc:RGS Energy
�
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, �
PROJECT DESCRIPTION ,. ... ��,� ,, ,,,� ;N _ ., � _ � , Q oesi�NnNoo
� �`� u r, b .. .. , ....�,.w `+� ; i y� �`e � _ _ -.._, . �m.� i IVAN RIVERA IJG���"
Tt115 4.25 kW ROOF-MOUNTED PFIOTOVOLTAIC (PV) SYSTEM IS TO BE INSTALLED AT ,,� w� �r� y�,�' �°' '` ; A�� ���+�. -� •4 > ` � '�""• �
THE CYR RESIDENCE AT 22 LATFiROP ST IN SALEM, MASSACIIUSETTS. " � F " - n bap�q0p�a'�
, s s e�+^ ae, p s 'R f � �,� � � ` �QA�1�4'1poQaRa�
TFiE ENERGY PRODUCED BY TF1E PV SYSTEM SIIALL BE INTERCONNECTED WITti TF1E '� `^
UTILITI'GR1D Tt1ROUGYi Ti1E EXISTING ELECTRICAL EQUIPMENT AT Tt1E MAIN SERVICE ,,� y} 4'"� "��• 4„,,,,� �� � �+ r� SCI�ISOLI�R
PANEL. NO BATTERIES. �
< 3
...•.F.,. �' + + �. � .....s.
:, -� REVISIONS
I� " '� � ��A - �� DcSCRI?TION DA1E REV
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SHEET INDEX � �1.. � � �' _ � oR��NA� �,z�-Za�4 A
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T I .0 COVER � L --
AI .0 SITE PLAN E PV LAYOUT �� ���
A2.0 MOUNTING � RACKlNG MEi110D �`�"�t"� y~ { �, �M ""
y� � ,� � i� 3 �� I
EI .O ELECTRICALDIAGRAM ��'�� # #z'' � � ^�� " ,,�"`" � ���
" ������. ��afv.r�-+f;�t�l�,y'w"y �w.�.�,� �. �� �.n,����:,
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GOVERNING CODES .,�� m"�'�� ���� � y � � � � �� J °"'"
� � . �
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2014 NATIONAL ELECTRICAL CODE ` � �-.,4� .�"' t ° " ° * `� ` +""" . > , '
,� .�y � � Y ` ,f • �+c, � p ,� -� n " �'�^` 6 , Contractor:
780 CMR, 8th EDITION �` ,,� "�. _�� � � �» +�,�,�. � � ,�'� � �,r . ,� , ° ��I
UNDERWRITERS LABORATORIES (UL) STANDARDS *� � :�� ,, , � ` ,5 � "�+ , �:''� �° t �*w � �� I/
OSF1A 29 CFR 1910.259 l�, y �- .�.�'�e�,. �,i* t p �; *���";��,. ' '-'i . „�„,.,`�+_ _!M ; � �
��W�;wA!.. �t . .. � y �: � a �' �4 �� , r�� ,+��� i
"(,� r. . . .$w�y..,�s' y a x ` �a �� . 4p^ � . ..�„e �« � i�/r/�``�
a,r-.,�e f . ,aa.*', `� `�'�q .
�`'�-f'`� '"`� �' �'`"�"" � � ` RGS I ENERGY
SITF SPFC:IFIC:ATIC�NS . �'' � � `~ ' �"' �.",;"�""`-F : � � �� -��
gi .Fyµ�^ i �Se��4 . d� . ^ CI¢P�Fox¢i BI..HM1�SavI�FS.
OCGUPANCY: il - SINGLE FAMILY DWEL�ING nj�''�, .���m �� � T � ,,,,�„ �� , n� �,,; �' `' ��"� '��� � #
DESIGN WIND SPEED: I 00 MPH i ^�,,„3, ;'� d, � ' , ^� z RG5 ENERGY
.. �.4 �-�a � _a�<. .. �,m w ' � PROJ
F�(POSURE CATEGORY: C VIQNITY MAP Y �', 833 W 50. BOULDER RD.
GROUND SNOW LOAD: 40 PSF � ECT LOCATION LOUISVILLE, CO 80027
P 714 919 4171
� www.R65Energy.cam
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' �..��'A""a�."' . � ,��e"�t`� `�� � Pro�ect:
�' ' CYR RESIDENCE
` � . �"} �s � , '. • ��. 22 tATHROP 5T
. . , y�° -�'""h "�..� _ „�, �. " SALEM, MA O I 970
- � ,f y ,,,,�'�, < � UNIQUE JOB ID: I O I 36731 -
� � ,..: s. '�z.. -'�"�,�� .
' � '� �. , � q � Sheet T�tle=
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'`� Sheet Size:
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c-
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A� �'` � � � ".�� S EngineeringApproval:
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AERIAL MAP
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, •
� DESIGN AN�DRAFTING BY:
CONSTRUCTION SUMMARY � CONSTfZUCTION NOTES ivAN Riveru �: ,_
I .) (17) CANADIAN SOLAR C56P-250P BLACK FRAME PV MODULES, TOTAL 4,25 kWstc. I .) ALL EQUIPMENT 511ALL BE INSTALLED IN ACCORDANCE WITFi THE MANUFAGTURER'S INSTALLATION INSTRUCTIONS. pObe 4v0abe
' 2) (I 7) ENPt1ASE M2I 5-60.240-52x-IG MICROINVERTERS, TOTAL• 3.655 kW AC. 2.) ALL OUTDOOR EQUIPMENT SFIALL BE RAINTIGHT WITI1 MINIMUM NEMA-3R RATING. OCOp�edC4as
3.) (54) ATTAChiMENT POINTS @ 48" O.C. MAX. 3J ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. QQOQC+9F#RR1�a,�fq
4.) ROOF AREA: 710 SQ. FT. SCI�ISOL�I�
ARRAY AREA: 294 SQ. FT.
ARRAY COVERAGF: 41 % REVISIONS
- oEscw�rioN onre rzei
ORC-INAL .')jZ];2014 A
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Contractor: .
`��1��.�
%/'`�r.
RGS 1 ENERGY
�en�oo.e�.o.,A�,=��.�a..
392.00 in RG5 ENERGY
833 W 50. BOULDER RD.
LOUISVILLE, CO 80027
48.00 in P7149194171
www.RGSEneryy.com
O O O O O O O PV MODULE
ATTACIIMENT POINT
O O O O O O O O � Pro�ect:
� C1R RESIDENCE �
. � 22 IATYiROP 5T
O O O O O O O O O , SALEM, MA O I 970
� �� 8.�� In � 22°�PITCII � UNIQUEJOB ID: 10136731
� O O O O O O O O � Sheet T�tle:
JUNCTION BOX S(TE PLAN
0 0 0 0 0 0 0 0 � PV LAYOUT
� � � � � 0 � � � Sheet Number:
i
A I .O
' Sheet Srze:
3/4" EMT MAIN SERVICE PANEL u u
ANSI B - I 7 x I I
PV MEfER UTILITY METER
Engmeenng Approval:
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system)in module production since 2003 � • QCO80000 HSPM:The Certification for
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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) 29.2V 29.4V 29.6V 29.8V 29.9V 30.OV 30.iV
OptimumOparatingCurrent(Imp) 7.53A 7.65A 778A 7.90A 8.03A 8.17A 8.30A
Open Circuit Voltage(Voc) 36.6V 36.7V 36.8V 36�.9V 37.OV 37.1V 37.2V
. ShortCircuitCurrentQsc) 8.09A B.19A 8.34A 8.46A 8.59A 8.74A 8.87A
Operating Tempera W re -q0°C-+85C
. Maximum System Voltage 1000V(IEC)/600V(UL) �
Maximum Series Fuse Rating i 5q
� PowerTolerance +SW
Pmax ' -0.43%fC
� Vac -0.34%PC � � �
. Temperature Coefficient
e Isc � 0.065%fC
� �. " NOCT 45°C
� UntlarSlenderdTealContllllans STC ofirretllanca�of1000W1m`,s �
. ( � pacUumAMl.Santicelllampe�a�weo�25C
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CeIlType� . � Poly-crystalline
Cell Arrangemenl 60(6 x 10)
' Dimensions 1638x982z40mm(64.5x38.7x1.57in)
- Weight 20kg(44.11bs)
' FrontCover � � � Temperedglass
Frame Material Anodized aluminium al loy
StandardPackaging(ModulesperPalle[) 20pcs '
Engineering Drawings 1-V Curves (cssP-25oP)
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Canadian Solai Inc. is one of �he world's larges� solar Canadian Solar was founded in Canada in 2001 and was successfully �
� companies.As a leading vertically-integrated manufacturer listed on NASDA� Exchange (symbol: CSI�) in November 2006.
of ingots, wafers, cells, solar motlules and solar systems. Canadian Solar is on track to expand cell capacity to 700MW and
Canadian Solar delivers solar power products of moduleca acit to1.3GWin2010.
uncompromising qualiry[o worldwitle customers. Canadian P Y
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��' 1.4 QUALITYASSUR4NCE
���f B. RELATED SECTIONS Installer to be expenenced in the installation of E Stainless steel bonded washer is 302 stainless
-yk� t�+ . I.Section 07600:Flashing and Sheet Metal specifled roofng material and snowguards for no less and EPDM.
r �."�., 2.Section 07500:Roofing than 5 years in the area of the project.
�exr y t,y 3.Division I:Administrative and procedural � 23 FINISH—Mill F'misb
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� .�kr� � r�j o A.To be of inetal compatible with aluminum 289 Harrel St Morrisville,VT.05661
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SolarMount Technical Datasheet II
Pub 110818-1td V1.0 August 2011
SolarMount Module Connection Hardwar�.................................................................. 1
BottomUp Module Clip.................................................................................................1
. Mid Ciamp....................................................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware.........................:............................................3
L-Foot........................................................:..................................................................3
SolarMountBeams..........:...............................................................................................4 �
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SolarMount Module Connection Hardware
SolarMount Bottom Up Module Clip
Part No. 302000C
Washer ' Bottom Up Clip material: One of the following extruded aluminum
Bottom �t (hidden..ses . alloys: 6005-T5, 6105-T5,6061-T6
Up Clip no s�'� • Ultimate tensile: 38ksi,Yield: 35 ksi
Finish: ClearAnodized
• Bottom Up Clip weight: -0.031 Ibs(14g)
Beam Bolt ' Allowabie 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'/,"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
IApplied Load Average Allowable Safety Design Resistance
� � Direction Ultimate Load Factor, �. Load Factor,
Y �I�u ,!.
� Ibs(N) Ibs(N) FS Ibs(N) m
�'N Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662
� �.
� ` � Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441
1_�X � — . Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619
i
Dimensians specified in inches unless noted �
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SolarMount Mid Clamp
Part No.302101C,302101D,302103C,3021040,
302705D,302106D
� na^ Bolt • Mid clamp material: One of the foliowing extruded aluminum
Mid\ la e Nu alloys: 6005-T5, 6105-T5,6061-T6
ClBmp • Ultimate tensile: 38ksi,Yield: 35 ksi i
• Finish: Clear or DarkAnodized
• Mid clamp weight: 0.050 Ibs(23g)
• Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
mid clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• 'Assemble mid clamp with one Unirac'/."-20 T-bolt and one Y."-20
ASTM F594 serrated flange nut
Beam • Use anti-seize and tighten to�10 ft-Ibs of torque
�� - � • Resistance factors and safety factors are determined according to
part 1 sedion 9 of the 2005 Aluminum Design Manual and third-
party test results from an IAS accredited laboratory
J Appiied Load Averege Allowable Safety Design Resistance
I ��^���^�+�-�—�—= Direction Ultimate Load Factor, Load Factor,
�eN�� ��� -.—� Ibs�N) Ibs(N) FS Ibs(N) m
Tension,Y+ 2020(8987) 891 (3963) 227 1348(5994) 0.667
Y �_ 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,302008Q 302008D, �
� 302ao9c,3o2009D,3a2a1oC,3020ttC,302o12C • End clamp material: One of the following extruded aluminum �
alloys:6005-T5,6105-T5,6061-T6
T olt� � Ultimate tensile: 38ksi,Yield:35 ksi
Finish: Clear or DarkAnodized
End clamp weight:varies based on height: —0.058 Ibs(26g)
� d�p • Allowable and design loads are valid when components are
Semated 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'/."-20 T-bolt and one'/<"-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
Y part 1 section 9 of the 2005 Aluminum Design Manual and third-
' party test results from an IAS accredited laboratory
L�x .
Modules must be installed at least 1.5 in from either end of a beam
� �s � Applied Load Averege Allowable Safety Design Resistance
M°''""" Direction Ultimate Load Factor, Loads Factor,
���? Ibs(N) Ibs(N) FS Ibs(N) m
�va�
Y� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
� ���r,�..�.
'"`�"s` Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330
i _.
� Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555
Dimensions specified=in-inshes-unless.neted
. . • . - . • . . - - ::° UNIRACm
AIIILi14H0UPfOMPANY
SolarMount Beam Connection Hardware
SolarMount L-Foot
Part No. 304000C, 304000D
• L-Foot material: One of the following extruded aluminum alloys:6005- -
� T5,6105-T5,6061-T6
• Ultimate tensile: 38ksi,Yield:35 ksi
• Finish:Clear or Dark Anodized
• L-Poot weight:varies based on height:—0.215 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
� errated - ' ASTM F594'/a"serrated Flange nut � �
Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque
i • Resistance factors and safety fadors are determined acwrding to part
� � 1 section 9 of the 2005 Aluminum Design Manual and third-party test
Y . � results from an IAS accredited laboretory
� NOTE: Loads are given for the L-Foot to beam connection only; be
� +'�x sure to check load limits for standoff,lag screw,or other �
�-�� . attachment method � �
� �,�, Applied Load Average Safety Design Resistance
s�sorwa � 4 Direction Ultimate Allowable Load Factor, Load Factor,
�"�ON��° I Ibs(N) Ibs(N) FS Ibs(N) m
—� Slidin Zt 1766 7856 755 3356 2.34 1141 5077 0.646
{ :.oi .�_� 9, I ) ( ) ( )
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) 228 323(1436) 0.664
�
�
�__
.
�'
� • ` ' • . � . . ii°UNIRAC
A HILf I GNOUV fOMPANY
SolarMount Beams
Part No. 310132C, 310132C-6, 310168C, 310168C-6, 370168D
310208C, 310208C-8, 310240C, 310240C-6, 310240D,
410144M, 410168M, 410204M,410240M
PropeRies Units SolarMount SolarMount HD
Beam Height in 2.5 3.0
Approximate Weight(per linear ft) pIf 0.811 1271
� Total Cross Sectional Area in' 0.676 - 1.059
Section Modulus(X-Auis) � in' 0.353 0.898 � '
Section Modulus(Y-lUcis) � 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 Gyretion(X-Axis) in 0289 1.170
�Radius of Gyration(Y-Axis) �in 0254 0.502 �
SLOT f-0R T-BOIT OR SLOT FOR T-BOLT OR 1'�Z$�
�" HIX HEAD SCREW 1/"HEX Hea.D$CREW
2X SLOT FOR SLOT FOR
BOTTOM CLIP � BOTfOM CLtP � ��
�
T 3.000
}
1316 �
SLOT FOR
�"HEX BOLT O SLOT FOR 1385 .
3�" HEX BOLT I I
387� 1J_
750
1.207
Y Y 1.875
► . �
�--►X {—�►X
� SolarMount Beam SolarMount HD Beam
Dimensions specified in inches unless noted
�
1►/,
=� = RGS I ENERGY
///1``` C�ean Power.6right Savings.
July 31, 2014
City of Salem
Building Department
120 Washington Street,3=a Floor
Salem,MA 01970
Hello,
I have enclosed a building permit application,applicable fee and supporting documents
far 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, ,
`�1.��"`�`�'�
Kim Hendel
Operations Specialist �
RGS Energy
� - 32 Taugwonk Spur Road,Al2 '
Stonington CT 06375
� Ph 860-535-3370 �
- Fax 413-683-2225 � . - � .
ki mberly.hendel9 RGSener�,y.com �
32 "faugwonk Spur,n12, S[oningCon, C'I'OFi378 I [cl. 8G0.535.3370 I fax 413.683.2225 I
ILGSLnergy.com .