4 MOULTON AVE - BUILDING INSPECTION (3) � � u /
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\`�'� � The Commonwealth of Massachusetts
/�� `� Board of Building Regulations and Standards CITY OF
�j Massachusetts State Building Code, 780 CMR SALEM
� Revised Mar 2011
� Building Permit Application To Consuuct,Repair,Renovate Or Demolish a
One-or Two-Family Dwelling
This Section For Official Use Only
Building Permit Number. Date pplied:
�'!o"'" / . ✓1�-, l/l0�/
Building Official(Print Name) . Signamre Date �
SECTION 1:SITE INFORMATION !
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers
. � 4 Moulton Avenue 2� pq77
l.la Is this an accepted stree[?yes X no Map Number Parcel Number
1.3 Zoning lnformation: 1.4 Property Dimensions:
� R1 residence-no change
Zoning Dishict Proposed Use � Lot Area(sq R) Frontage(ft)
1.5 Building Setbacks(ft) n/a
Front Yard Sidc Yazds Rear Yard
Required Provided Required Provided Required Provided �
1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Intormation: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? �
- Check if yesO Municipal O On site disposal system ❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner of Record: Joanne Cou hlin
9 Salem, MA 01970
Name(Prin[) City,State;ZIP �
4 Moulton Avenue 978_771_8581 nameloc22@yahoo.com �
No.and Slreet Telephone Email Address
SECT[ON 3:DESCRIPT►ON OF PROPOSED WORKZ(check all that apply)
New Constrvc[ion❑ Ezisting Bailding❑ � Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) O Addition ❑
� Demolition � O� Accessory Bldg. ❑ Number of Units Other � Specify: solar
� . Brief Description of Proposed Work2: Installation of a 7.75kW roof mounted solar array using 31 Canadian Solar
CS6P-250P modules, 31 Enphase M215-60-2LL-S22 micro inverters,-and all associated electrical work.
SECTION 4: ESTIMATED CONSTRUCTION COSTS
� I[em Es[ima[ed Costs: �
Labor and Materials Official Use Only
1.Building . $ 7,000 1. Buildiog Permit Fee: $ Indicate how fee is determined:
2.Electrical $ 26,000 �Standazd City/Town Application Fee
❑Total Project Cost�(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4.Mechanical (FiVAC) $ List:_
5.Mechanical (Fire
Su ression $ Total All Fees: $
6.Total Project Cost: $ 33,000 Check No. Check Amount Cash Amount:
❑Paid in Full ❑Outstanding Balance Due:
MA��—,� �I�o
SECTION 5: CONSTRUCTION SERV[CES
. 5.1 Construction Supervisor License(CSL) 102054
10/6/14
Michael Rotondo License Number Expiration Da[e
� . �Name of CSL Holder
61 Gellette Road List CSL Type(see below)
� No.and Sheet Type , Description
Fairhaven, MA 02719 U Unrestricted Buildin s u to 35,000 cu.R.
— R Reshicted 1&2 Famil Dwetlin
� Cit ow , "tate,ZIP - � � M Maso
RC Roofin Coverin
1 � 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
4/6/15
Alteris Renewables dba RGS Energy � ffiC Registration Number Expiration Date �
HIC Company Name or MC Registrant 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
SECT[ON 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6))
Workers Compensation Insurance affidavit mus[be completed and submitted with this applica[ion. Failure to pmvide ,
[his affidavit will result in the denial of the Issuance of the building permit
Signed�davit Attached? Yes ..........Cf xo...........❑
SECTION 7a:OWNER AUTHORIZATION TO BE WMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Enerqy
to act on my behalf,in all matters relative to work authorized by this building permit application.
see signed authorization form attached 3 � .
Print Owner's Name(Electronic Signature) � � . Date
SECTION 7b:OWNER�OR AUTHORIZED AGENT DECLARATION
By entering my natne below,I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
�CI�
Print Owner's or Authorized AgenYs Name(Elechonic Signature) � Date
NOTES:
1. M Owner who obtains a building perntit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in Ute Home Improvement Contractor(HIC)Program),will not�have access to[he arbi[ration �
. � program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass.eov/oca Infomiation ou the Construc[ion Supervisor License can be found at www.mass.gov/d�s
2. When substanfial work is planned,provide the i�foanation below:
Total floor azea(sq.ft.) (including garage,finished basemenUattics,decks or porch)
Gross living area(sq.ft.) . Habitable room coun[
Number of fireplaces Number of bedrooms
Number of bathrooms. Number of halflbaths
Type oFheating system Number oFdecks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project CosY'
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- RGS ��ER�4'
' ''����t"�� Clnun Pownr.Bripht S�vinys.
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Property Owner Consent Form
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Owner: ��da""e C«'yh
Iddress: �' ��(+ev� A"e"
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�own:
State: �� �
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' 'Zip:
Phone: q7£f - ��� -�58�
�i hereby give permission to RGS.Energy and their
representatives to puil the required permits for a solar
installation on my property.
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P perty Owner t Date
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. Homelmprovement �ontrnctor Registmtion
- Repislro�bn. 182709
, Type• PrWBte Carporelbn .
� E.�ire1M�. �1617016 TA Y37222
AITERIS RENEWABLES INC.
MICHAEI ROTONDO
�2 TAUGWONK SPUR Al2 --- -
STONINGTON, Ct 08378 `
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.�►cosro� CERTIFICATE OF LIABILITY INSURANCE °"�,"M'°°"""",
�� tn/2ms 12/30/2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVEIY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REpRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. '
IMPORTANT: If the certifiwte holder is an ADDITIONAL INSURED, the policy(ies) mus!be endorsed. If SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certiflcate holder in lieu of such endorsement(s.
PRWUCER Lockton Companies,LLC Denver NAMEpCT
8110 E.Union Avenue PHONE ,ix .
� Suite 700 � E��� ac No:
Demer CO 80237 ADDRESS �
(303)414-6000 INSURER S AFFOROING WVERAGE NAIC p ,
INSURERA:FILSIS 0078I InsuranceCo oration 34916
iNsuneo pgeris Renewables,Inc. � n+sursert e:Z ' 'can In an 165
1344665 dba Real Goods Solar iNsunen c:Tames River In rance Com an 12203
dba RGS Ecergy � iNsuRen o:Starr Indemni &Liabili Com an 38318
� 32 Taugwonk Spuy Unit Al2
Stonington,CTOE3�H � INSURERE:
INSURER F:
COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE IISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
. INDICATED. NOTWITHSTANDING ANY RE�UIREMENT,TERM OR CONDITION OF ANY CON7RACT OR OTHER DOCUMENT WITH-RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POIICIES DESCRIBE� HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. "
MTp 7YPEOFINSURANCE �D SUBR PoLILVNUMBER MMIDDYEFF MM�DYEXP LIMITS
A GENERALLIABRIiY N N IRG200052801 1/1/2014 I/1/2015 cHoccu
X MMERCIAIGENE BIIITV DAMAGETORENTEO
PREMISESiEaa«urtence) s SOOOO
CWMSMAOE X OCCUR , MEDEXP An one erson $ (}(�{}{X
PERSONHLSADVINJURY S ��OOO�OOO
GENERALAGGREGAiE S O O
GENLAGGREGATELIMRAPPLIESPER: PROOUCTS-COMP/OPAGG $ ZO
POUCY �( JEa LOC S
B AUToxwei�uaelury N N BAPSSS2403 1/I/2014 1/1/2015
. (Ea accident) $ ]
}( ANVAUTO BOOILYINJURY(Perperson) $ �? ��
X ALLOWNED SCHEDULED BODILVINdURV Peraccitlen� $ {}(}(]{
AUTOS AUT0.5
X HIREUAUT0.S X A�NOSWNED PROPERTVDAMAGE $ XXXXXXX
$ XX�{X�{XX
C X UMBREUALIAe X OCCUR N N OOOSS724I I/U2014 1/1/2015 EACHOCCURRENCE 3 IOOOOOOO
� J( E%CESSLIAB CLAIMSMADE �00002OGO9 I/I/?OI4 1/I/201$ qGGREGATE 3 OOO
DED REfEMIONE g
B WORKE1tSCOMPENSpl10N , CST - OTM-
ANDENPLOYERS'LIABILITY ��N N WC58524(IS 1/I/2OI4 1/I/2015 X TORVLIMR ER
ANYPROPRIEfORIPMTNEWEXECUIIVE E.I.EACHFCCI�ENT E
OFFICERRAEMBEREXCLUDEDt , a N/A
�MantlabryMNN) E.L.DISEASE-EAEMPLOYEE $ 1 OOOOOO
Ifyes,desaiCa unEer
' DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICV LIMIT $ O
DESCRIPl10N OF OPERAAON51 LOLATION51 VEHICLES(Atlnch ALORD 101,AEtliGanai Ramarks Schetlule,if mare spaca ia repuind)
CERTIFICATE HOLDER CANCELLATION
� SHOUID ANY OF THE'ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
' THE EXPIRATION. DATE THEREOF, NOTICE WILL BE DELIVERED IN
, ACCORDANCE WITH THE POLICY PROVISIONS.
12688213 AUTHORIgD REPRESENTATIVE
For Evidence Only
/I �
arl�. � � IVI
ACORD 25(2010105) ine ACORD nama a�a io�,are re¢lemred�n�s otncono c 1 88-2010 ACORD CORP TION.All rights reserved
� The Commanwealth ofMassachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston,MA 02I11
� www.mass.gov/dia ;
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Apnlicant Information Please Print Leeiblv I
Name(susiness�Org�,�zacionnna���d�aq: Alteris Renewables, Inc. dba RGS Enerqy
Address: 32 Taupwonk Spur Unit A-12
City/State/Zip: Stonington CT 06378 Phone#: (860)5353370
Are you an employer?Check the appropriate box: Type of project(rcquired): I
]. x❑ 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.$ �� ❑ Remodeling
� � ship and have no employees These sub-contractors have 8. �Demolition
working for me in any capacity. workers' comp.insurance. 9. ❑Building addition
[No workers'comp.insurance 5. ❑ We are.a corporation and its �
- required.] officers have exercised their 10.❑ ElecVical repairs or additions
3.� I am a homcowner doing all work right of exemption per MGL ll.❑Plumbing repairs or additions
mysel£ [No workers' eomp. c. I 52, §1(4),and we have no 12.0 Roof cepairs "
insurance required.] t employees. [No workers' ��
comp.insurance required.]
13.❑x Other solar panels
•Any applicant that checks box#1 must also fill ou[[he scc[ion bclow showing their workers'compensation policy in£onnatiort �
t Homcowncrs who submi[[his affidavit indicating[hcy arc doing all work and thcn hirc outsidc contractors must submi[a ncw affidavi[indicating such.
=Conlracrors that chcck this box must attachcd an additional shwt showing thc namc of thc sub-contactors and thcir workcrs'comp.policy infonnation.
!am an employer[hat is providing workers'compensa[ion insurance for iny employees. Below is the policy and job site
infarmation. �
Insurance Company Name: Zurich American Insurance Co.
Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015
Job Site Address 4 Moulton Avenue 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. 152 can lead to the 'vnposition of criminal penalties of a .
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalfies 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 fonvarded to the Office of
� Investigations of the DIA for insurance coverage verification. .
- /do here6y cer[ify, nder he pains and penalties of perjury that the informatlon provided above is true and correct.
Sienatu��_�� Date "I���
Phone#: (860) 535-3370
Offieia[use only. Do not wri[e in this area,to be eompleted by eity or town o�clal .
City or Town: PermiULicense#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clcrk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
m--�--�-�..����������-..��,�,
August 29, 2014 '
i
, To: Code Enforcement Division !
From: James A. Ma�,Jr. P.E.
Re: Engineer Statement for Coughlin Residence,4 Moulton Ave., Salem,MA
- Solaz Roof Mount Installation�
I have verified the adequacy and structural integrity of the exisfing 5-E Main Roof 1 (one I
layer shingles): 2"x 6"rafters at 18"ac.,having roof slope distance 19'-6",pitch 36 'i.
deg.;for mounting of solaz panels and their installation will saflsfy the structural roof I
franung design-loading requirements of the Massachusetts building code—780 CMR �'
Residential Code 8th Ed. �.
For the installatio�of the solar mounting,the Unirac Solazmount rails will be anchored to
the rafters with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket
]ocated at 36" sp. on the center of the rafters and will be securely fastened to the rafteis at I
with 5/16"x 3 '/z"SS lag bolts as shown on drawing PV-A03. The mounting system has �
been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40
psf. All attachments aze 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. I
Thereby, I endorse the solar panel installation and certify this design to be structurally '',
I '
adequate. �
Sincerely, i
�r�OF MASS� -''I I
C
���!� y�i0 � �'�.
� ��S h M�f+X,JR. ��-N 'I
CN11. .
James A. Mazx,Jr. ° Np.9��j�' /�
Professional Engineer "0 RFGis1���o 5
MA 36365 �O"`�ss�oNr��`�
►�
10 High Mountain Road
Ringwood,NJ 07456
i.
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cc:RGS Energy I
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_ _ _���-,. � _ . . _._ �,� __
• August 29, 2014 '
�
To: Code Enforcement DiviSion '
From: James A. Macx,Jr. P.E.
Re: Engineer Statement for Coughlin Residence,4 Moulton Ave., Salem,MA ,
- Solaz Roof Mount Installaaon '
i
I have verified the adequacy and structural integrity of the existing S-E Main Roof 1 (one '
layer shingles): 2"x 6"rafters at 18" o-c.,having roof slope distance 19'-6",pitch 36 i
deg.; for mounting of solaz panels and their instaliation will satisfy the strucwral roof i
fraruing design-loading requirements of the Massachusetts building code—780 CMR '!
Residential Code 8th Ed. i�
For the installation of the solaz mounting,the Unirac Solazmount rails will be anchored to
the rafters with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket ,
]ocated at 36" sp. on the center of the rafters and wIll be securely fastened to the rafters at '
with 5/16"x 3 '/z"SS lag bolts as shown on drawing PV-A03. The mounting system has
been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40
psf. All attachments aze 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. �
i
Thereby, I endorse the solaz panel installation and certify this design to be structurally ,
adequate. �
Sincerely, ��� i
yjNOF MASS,�C 'I
P
� .5�� yiP '��
� � o` Jf3dESA.MfJ+X,18. o�� � .
_�
� m I
C1V�l.
7ames A. Marx,Jr. ° Np.'3��3�' /�
Professional Engineer '0 '�ea�s�sE�`��c�
MA 36365 �O�ssioNn�``a
�
10 High Mountain Road
Ringwood,NJ 07456
i
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I
cc:RGS Energy (
, •
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. �',,
�" FOR.CONSTRUCTION � . �����/o
Grid-Tied Photovolt,aic System RGs
DC Rating: 7.750 kW ENERGY
� � . Cieerr POAec Btlyn:Savings.
Coughlin� .JOallll@ 32Taugwonk5puqniz
4 MoUlt011 Ave F Stonginton,croea�s
� Phone(86a)535-3370
Salem, MA 01970 Fax(413)683-2225
Jurisdiction: City of Salem �R,o-T,Eo
, PHOTOVOLTAIC SYSTEM
� 7.750kW DC @ STC
Scope of Work: General Notes: - Sheet List COUGHLIN,JOANNE
RGS Energy shall install a 7.750 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the City Sheet No. Sheet Title 4 MOULTON AVE
totaling (31) Canadian Solar CS6P-250P Modules with (31) Enphase Energy Of Salem. � PV-000 COVER SALEM, MA 01970
M215-60-2LL-S22-IG Micro- Inverter(s). The Modules shall be flush mounted 2. All projects will comply with the Ordinances of the City of Salem. . Project# 10136445
on the asphalUcomp. shingle roof and interconnected via load side breaker 3. Construc6on Hours: 7am-8pm Monday-Fnday, 9am-Spm Saturday, PV-A01 SITE PLAN oEs,�HER: lan Skor
connedion. - No time on Sunday or legal Holidays. + PV-A02 MODULE LAYOUT RE,,,�R R an Ward
4. Product Data Sheets shall be included. Y
EC�Ulptfl@11t Sp2CIfICBtIOnS: 5. Rooftop penetrations shall be completed and sealed per code by a PV-A03 DETAILS �Rs���oA*E. 20'14-08-27
licensed contractor.
Module: (31) Canadian Solar CS6P-250P 6. All Photovoltaic modules shall be tested and listed by a recognized PV-A04 MATERIALS REVISIONS
Inverter 1: (31) Enphase Energy M215-60-2LL-S22-IG laboratory.
Racking: UniRac SolarMount PV-E01 ELECTRICAL DIAGRAM # BY Date Notes
Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall include UL1703, IEC61646, IEC61730.
CP-SQ-Slotted Bracket and Aluminum Flashing 8 A continuous ground shall be provided for the Array and for all PV-E02 SYSTEM CALCS 2
Photovoltaic Equipment. PV-G01 SIGNAGE
9. DC Wiring shall be run in metal conduit or raceways within enclosed a
spaces in a building. . q
N ROOf Sp@CIfICBtIOnS: �0. Conduit, Wire systems and Raceways shall be located as close as �� � 4a � ,�i� � s
o Roof 1: possible to ridges, hips, and outside walls. , � .� ,:'�
� 11. Conduit beriveen Sub Arra s and to DC Combiners/Disconnects shall
o AsphalUComp. Shingle Y e „ E �� #
(Single Layer) use guidelines that minimize the total amount of conduit by taking the � �'°� " '
2"x 6" Rafters @ 18" shortest path. J,; ," �+:�a:;�*,"_ � e AT, � �,
O.C. 12. Space Requirements for eledrical equipment shall comply with NEC �' � M�„��,�
Pitch: 36° � Azimuth: 150° Article 110. } ; �s f., . � � <
Array Size: 31 Modules 13. Equipment grounding shall be sized in accordance with Table . *°' 4�` �`'L�,� k� �� ' &�' �.<
250.122. �--�"x� � .�' � .� � "�� �, *�'��,.R
o Slt@ Sp@CIfIC8t1011S: 14. Connectors that are not readity accessible and that are used in the ; x:h`` '�': ` �4 �' ;r'" ��
� Occupancy: II circuits operating at or over 30V AC or DC shall require a tool for � �t ����,,.�o �; z W� "`�' <,aj
g Design Wind Speed: 100 MPH opening and are required to be marked"Do not disconnect under ��r � � *" . , �;
� Exposure Category: B load"or"Not for current intercupting", per 690.33 (c) &(e). �� �' �+�^' '! f-.a= ffi t� `� � ""�
m 15. All signage to be placed in accordance with local building code. `�' , � k t � >
Mean Roof Height: 15 ft . ,�. , ,' ,r � �
� Ground Snow Load: 40 PSF 16. Signs or Directories shall be attached to the electrical equipment or i �W =� „ 8 ""*
m �Adj. Roof Snow Load: 27J PSF located adjacent to the identified equipment. � � ��s �»^�"� '"� � ..�+�a� g�� '�
N 17. Signs should be of sufficient durability to withstand the environment. �4 ,��
< AII WOI'I( t0 b0 In C0111pI1811C2 WItFI: '18. Any plaques shall be metal or plastic with engraved or machine ,�, ��� `�� ' ' �. ;tt;
2014 National Electrical Code (NEC) printed lette�s, or electro-plating, in a red background with white ¢` �:�, �'i''* s � � �s .A
2009 International Residential Code IRC lettering, a minimum of 3/8"height and all capital letters. � �`� �'�` : �"4 `�
( ) � ri
20091ntemational Building Code (IBC) _ � �� " i � �
� 2012 International Fire Code(IFC) �'�
2012 Uniform Mechanical Code(UMC) "' ,�
= 2012 Uniform Plumbing Code(UPC) ,' , �
MA 780 CMR, 8th Edition � b � �k Y�� �� Not to Scale
-induding 2/4/11 revisions to Tables R301.2(4)& R3012(5) a :�, ,�,
ASCE/ANSI 7-OS Minimum Design Loads for Buildings and Other *:
Structures ""
* COVER
As amended and adopted by Ciry of Salem �"
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,
. FOR.CONSTRUCTION . �\1d�i'
„ �
. ''/a�`�
p ' EN RGY
,
. � Clean Pawor.Btlqh:£�aei�gs
32 Taugwonk Spur,Al2
� S[ongin[on,CT 06378
. Phone(860)535-3370
� Fax(413)683-2225
Utility Equipment on Exterior Wall: GRID-TIED
(E) Utility Meter PHOTOVOLTAIC SYSTEM
Utility Equipment on Interior Basement Wall: 7.750kW DC �STC
(E) Main Service Panel
(N)PV Combiner Panel COUGHLIN, JOANNE
(N)PV Productian MeterlMonitor � 4 MOULTON AVE
/ SALEM, MA 01970
/ Project# '10136445
��r oEs��NER lan Skor
R���R Ryan Ward
G/ veRsiaHon.e 2014-08-27 .
� . ��
REVISIONS
(E)Single Family Dwelling # BY Date Notes
(E)Vents (TYP) � �G
�
p
z
aa '
a a a
�
5
d
4
0
0
d �
(E) Property Line
a
d '
� (E) Driveway
x a (N) PV Array :
8 4 31 Canadian Solar CS6P-250P Modules �
m 31 Enphase Energy M21S60-2LL-S22-IG Micro-Inverters
d AsphalUComp. Shingle Roof .
m , 2"X 6" Rafters @ 18"O.C.
,� Pitch:36°
i Azimuth:150° � �
a
�
n
s
,u,E 1/8,�_ ��_p,�
. x SITE PLAN
W E
NOTE: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES / PV—AO�
FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION g
• FOR.CONSTRUCTION ' qV1B,/o
" ��/,10�
RGS
ENERGY
- . ' Cie�>Pcwor.BngM.Savings.
� 32 Taugwonk Spur,Al2
Stonginton,CT 06378
Phone(860)535-3370
. � Fax(413)683-2225 �
GRID-TIED
...................................................................................................................... qg�_3�� .......... ' PHOTOVOLTAIC SYSTEM
................................................................................................................. 7.750kW DC �STC
..
COUGHLIN,JOANNE
� ............ �p�� 4 MOULTON AVE
SALEM, MA 01970
� 1'-44' _ Project# 10136445
� q oEs��HER lan Skor
a��Ea Ryan Ward
[
, .....1l...E... .... . .
i .Z11 � ...... 6 . .._. . . .�. --- veevoNoare 2014-0&27
.............. 'i
- � �� REVISIONS
�� � . # BY Date Notes
� .. i
19�_6„ . � ,..... �,_4�� .
z
...E...` .... � -
3
:
m : . Z�r I ��.Cj3- . 2�� 5
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m ._ .. . _ ' _. __ _ . .. . _ _._ _ . . _ . ___ __ _ .. . ._ . . ._ . . . . __
s
m
= UniRac SolarMount Mounting Notes:-- � - - �- - ----- - -�� - --- � � � -� - - � � - - - - � - � � �- - - � �
.LL _ .. _.. _.. . _ _
i �• Total Quantity of Attachments=84 �
a • Roof Zones are defined by dimension, a= 3.0 ft. � PV ARRAY 1 -MECHANICAL LOADS
• Maximum Allowable Cantilever for UniRac Rail is%3 the Maximum Rail Span Array Area: 551.3 ft' Total Photovoltaic Dead Load: 3.18 psf �
• Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten Array Weight: 1752.5 Ibs Avg. Dead Load per Anchor: p0.9 Ibs
with CP-SQ-Slotted Bracket and Aluminum Flashing attached with 5/16"x Anchor Qty.: gq-
0 3-1/2" Lag Bolt, Hex Head, 1&8 SSs
m • All Dimensions shown are to module edges, including 1 in. Spacing behveen Design Values by Roof Zone: Comer Egde Interior
� Modules required when using the Top Clamp Method. Max. UniRac Rail Span: 60 in.O.C. 60 in. O.C. 60 in. O.C.
• The SolarMount Rails will extend 2-1/2 in. beyond the Module Edge in order - - - - - - - ---
to support the End Clamps. Max. UniRac Rail Cantilevec 20 in. O.C. 20 in. O.C. 20 in.O.G ��� 3/16"= 1'-0"
UniRac requires one thermal expansion gap(6 in.)for continuous sections of ' Adjusted Anchor Span: 36..in.:,O:C: 36 in_ O..C_ 36..in,:.O..C:
� rail greater than 40' in length Downforce Point Load: 2gg 4 Ibs 299 4 Ibs 299,a�bs,_ �, MODULE LAYOUT
�
• Array Installed according to the UniRac SolarMount Code-Compliant � � Uplik Point Load _�50.4 Ibs 150.4 Ibs 126.2 Ibs �
Installation Manual vec 227.3, Pub 110616-1cc, June 2011 Minimum Anchor Strength: 707 Ibs
• Attachment Locations, If shown, are approximate. Final adjustment of Average Safety Factor: 5.23 PV-AO2
attachment location may be necessary depending on field conditions. All �,
attachments are staggered amongst the framing members. s
I �• FOR CONSTRUCTION • �I �e��//o
�
� Ground WEEB 8 ���1���
Module Clamp RU'S
Unirac Solarmount E N E RGY
• S 5oP Railw/L-foot e�a:;oaowd;.t��yn:�=im9�. ,
6P 2 Eco-Fasten 3z Taugwonk spur,niz
G . � Stanginton,CT06378
Sh\ng\e Green-Fasten With CP-SQ-Slotted chone(seo)53s-33�o
• �omp Module (TYP.) —__ Brecket And Aluminum Flashing Fax(ais�5a3-zzzs
p,sPha�� �g' �G� Rooftop / 5/16"x 3.5'S.S. Lag Bolt GRID-TIED
Z�X6 �a�ets @ �G Sealed wlnApp o ed Sealant PH0.7O kW DC SSTCEM
1a� �
RaNe�s @ COUGHLIN, JOANNE
� Z X6 � 4 MOULTON AVE
SALEM, MA 01970
Project# 10136445
1 Attachment Profile 2 Attachment Detail oEs���Ea �anSko�
Scale: 3/4" = 1'-0" Scale: 1" = 1'-0" R��R Ryan Ward
� veasior+onr e. 2014-08-27
20" Mex 1�57� ��� � I REVISIONS
Roof Framing PV Module Rail Overhang --1 r-- 35.7 in.�i
# By Date No[es
� MounOn9 �� � 1
Landscape: N/A ��ie� � q 2
Roof Anchor ; � Portrait: —12.8 in. �
& Flashing �J �� T a
Canadian Solar q
Landscape: N/A . CS6P-250P
Anchors located Portrait —39.0 in. 64.5 in. . s
� on altemate roof �; �
o framing members � 1 -
A
36" Max � ' �� T
µ 4 Anchor Spacin SolarMount Rail �
Sta ered Attachment Detail T �B ~ � B~
— 3 � � Dislance from Module Corner� ' - � � �
Not to Scale Minimum Mabmum
x Long Side,A 9.4 in. 16.1 in. ',
S � Short Side',8 N/A � N/A l � . ,. �
m - , • ' '7op-Clamps CANNOT 6e used on the Short .
�
. - - Sides o/the Module ��
LL _ zo° m� ��� UL Approved Mounting Locations
a Rail Splice Rail Overhang , J Not to Scale
� - WEEBLug SS Washer
. � Module Frame Ground Wire &Nut
� . SS Bolt � Unirac Rail
� SS Bolt �
� Nib �
Unirac
U�C-t °" VARIES
Stagger splice locations Min of 2 supports SS Flat
within the each row of modules on either side of splice Washer �5 Bon DETAILS
with a max spacing of 60" Unirac Rail
� Rail S lice Detail 6 Groundin Cli & Module � Groundin Lu & Rail PV-A03
�� NOt t0 SCdIB Not to Scale . Not to Scale
�
% �
' ��� CanadianSolar
� .
� � � � � � -
I � 1
� � �. On-grid Module
. � � ! CS6P is a robust solar module with 60 solar
i � cells.These modules can be used�or on-grid , �
, • ' solarapplications.0urmeticulousdesignand
� ' � -� � � ��� -� -�� ����� - � production techniques ensure a high-yield,
�� � long-termperformanceforeverymodule
t._ _ . _ ._.__ . .. . _ . _ _ _ . . . _ .. produced.0urrigorousqualitycontroland
, ,... , _ . _ _,�:, _ ,_ � _ in-house testing facilities guarantee Canadian .
� � Solar's modules meet lhe highest quality
� standards possible.
, Key Features
• ToprankedPVUSA(PTC)ratinginCaliforniaforhigher Applications
- energy production
. On-grid residential roof-tops
� • 6 years product warranty(materials and workmanship); • On-grid commercial/industrial roof-tops
25yearsmodulepoweroutputwarranty . • Solarpowerstations.
. Other on-grid applications
�� • Industryleadingplusonlypowertolerance:+SW(+2%)
� • Strongframedmodule,passingmechanicalloadtest , QU81ifyCBftIfIC8Y8S � �
of 5400Pa to withstand heavier snow load �
. � � • IEC 61215, IEC 61730, IEC 61701,UL1703,
� CEC Listed,CE,KEMCO and MCS
�� • Ultra reliable in corrosive atmosphere,verified by .
� IEC61701 "Salt Mist Corrosion Testing" � � • IS09001:2008:Standards for quality
� � managementsystems
• The 1 st manufacturer in the PV industry certified tor � • ISO/TS169492009:The automotive quality
� � ISO:TS16949(The automotive quality managemeM � management system �
� system)in module production since 2003 � I • oC080000 HSPM:The Certification for
� � HazardousSubstancesRegulations
' • 15017025 qualified manufacturerowned testing lab, j.
� ° (ully complying to IEC,TUV,ULtesting standards �
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CS6P-220/225/230/235/240/245/250P
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
OpfimumOperatingVoltage(Vmp) 29.2V 29.4V 29.6V 29.BV 29.9V 30.OV 30.1V
Optimum Operating Curren[Qmp) 7.53A 7.65A 778A 7.90A 8.03A 8.17A 8.30A
, OpenCircWtVoltage(Voc) 36.6V 36.7V 36.BV 36.9V 37.OV 37.iV 37.2V
� ShorlprcuitCurrantpsc) 8.09A 8.19A 8.34A 8.46A 8.59A 874A 8.87A
Operating Tempereture .4o°C^+85°C
� Maximum System Voltage � � 1000V QEC)/600V(UL)
- Maximum Serles Fuse RaHng 15A
PowerTolerance •SW
j ' Pmaz •0.43%fC
�a TemperetureCoetficlent Voc •0.34%fC � �
� Isc� 0.065°hfC
�f � NOCT 45C
A . UntlarStandartlTaetContllllona(STC�oilrretllenceof1000W1m',apedmmNMl.5enEcelltempemluraalYSC
� Mechanical Data
��. CeIlType Poly-crystalline
�� CellArrengement ' 60(6x10)
� Dimensions 1638x982x40mm.(64.5x38.7x1.57in)
� Weight 20kg(44.1 Ibs) �
' FrontCover Temperedglass '
Frame Material Anodized aluminium alloy
. S�andardPackaging(ModulesperPallet) 20pcs �
Engineering Drawings I-V Curves (cssP-25oP)
71 _ '. . . 9 � . . . ... . '
ae1 �� N $ �
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About Canadian Solar
Canadian Solar Inc. is one ot lhe worid's larges[ solar Canadian Solarwas founded in Canatla in 2001 and was successfully
companies.As a leading vertically-integra[ed manufacturer listed on NASDAQ Exchange (sym6ol: CSIQ) in November 2006.
of ingots, waters, cells,.solar motlules and solar systems. Canadian Solar is on treck [o expand cell capacity [0 700MW and
Canatlian Solar delivers solar power produc[s of moduleca acit to1.3GWin2010. �
uncompromising quality to worldwide customers. Canadian P Y � �
Solar's worid class team of professionals works closely with �
our customers to provide them with solutions for all their I
solar needs. �
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�*N�' r Specifications
� >. � 'F�} �`�� PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be
��j�� A. Submit manufadurers written specifcations. compatible with chosen roof application and
1.1 SUMMARY . B. Submit standard produd cut sheets. meet specifed pull out values as shown in load
' � A. WORK INCLUDES C. Submit installation instructions. test data.
I. GreenFasten solar attachment bracket that D. Submit product specifc load test data,showing C. Base flashin is.032 au e aluminum embossed
�� '� attaches directly to the roof deck ultimate and allowable load values. � to atcept EPDM bushing.
�r 2. Provide appropriate bracket and fasteners
i � , �f�� for the roof ryrtem. 1.4 QUAUTYASSURANCE D. Bushing is EPDM.
, I, B. RELATED SECTIONS Installerto be experienced in the installation of E Stainless steel bonded washer is 302 stainless
� ^� ��� � I.Sedion 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less and EPDM.
�,� �� a!+' 2 Section 07500:Roof ng than 5 years in the area of the projed:
`� r 'i � 3.Division I:Administrative and procedural � 13 FINISH Mill Finish
� � � requirements I.5 DELIVERY l STORAGE-/HANDLING �
�� ��,'�, a . A. Bracket is mill fnish aluminum
t �} � ,� � - 4 Diwsion7:Thermal and Moisture Protection Insped matenal upon delivery Notify manufacturer
��*�'���j° ��' within 24 hours of any missing or defective items.Keep B� B�e flashing(choose one)
, , � 1.2 SYSTEM DESCRIPTION matenal dry,covered,and off the ground until installed. I.Mill Finish
���` �� 4 � � �, A. COMPONENTS:
� " '��� w I. GreenFasten s stem consists of aluminum 2.Black�kynar painted
" a� � � v Y PART 2 - PRODUCTS
' � r(�}i b �N a flashing with integral EPDM bushing and one 3.Dark Bronze- kynar painted
jy����w.. v bonded stainless steel and EPDM washer. z � M,qNUFACTURER
� �i}�� ��n v 2. Fasteners �
� EcoFarten Solar PART 3 - EXECUTION
�'. � A.To be of inetal mmpatible with aluminum
;� � �rs i,p" 0 289 Harrel St.Morrisville,VT 05661 . �
, r ��' r GreenFarten components.
��� t o (877) 859-3947 3.1 EXAMINATION -
, � q a B.Fasteners should be seleded for ��,�..ecofastensolar.com. A. Substrate:Inspect strudure on which brackets
i � TM �p ^�`�� �', compatibility with the roof deck
v are to be inrtalled and venfy that it will withstand
�r t ': R 0 � s CFas[ener strength should exceed or be equal z z_ M,qTERU1LS �
� ��'�' ���� 4,�� g to that of the allowable load of the system. . any additional loading that rt may incurred.Notify
i r�. � A. Attachment Bracket General Contractbr of any defciencies before
� v See test data at www.ecofastensolar.com 6000 Series Aluminum (choose one)� ' installing EmFasten Solar brackets.
��'��j � .} "''�� 3. Sealant(if required by roof manufadurer):
'"� � � � I F-I I I B. Venfy that roof ng matenal has been installed
E to be roof manufacturer a roved.
t��"�i' � � � � v PP . 2 L-101-3" correctly pnorto installing solar attathment brackets. -
y,�� �� ' � 4. Aluminum attachment bracket - 3. L-102-3" �
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� �� '4 ,�'r� °; 4. CP-R � 3.1 INSTALLATION
� '❑ ,r� B. DESIGN REQUIREMENTS:
/ i� � °' S. CP-5 A. Comply wrth architedural drawings and
�ry �n I. Bracket spacing to be recommended by Q ro ect en ineers recommendations for bcation
�,i. � � `� 6. SL-102-6" P 1 S
�' � projecf engineer.
�' -� '� 7. Z-101 of system.Comply with Manufacturers written
y� � � 2. Install a minimum of one fastener assembly
�`� � � � � 8. Custom inrtallation instructions.for installation and layout.
� �i y� � 3. It is important to design new strudures or .
� ��',� y t
�y N assess exirting strudures to make sure that
� �,� A � 1F � they can withstand retained loads.
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�, ' �1 �� � '�� $ _ Spruce,Pine,Fir .42 205 Depch .
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. . . . - . • . . - - ::UNIRAC
� . A HILI I GFOVP I OMV�NV
SolarMount Technical Datasheet
Pub 170818-7td V7.0 August 2017
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Ciip.................................................................................................1
MidClamp ....................................................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot...........................................................................................................................3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware
SolarMountBottom Up Module Clip
Part No. 302000C
�Washer ' Bottom Up Clip material: One of the following extruded aluminum
eottom Ut �hidde�..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 ' Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
UN�R,4C documents
• Assemble with one Y."-20 ASTM F593 bolt, one Y<"-20 ASTM F594
serrated flange nut, and one Y:'flat washer
• Use anti-seize and tighten to 10 ft-Ibs of torque
M . • 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
Applied Load� Average Allowable Safety Design Resistance
I � Direction Ultimate Load Factor, Load Factor,
Ibs(N) Ibs(N) FS Ibs(N) m
Y � �±' Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662
�' -•} '
� Transverse,X± ��pg(5019) 329(1463) 3.43 497(2213) 0.441
�-�.ao
�....�X �� Sliding,Zt 66(292) 27(119) 2.44 41 (181) 0.619
Dimensions specified in inches unless noted - .
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. . . . - - - :e°U N I RAC�
. . . .
niuerieaaunron�cnmv
SolarMount Mid Clamp
� Part No.302701C,302101D,302103C,302104D, � �
302105D,302106D �
�' � � • Mid clamp material: One of the following extruded aluminum
Mid` la e Nu Bolt alloys:6005-T5,6105-T5,6061-T6
Clamp • Ultimate tensile: 38ksi,Yield: 35 ksi
• Finish: Clear or Dark Anodized
• Mid clamp weight: 0.050 Ibs(23g)
• Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
mid clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble mid ciamp with one Unirac Y:'-20 T-bolt and one Y."-20
� ASTM F594 serrated flange nut
Beam • Use anti-seize and tighten to 10 ft-Ibs of torque
� � • Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third-
party test results from an IAS accredited laboratory
Applied Load Average Allowable Safety Design Resistance
'�0°°�TT""�"'``-' Direction Ultimate Load Factor, Load Factor,
eenvEen�rooincs i �
� � l,� --- Ibs(N) Ibs(N) FS Ibs(N) m
4 Tension,Y+ 2020(8987) 891 (3963) 227 1346(5994) 0.667
Y I � � � Transverse,Zt 520(2313) 229(1017) . 2.27 . 346(1539) 0.665
� ' - Sliding,Xt 1194(5312) 490(2179) 2.44 741 (3295) 0.620
l_�'X
Dimensions specified in inches unless noted �
SolarMount End Clamp
Part No.302001C,302002C,302002D,302003C, '
3020030,302004C,302004D,302005C,302005D,
302006C,302006D,302007D,302008C,302008D,
302009C,302009D,302010C,302017C,302012C • 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 DarkAnodized
// • End clamp weight:varies based on height: -0.058 Ibs (26g)
� dri Clamp • Allowable and design loads are valid when components are
Serrated assembled acwrding to authorized UNIRAC documents
Flange Nut • Values represent the allowabie 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 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
y paR 1 section 9 of the 2005 Aluminum Design Manual and third-.
� party test results from an IAS accredited laboratory
j��X • Modules must be installed at least 1.5 in from either end of a beam "
i �s � Applied Load Averege Allowable Safety Design Resistance
fNIXIMUM�
� Direction Ultimate Load Factor, Loads Factor,
-c-- ---�
,E,r,,, ��-��— Ibs(N) Ibs(N) FS Ibs(N) m
V�g � ��� � Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
4VIYN
T"`�" 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 specifle4in-inshes�uAless-�eled
. . . . - . • . . � - ::UNIRAC9
A HILiI 6NOlIP CAMN�NY
SolarMount Beam Connection Hardware
SolarMount L-Foot
Part No. 304000C, 304000D
, • L•Foot material:One of the following extruded aluminum alloys:6005-
T5,6105-T5,6061-T6
• Ultimate tensile:38ksi,Yield:35 ksi
• Finish: Clear or Dark Anodized
• L-Foot weight:varies based on height:-0.215 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
. � enated ASTM F594'/a'serrated Flange nut
� Flange Nu � •Use anti-seize and tighten to 30 ft-Ibs of torque
I • 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 onty; be
�x sure to check load Ilmits for standoff,lag screw,or other
-•�• attachment method
' �,�� Applied Load Average Safety Design Resistance
ttaorwa�� ( Direction Ultimate Allowable Load Factor, Load Factor,
���� �' Ibs(N) Ibs(N) FS Ibs(N) m
� r
=,p, _ 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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• � • • . . . . :e�U N I RAC�
n mm cuour mMrnrvv
SolarMount Beams
Part No. 310132C, 310132C-B, 310168C, 310168C-6, 310168D
310208C, 310208C-6, 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) plf 0.811 1271 .
Total Cross Sectional Area in' . 0.676 1.059
Section Moduius(X-lUcis) 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 0267
itadius of Gyration(X-Axis) in 0.289 1.170
Radius of Gyration(Y-Axis) in 0254 0.502
„+fr S �8-.�
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SLOT FOR T-BOLT OR 1.728
1�„ - SLOT FOR T-BOLT OR . .
4 HIX HEAD SCREW 1/a"HEX HEAD SCREW �
2X SLOT FOR SLOT WR
BOTTOM CLIP 2,500 B07TOM C�iP �
, � ' 3.000
1.316 �
SLOT FOR
3�8" HEX BOLT � SLOT FOR 1.385
. I 3�" HEX BOLT I I
387� j_L
750
i.zm
y 1, 1.875
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SolarMount Beam SolarMount HD Beam
. Dimensions specified in inches unless notad
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