14 HEMENWAY RD - BUILDING INSPECTION (5) � I c�N ro7
' �
The Commonwealth of Massachusetts '
� � Board of Building Regulations and Standazds CI1'Y OF
Massachusetts State Buflding Code,780 CMR SALEM
Revised Mar 2011:.t
Building Pemiit Application To Construct,Repair,Renovate Or Demolish a � ;�:
;� One-ar Two-Pamily Dwelling �' ; �
` " . ` This Secpon For Official Use Only ` c-r ",7 y
N �w� �r
Building Permit Number: D te Applied: ' ^„�,� ,
+.+ -!� �. . ,- � � ,`�i,- s
� �� ' . ^`; . �"ry � Z.t.` � �(���� 6 ?'�"�k' t
� Bmlding OfLcial(Pnnt Name) , �Signature ' - , Date
�" :SECTION 1:SITE INFORMATION `>`'
� , �, ;;
1.1 Properry Address: 1.2 Assessors Map&Parcel Numbers �'
� 14 Hemenway Road 32 0404
L1.1 a Is this an accepted street?yes X no Map Number Parcel Number
� 13 Zoning Information: 1.4 Property Dimensions:
R1 residence-no change
Zoning District Proposed Use Lot Area(sq ft) Fmntage(ft)
1.5 Building Setbacks(ft) Na
Front Yard Side Yards Reaz Yard
Requiled Provided Required Provided Required Provided
1.6 Water Supply: (MG.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
PubGc❑ Priva[e❑ Zone: _ Outside Flood Zone? Municipal 0 On site disposal system ❑
Check if yes❑ .
: SECTION 2c PROPERTY OWNERSHIP� '
2.1 Owner'of Record:
Edward Mansfield Salem, MA 01970
Name(Print) City,State,ZIP
14 Hemenwav Road 978-744-5176 mansfiei@comcasLnet �
No.and Street Telephone Email Address �
' ' = SECT'ION 3i DESCRIPTION OF PROPOSED WORKZ(check all that apply) '
New Construcuon❑ Existing Building❑ Owner-Owupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Uniu Other � Specify: solar
Brief Description of Proposed Work2: Installation of a 2.SkW roof mounted solar arrav usina 10 SolarWorld SW260
modulec_ 10 Enohac=M?50.60-2LL-S22 micre inverters and^II^eeo i^ted I ctri ^I - rk Thie i�^n ^ddition to^n
Afl B3EI6fl{iQ 2ff2j'.
` SECTION 4i ESTIMATED CONSTRUCTION:COSTS �
Item Estimated Costs: Official Use Only
abor and Materials
1. Building $ 3 000 1. Building Permit Fee. $ ' Indicate how fee�s determined:
O Standard City(Town Application Fee
2.Electrical $ ❑Total Project Cost3(Item fi)x multiplier ,� x
3.Plumbing $ 2, pther Fees: $
4.Mechanical (HVAC) $ List
5.Mechanical (Fire $ ''
Su ression
Tobl All Fees: $ - ` �" � -.. "
Check No: •Check Amount: Cash Amount:
6. Total ProjeM Cost: $ 11,000 ,❑paid in Full �Outstanding Balance Due.
MAi�.�'T> � �aLT�"2� S 1 O�Z�
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 101487 11/7/16
1 Ga Beals
�Y License Number Expiration Date
Name of CSL Holder
List CSL Type(aee below)
61 Tumpike Road
No. and Street Type Description
Ashby, MA 01431 U Unrestricted Buildin s u to 35 000 cu.ft.
R Restricted 1&2 Famil Dwellin
Ci owq SU G IP M Maso
RC Roofin Coverin
WS Window and Sidin
SF Solid Fuel Buming Appliances
978-855-8568 gary.beals@rgsenergy.com I Insulation
Tele hone Email address D Demolition
5.2 Registered Home Improvement Contractor(fIIC) 162709
4/6l17
Alteris Renewables dba RGS Energy HIC Registrauon Number Ei.pimtion Date
HIC Compaay Name or HIC Regisvant Name
106 Route 32,Suite 10 kimherly.hendel@rgsenergy.com
No.and Street Email address �
NoAh Franklin CT 06254 860-5353370
Ci /Town, State,ZIP Tele hone
SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failwe to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed�davit Attached7 Yes _........ C� No........... ❑
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMTP
I,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Energy
to act on my behalf,in all matters relative to work authorized by this building permit application.
� � see sianed authorization fortn attached �3
� Print Owner's Nazne(Electronic Signature) Date
SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION
By e ring my name below,I hereby attest under the pains and penalties of pequry that all of the infocmation
con in in thi a plication is true and accurate to the best of my knowledge and understanding.
c13 �� _
� Y Own r's or thorized AgenPs Name(Electronic Signahue) Date
NOTES:
1. An bwner who obtains a building pemtit to do hislher own work,or an owner who hires an unregistered wntractor
(not registered in the Home Improvement 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 Program can be found at
www.mass. ov/oca Infoanation on the Construction Supervisor License caa be found at www.mass.eov(dps
2. When substantial work is planned,provide the information below:
Total floor azea(sq. ft.) (induding garage,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 system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
� �,,���,� R.GS ���RUY
i����.��1.�` Ctean Po�.�er.�ngv�i S�v�n�s,
Property Owner Cansent form
Owner: � (�J4� � - d!(�.(�v�tL=Z,.�
Address: �� t�t��1��(�y �
Town: .S� L�/,�//
State: ��-
z�p: D� R �
Phone: q7��7S��'" � 7�
I hereby give permission to RGS Energy and their
representatives to pull the required permits for a solar
installation on my property.
�f a'�
� U��
roperty Owner Date
� i2Tuugw4nk5pur.AV�,Stoningiun.Cl Ufil7X { lel &fi(ISiS337Q I f'a�9I3683�a2i��. gr-n,. - . �
, Massachuaeffs- Department of Public Safefy ` � � �` �_ � *
Soard af Buitding Regula2ions a�rf SYanc3arr3s
C'oastrasti�an Sugen�n�sr �� ��s�`5S�&�`fIL�:+�s t"�'S �IC'E�S�
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license: CS-'F01487 x'� � . '��
, �:. ,t � ,_ �... +�
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�'- " - Office of Consumer Affairs �nd Business Regulation
10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
,_ :� - . . =�
� � ; Registration: 162709
�, °P� �=-,� = Type: SupplemeM Card
ALTERIS RENEWABLES INC. " �--="h F t� `-'�� , Expiration: 4/6/201�
GARY BEALS � ' '� ~ ---- --
208 RACE ST SUITE 201 ` ��� ;, �*r _ _____
HOLYOKE, MA 01040 " � 3':X�`=-:+' �
. y. . ., y .. . ______
' + t ��s . Update Address and return card.Mark reason tor chenge.
r
sca i G zoM-ovii C�� Address (� Renewal u Employment � Lost Card
...�. ..� �%�r�nlluatiutJra✓(�nj>'��ir.l;nr�i�.K'(1r 'ti--.y,___. _..r. _ . .. _._,....«.,__ _. .. ._ ._.._._.. . . _— -.
�((ice oSConsumer Affairs& Busmess Regulation License or registretion valid for individul use only
� ��'"" ' ME IMPROVEMENT CONTR4CTOR before the expiration date. lf found remrn ro:
����- � �� ' OfTiceotConsumer.lffairsandBusinessRegulation
Registration: �62709��� Type: 10 Park Plaza-Suite 5170
Expiretion: 4/6I2017 SupplemeM Card � Boston,�IA 021 f6
ALTERIS RENEWABLES INC: � �
R('iS ENERGY - �
GARY BEALS ,
208 RACE ST SUITE 201 .��,..cr�-�„�F-•�—�
HOLYOKE, MA 01040 Undersecreta � ��
ry � ot without signature .
� The Commonwea[th of Massachusetts I
. Department of Industrial Accidents ',
Office of Investigations
600 Washington Street
Boston, MA 02111
www.massgov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Aaolicant Information Piease Print Le¢iblv
Name(B❑siness/Organizat�on/inaiviauaq: Alteris Renewables Inc. dba RGS Energy
Address: �06 Route 32, Suite 10
City/State/Zip: North Franklin, CT 06254 Phone #: (�0)425-5282
Are you an employer? Check the appropriate box: Type of project(required):
1. x❑ I am a employer with 320 4. ❑ I am a general contractor and I 6. ❑New construction
employees(full and/or part-time)." have hired the sub-conVactors
2.❑ I am a sole proprietor or paMer- listed on the attached sheet.S � ❑Remodeling �I
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for me in any capaciry. workers' comp. insurance. 9. �Building addition '
[No workers' comp. insurance 5. ❑ We are a corporation and its
required.]
officers have exercised their 10.❑Electrical repairs or additions
3.❑ I am a homeowner doing a11 work rig1�t of exemption per MGL 11.❑ Plumbing repairs or additions
mysel£ [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs
insurance required.] t employees. [No workers' 13.0 Other solar panels
comp. insurance required.]
'fury applicant tAat checks box k l must also fdl out the section below showing their workers'compensation policy infortna[ioa ��
t Homeowners who submit[his affidavit iudicating they are doing all work end then hire oufside confrac[ors must submi[a new affidavit indicating such.
sContrac[ors tk�e[check tltis box must attached an additional sheet showing lhe name of the subconVactors and tt�eir workers'comp.policy infocma[ion
1 am an employer that is providing workers'compensation insurance for my employees. Below rs the po&cy and job site
information.
Insurance Company Name: Zurich American Insurance Co.
Policy#or Self-ins.Lic.#: WC5852405 Expiration Date: 01/01/2016
Job Site Address: 14 Hemenway Road City/StatelZip: Salem, MA 01970
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. I52 can lead to the imposiuon of criminal penalties of a
£me 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 violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for inswance coverage verification.
I do hereby certif under the pains and penalties of perjury that the injorma6on provided above is true and correcL
Sianatur��dn� Date: S I�I�V
Pho�e#: (860)425-5282
Offrcial use only. Do not write in this area,to be completed by city or town offuial.
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.Cily/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contaet Person: Phone#:
�
Optimize Engineering Co., LLC
P.O. Box 264•Farmville•VA 23901
Ph: 434.574.6138•E-mail: grichardpe@aol.com
Richard B. Gordon, P.E.
President
March 22, 2016
Salem Building Department
Salem, MA
Re: Solar Electric Panels Installation
To Whom It May Concern:
I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts.
The Solar Photovoltaic System installed at the residence of Michael Kehoe. 393 Jefferson
Ave. Salem. MA is installed as per manufacturer's requirements-specifications, and is in
compliance with all applicable laws, codes, and ordinances, and specifically,
International Residential Code/ IRC 2009 and with Massachusetts Amendmenfs, 2014
NEC, and 2012 ICC Energy Code, and will perform as designed. All penetrations and
racking are accomplished per town approved-released drawings and roof is adequate to
hold the modules/solar system. This project is acceptable for�nal approval.
� Very truly yours, ��.,y����,. �
O t mrze En ineerin Co. LLC ,. H nn '�`4
p 9 9 � � q
..�� ���� Ss '
_.� �J' F' -^�9oy -';
` ' � �G
� � RICHARD B. m �
� � � � GORDON � :.
.� V MECHANICAi � ��
Richard B. Gordon, P.E. uO d9993
Massachusetts P.E. License No. 49993 �� , �, '`�c,srtiR���/``�
CIVIL, MECHANCIAL, & ELECTRICAL ENGINEERING w, s��,�NA`���: •
.q �
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July 11, 2014 �
To: Code Enforcement Division �,
1
From: James A.Marac,Jr. P.E. �
�
I
Re: Engineer Statement for Mans6eld Residence, 14 Hemenway Rd., Salem, MA �
- Solar Roof Mount Installation !
�
I have verified the adequacy and struciural integrity of the exisfing roofing Main Roof 1 I
(one layer composi6on): rough-cut 2"x 9" rafters at 18"o.c.,with mof siope distance j
approx.l7'-2" with rafter span 11'-4",pitch 27 deg.;Main Roof 2(membrane):rough-cut !
i
2"x 9"rafters at 18"o.c.,with roof slope distance 9'-11",pitch 0 deg.;Main Roof 3 (one I
layer composition): rough-cut 2"x 9"rafters at 18"o.c.,with roof slope distance �
approx.l7'-2",pitch 26 deg.; for mounting of solar panels and their installation will
satisfy the struch►ra1 roof framisig desi8n-loading requirements of the Massachusetts �
building code—78Q CMR Residential Code 8th Ed.
For the installation of the solar mounting for Main Roof 1 and Roof 3,the Unirac
Solarmount rails with EcoFasten Green-Fasten and ECO-CP-SQ Bracket with supports at I
36"max. spacing and securely fastened with 5/2 6"dia. x 3 'h"SS 1ag screws as shown on
drawing PV-A04. All attachments are staggered amongst the &aming members. For the i
installation of the solar mounting for Main Roof 2, the 35 deg. tilted Unirac Solarmount �
rail assembly will be securely fastened with EcoFasten EC)-65 Plate with F-202 bracket i
and fastened with 8 #14 SS screws as shown on drawing PV-A05. The mounting system �
has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of j
40 psf.
The Photovoltaic system and the mounting assemblies will comply with the applicable �
sections of the Residential Code and loading requirements of roof-mounted coilectors. �
I
T'hereby, I endorse the solar panel installation and certify this design to be struchually �
adequate. (
Sincerely, o����tH oF n�S�c�G
� JAMES A.MMX,1R ��
U GVI�_ m �
James A. Marx,Jr. No.,s�s
Professional Engineer �'�Fr,�s��a�o
MA 36365 S,sro,vn��' '�e� 1� i
10 High Mountain Road
Ringwood,NJ 07456
cc:RGS Energy
i
�
�
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• f
July 11, 2014 f
To: Code Enforcement Division
From: James A.Marx,Jr.P.E. ,
i
Re: Engineer Statement for Mansfield Residence, 14 Hemenway Rd., Salem,MA j
- Solar Roof Mount Installation !
;
�
I hzve verified the adequacy and structural integriTy of the exis6ng roofmg Main Roof 1 I
(one layer composition): rough-cut 2"x 9"rafters at 18"o.c.,with roof slope distance �
approx.l7'-2"with raRer span I 1'-4",pitch 27 deg.; Main Roof 2 (membrane): rough-cut
2"x 9"rafters at 18"o.c.,with roof slope distance 9'-11",pitch 0 deg.; Main Roof 3 (one
layer composition): rough-cut 2"x 9"rafters at 18"o.c.,with roof slope distance �
approx.l7'-2",pitch 26 deg.; for mounting of solar panels and their installation will
satisfy the structural roof framing design-loading requirements of the Massachusetts
building code—780 CM�t Residential Code 8th Ed.
For the installation of the solar mounting for Main Roof 1 and Roof 3,the Unirac
Solarmount rails with EcoFasten Green-Fasten and ECO-CP-SQ Bracket with supports at
36"max. spacing and securely£astened with 5/16"dia. x 3 '/a"SS Iag screws as shown on
drawing PV-A04. All attachments are staggered amongst the framing members.For the �
installation of the solar mounting for Main Roof 2, the 35 deg. dlted Unirac Solarmount
rail assembly will be securely fastened with EcoFasten EC)-65 Plate with F-2d2 bracket �
and fastened with 8#14 SS screws as shown on drawing PV-A05. The mounting system �
has been designed far wind speed criteria of 90 mph Eacp. B and ground snow criteria of
40 psf.
The Photovoltaic system and the mounting assemblies will comply with the applicable �
sections of the Residential Code and Ioading requirements of roof-mounted collectors. I
I
Thereby, I endorse the solaz panel installation and certify this design to be structurally '
adequate.
5'IIICCTEly, o2��,tN OF Mqs�cyG .
g dM1ES n hfAR%.JR. ��
� CNII N
7ames A.Mant,Jr. ,� N�.afia�s �
Pmfessional Engineer ��'Fr�ST�RE°` i
MA 36365 S��o�vn�E� 7�/� �`f
10 High Mountain Road
Ringwood,NJ 07456
cc:RGS Energy
�
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3�,N.tur,�o�
_> � E TUVPowercontrolled: �w.�
�T�'a"<�^��^a� Lowestmeasuringtoleranceinindustry �_�'
°"00000%°'3^ ��
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IL�—'�IF� 3timeslECrequirements
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accumulations of snow and ice ���..�:
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Positiveperformancetolerance
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y�a�t.7 25-year linear performance warranty �� ��
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World-dassquality w,,,r,.,.��,,,,, f A °a�.u,�,a i,.,i.�,,,.,
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rialensurethequalitythatthecompanysetsasitsbenchmarkforitssitesworldwide. aoo.=r P�
SolarWorldPlus•Sorting � R„�„„,,,„�,E„�o sA�
Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules ��=�R c us
that have greaterthan or equal to the nameplate rated powec `'� � M UL 1703
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25yearlinearperformanceguaranteeandextensionofprodudwarrantytol0years f , ,,,
� SolarWorldguaranteesamaximumperformancedigressionof07%p.a.inthecourse \ � � � �f�
of 25 years, a significant added value compared to the two-phase warranties com-.
mon in the industry.In addition,SolarWorld is offering a product warranty,which has
been extended to 10 years.'
'in accordanre with the applicable SolarWodd limited warranty at purchase.
wwwso la rwo ddmm/warranty
MADE IN USA OF US
solarworld.com pN01MPORTE�PARTi
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� Sunmodule% PI u s . . � . � . ;
SW 280 MONO '
PERFORMANCEUNDERSTANDARDTESTCONDITIONS�STC)' PERFORMANCEATSOOW/m',NOCT,AM1.5
Maximumpower pm„ ZgpyyP Maximumpower Pm„ 2p92Wp
Open rircuit vokage V� 39.5 V Open cirmit voltage Va 367 V
Maximum power paint wkage Vmoo 37.2 V Maximum power point voltage Vmpp 28.5 V
Short circuitcwreirt I„ q.7�q Short cirtuit rurrent I,� 7.fl5 A
Maximumpowerpointcurrent Imop 9.07A Maximampowerpointrurrent Imop 733A
MOdulee�Gien[y qm 16J0% MinorreductioninefficienryunderpartialloadmndRionsat75'Oat100W/m',100%
(+/4%)ofthe STC efficiency QOOo W/m')is achieved.
'STC:ID�0 W/m�,35°C,AM 15
1)Measuringtolerance(P,)traceabletoTllVRheinland:+/-3%QUVPowerControlled). (OMPONENT�ITER�A�S
THERMALCHARACTERISTICS [elis pe�maduie 50
Cell type Mono crystalline
NOCT 46°C
Celldimensions 6]4inx6]4in(156mmx156mm)
TCI,� 0.04Y/°C Front Temperedglass(EN12150)
TCv� -030%/°C
Fmme Clear anodized aluminum
TCPmop '0.41%/'C
Weight 39.5 Ibs(77.9 kg)
Opemting tempemture -40°C to 85°C
� SYSTEM INTEGRATION PARAMETERS
�_ looOW/m= _ Maximumrystemvoltage5Cl1/NEC t000V
Maximumrev¢rsecurrent 16A I
800 W/m� Num6ei of 6ypass diodes 3
,g 600W/m= � DesignLoods' iworailsystem »3psfdownward
64 pzf upward
� 170psfdownward �.
400W/m� — — Designlaods• Threemilrystem ppstupward �'�,
� i _ _ DesignLoads' Edgemounting 30psfdownward i'
20o W/m= 30 psf upward �
100 W/m° 'Please refer to Me Sunmodule installation inshuctions forthe details asso<iateG with
� r r iheseloadcases.
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MOEulevahage�VJ V� AODITIONALDATA
Powersaking' -O Wp/+S Wp
1x4 3Z44(951) I-Box IP65 ��'�
� Module leads PV wire per UL4703 with H4 mnnectors
Madule type(UL 7703) 7
it93(Z86) Glass Low iron tempered with ARC .
0.6 153
39 37(1000)
VERSION 2,5 FRAME �
version • Compatiblewith both"Top-Down" 'i
25frame and`Bottom"mounting methods �
65.5ap675) bottom �' • �GroundingLocations:
mounting � -4cornersoftheframe
holes -4locations along the length ofthe
moduleintheeMendedflangei .
134 34
J—x 4
�a zo nm)t
112(31) �39.41(1001)—+I
AO units provided are imperial.5l units pmvided in parentheses. �
SolarvVodd AG reservesthe rightto make specification changes without notice. SW-Ot-6006US 08-2014
0
• � • • - . . . . - - :°UNIRAC
M1 HILII tifiOUV C�MINNY
SolarMount Technical Datasheet
Pub 710818-1td 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
3olarMount I�odufe Connection Hardware
SolarMount Bottom Up Module Clip
Part No. 302000C
washe. � Bottom Up Clip matedal: One a#[h�tollowing extruded alur�inum
Bottom Nut (hidden..see alloys: 6005-T5, 6105-T5, 6061-T6
Up Clip note'`)� • Ultimate tensile: 38ksi,Yield: 35 ksi
t / : Finish: ClearAnodized
Bottom Up Clip weight: ^0.031 Ibs(14g)
Beam �o�� • Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
"' UNIRAC documents
• Assemble with one'/,"-20 ASTM F593 bolt,one'/,"-20 ASTM F594
serrated flange nut,and one Ya"flat washer
'``` ���\ � � Use anti-seize and tighten to 10 ft-Ibs of torque
{ �r,., \"ym, • Resistance factors and safety factors are determined according to
rP �` part 1 section 9 of the 2005 Aluminum Design Manual and third-
,,� "'""�—.�.���'y. w 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
_...�.__._�___.___._._.__ APpliedLoad Average Aliowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
`�-"""'"-�_1[—,r"+."" —' Ibs(N) Ibs(N) FS Ibs(N) m
! ���i� ''' Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662
Y � � � Transverse, X± 112g(5019) 329(1463) 3.43 497(2213) 0.441
� � — e.w
�.X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619
Dimensions spec'rfied in inches unless noted
a
e
• . � . - . . . . - - ::UNIRAC
n iuu i�nour mman��r
SolarMount Mid Clamp
Part No.302107C,302101D,302103C,302104D,
302105D,30210fiD
rra� � Bolt Mid clamp material: One of the following extruded aluminum
Mid Fla e Nu • alloys: 6005-T5, 6105-T5, 6061-T6
Clamp .,,,'�,� : Ultimate tensile: 38ksi,reld: 35 ksi
� � 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
y • Values represent the allowable and design load rapacity of a single
� h ",, mid Gamp assembly when used with a SolarMount series beam to
; = �° ? retain a module in the direction indicated
4 ,:� , -;''. � • Assemble mid clamp with one Unirac'/,"-20 T-bolt and one'/."-20
� ASTM F594 serrated flange nut
! ° • Use anti-seize and tighten to 10 ft-Ibs of torque
- �em • Resistance factors and safety factors are determined according to
, part 1 section 9 of the 2005 Aluminum Design Manual and third-
P
1
rt c t
a es results from an IAS accredited Iaborato
. P Y �Y
Applied Load Average Allowable Safety Design Resistance
���T� - Direction Ultimate Load Pactor, Load Factor,
�''��F""�`� ^}�(`_�.�. Ibs(N) Ibs(N) FS Ibs(N) W
� ��I � Tension,Y+ 2020(8987) 891 (3963) 227 1348 (5994) 0.667
---�- .�--�----�=-�-�--- Transverse,Zs 520(2313) 229(1017) 227 346(1539) 0.665
� `�' � _ . ' '" Sliding,Xt 1194(5312) 490(2179) 2.44 741 (3295) 0.620
►X
Dimensions specfied in inches unless noted
SolarMount End Clamp
Part No.302007C,302002C,302002D,302003C,
302003D,302004C,302004D,302005C,302005D,
302006C,302006D,302007D,302008C,302008D,
3o2oo9c,3020090,302010C,3o2o�tC,3o2o72c • End clamp material:One of the following e#ruded aluminum
� alloys: 6005-T5, 6105-T5, 6061-T6
Bolt • Ultimate tensile: 38ksi,reld: 35 ksi
'����� " � : Finish: Clear or Dark Anodized
End clamp weight:varies based on height: -0.0581bs (26g)
End Clamp • Allowable and design loads are valid when components are
Serrated � ' �''� assembled according to authorized UNIRAC documents
� Fiange Nut • Values represent the allowable and design load capaciry 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
' ;/�a . serrated flange nut
�� oe 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 laboratory
� • Modules must be installed at least 1.5 in from either end of a beam
.x
�s Applied Load Average Allowable Safety Design Resistance
"`''"Af"1 Directlon Uitimate Load Factor, Loads Factor,
,�,� _,�� Ibs(N) Ibs(N) FS Ibs(N) m
`wi;H ���t Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
.ioou�
T"�"� �� i�� ! Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330
r -
+- - — - - -- Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555
Dimensions spec'rfied�in-inc6es=unless�noted
0
. . . . - . . . . - - ::�UNIRAC
A HILp tik:]UP NMMNY
SolarMount Beam Connection Hardware
SolarMount L-Foot
Part No. 304000C, 304000D
• L•Foot material:One of the fo�lowing eutruded 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:
� � �'i I
•Assemble with one ASTM F593'/"-16 hex head screw and one
errated R�` � ASTM F594'/a'serrated flange nut
t
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
° r X sure to check load limits for standoff,lag screw,or other
„ � attachment method
i�
�(
�- ,_o, Applied Load Average Safety Design Resistance
n%o�rup Direction Uitimate Aliowable Load Factor, Load Factor, �i
���"D�"'Dl f Ibs(N) ibs(N) FS Ibs(N) m
``z"``"`" ` Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 !
� 261 - I
Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575
Dimensions spec'rfied in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615
Traverse,Xt 486(2162) 213(949) 2.28 323(1436) 0.664
0
. . • . - . . . . - - :°s°UNIRAC
n rnui�nour mmvnrvv
SolarMount Beams
Part No. 310132C, 310132G6, 310168C, 310168C-B, 310168D
310208C, 310208C-Q 370240C, 310240C-B, 310240D,
410144M, 410168M,410204M, 410240M
Properties Units SolarMount SolarMount HD
Beam Height in 2.5 3.0
Approximate Weight(per linear ft) plf 0.811 1271
Total Cross Sectional Area in' 0.676 1.059
Section Modulus(X-FUcis) in' 0.353 0.898
Section Modulus(Y-Axis) in3 0.113 0.221
Moment of Inertia(X-fvcis) in° 0.464 1.450
Moment of Inertia(Y-Axis) in° 0.044 0.267
Radius of Gyration(X-Auis) in 0289 1.170
Radius of Gyration(Y-Axis) in 0254 0.502
, _ . ,� �. ,6 e� ;e �
SLOT FOR T-BOLT OR 1.728�
SLOT FOR T-BOLT OR
1�" HEX HEAD SCREW 4"HIX HEAD SCREW
2X SLOT FOR � S�Or FOa
BOTTOM CLIP 2.500 s0770M CLIP �
T 3.000
1.316 �I
SLOT FOR O
3�" HEX BOLT SLOT FOR 1.385
I 3/G" HEX BOLT
.387�
750
1.207
Y Y 1.875
� �
� rX ►X
SolarMount Beam SolarMount HD Beam
Dimensions specified in inches unless noted
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� }i�-�ff��� Speci fications
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� PART I — GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied try others)to be
� ���'.�� A. Submit manufacturer's written speciflcations. compatible with chosen roof application and
i ; 1.1 SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load
�� � A. WORK INCLUDES test data.
R � E- C. Submit installation instruc[ions.
��=h:� -- I. GreenFasten solar attachment bracket that D. Submit produd specific load test data,showing C. Base flaching is.032 gauge aluminum embossed
�� � �� at[aches diredly to the roof deck ukimate and allowable load values. to accept EPDM bushing.
5 f` ' 2. Provide appropriate bracket and fasteners
r� . forthe roof system. D. Bushing is EPDM.
� � � 1.4 QUALITYASSURANCE
, ; � B. RELATED SECTIONS Installerto be experienced in the installation of E. Stainless steel bonded washer is 302 stainless
E S � I.Section 07600:Fiashing and Sheet Metal specifed roofing material and snowguards for no less and EPDM. �
1��- � 2.Sedion 07500:Roofmg than 5 years in the area of the project
i �y*s r� 3.Division I:Administrative and procedural 1.3 FINISH—Mill finish
`"� ' re uirements 1.5 DELIVERY l S70R4GE/HANDUNG
A. Bracket is mill flnish aluminum
� ���� -fi s�. + � 4.Dv ision7:Thermal and Moisture Protection Insped matenal upon delivery.Notify manufadurer
,���. �y i�. s= within 24 hours of any missing or defedive items.Keep B� Base flashing(choose one)
� �i� �� � � 1.1 SYSTEM DESCRIP710N matenal dry,covered,and off the gmund urrtil installed. I.Mill Finish
A. COMPONENTS:
�#9 y '�� w` I. GreenFasten rystem consistr of aluminum 2.Black- kynar pairrted
� �"t�" �� 'i �� 'E � flashing with integral EPDM bushing and one PART 2 - PRODUCTS
3.Dari<Bronze-kynar painted
F�F � �a ^ ' °3 bonded stainless steel and EPDM washer. Z � MqNUFACTURER
F �{ '�t� k" �
k � a � 2. Fasteners �,
� EcoFasten Solar� PART 3 - EXECUTION
s �.��q ' :� �... A.To be of inetal compatible with aluminum j
0 289 Harrel St Morrisville,VT.05661
Y �� �, r ' r GreenFasten components. �
}}� , ; o (877) 859-3947 3.1 EXAM�NA710N
� ,,, , „ n B.Fasteners should be selected for
,, a www.ecofastensolar.com. A. Substrate:Insped strudure on which brackets I
y „', com atibd with the roof deck
a "« .t ��-� P �Y are to be installed and veri that it will withstand
� f� ,� � � C.Fastener strength should exceed or be equal Z z_ �,4qTERIALS any add'Rional loading that R may incurred.Notify
�� o to that of the allowable load of the system.
� �,F � �,;4, y;: � A. Attachment Bracket General Contractor of any deficiencies before
�. F � u See test data at www.ecofastensolar.com 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets.
� � 3. Sealant(if required by roof manufadurer):
� � � � � � I. F-I I I B. Uerify that rooflng material has been installed
� . f_ o to be roof manufadurer approved. corredly pnor to installing solar attachment brackets.
u� �' "� � 4. Aluminumattachmentbracket 2 L-101-3"
' � 3. L-102-3"
_� ; ? � � ° B. DESIGN REQUIREMENTS: 4. CP-R 3.2 INSTALLATION
� , � y, ' ,1 � � � I. Bracket spacing to be recommended by 5. CP-SQ A. Comply wRh archRectural drawings and
6. SL-102-6" projed engineers remmmendations for location
. , p�:: , n project engineer. of system.Comply with Manu(adurers wrRten
m 2 Install a minimum of one fastener assembly. 7. Z-101
� '�� 8. Custom installation instrvdions for installation and layout.
� 3. It is importantto design new strudures or
' ,. ; � =' assess existing strudures to make sure that �
r ,_ � � they can withstand retained loads.
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FOR CONSTRUCTION ��`��f�
Grid-Tied Photovoltaic System Sheet List =�,,o�=
(N) DC Rating: 2.800 kW SheetNo. SheetTitle RGS
(Total) DC Rating: 9.050 kW P�-��� COVER ENERGY
FIdERfCA'g pRIC�YNA�SOLAF COMPNNV
Mansfield, Ted PV-A01 SITEPLAN 10F nktln,CT0637g10
14 Hemenway Road PV-A02 MODULE LAYOUT (413)683-2225 Fax
License#0635274
Scope of Work: Salem, MA 01970 PV-A03 DETAIIS
RGS Energy shall install a 2.800 kW Grfid-tied PhoEovoltaic("PV") System J urisdiction: City of Salem PV-A04 MATERIALS GRID-T1ED
totaling (10)Solarworld Plus SW 280 Q�ona Black Modules with (10)Enphase PHOTOVOLTAIC SYSTEM
Energy M250-60-2LL-S22 Micro-In�erter(s).The 9lkodules shall be flush PV-E01 ELECTRICAL DIAGRAM Z,SOOkW DC @ STC
moun[ed on the asphalticomp. shiag[e roof and imterconnected via supply side PV-E02 SYSTEM CALCS
tap. MANSFIELD, TED
GCIIE�dI NOt@S: PV-G01 SIGNAGE 14 ALEMNMA 0 9070 D
EC�UlplT1@Ilt $E1ECIfICdt10I1S: 1. System follows any/all Fire Code Setbacks per Ordinances of the City Project# 10345783
Of Salem.
Module: (70)Solarvvodd P�us SW 280�Btack 2. All projects will comply with the Ordinances of the City of Salem. o����Ea. Adry Walsh ,
Inverter 1: (10)Enphase Energy M250-60-2LL-S22 3. Construction Hours: 7am-Spm Monday-Friday, 9am-8pm Saturday, ae����: Ash Bowersock i
Racking: UniRac SolarMount No time on Sunday or legal Holidays. �Eas�ox�.*e 201&07-27 �
Attachment Flashing: Eco-Fasten Greeo-Fasten wdh 4. Product Data Sheets shall be included.
CP-SQ-Slotted and Aluminum Flashing 5. Rooftop penetretions shall be completed and sealed per code by a RevISIONS ,
licensed contractor. �
6. All Photovoltaic modules shall be tested and listed by a recognized # By Date Notes I
Roof Specifications: iaboratory. �
Roof 4: 7. Certifications shall include UL1703, IEC61646, IEC61730. k z
AsphaltlComp. Shingle 8. A continuous ground shall be provided for the Array and for all I 3
2„x 8" Rafters @ 16" Photovolt�aic Equipment. y I n II ��w � I
O.C. 9. DC Wirin shall be run in metal conduit or racewa s within enclosed °
Eave Height: 16 ft spaces in a building. 5
� Pitch: 26° � Azimuth: 280° 10. Conduit,Wire systems and Raceways shall be located as close as
� Array Size: 10 Modules possible to ridges, hips,and outside walls.
11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall
EXIStlflg EqUtpfTlBflt Sp@CIfIC&�FOf1S: use guidelines tha[minimize the total amount of conduit by taking the
Module: (25)Canadian Solar CS6P-250P shortest path. �
Inverter 1: (25) Enphase Energy M21S6Q2lL-S22-IG 12. Space Requirements for electrical equipment shall comply with NEC
"' Racking: UniRac SolarMount Article 110.
� Attachment Flashin Eco-Fastert Green-Fasten with F
9 13. Equipment grounding shall be sized in accordance with Table
o CP-SQ-Slotted Bracket and Aluminum Flashireg 250.122. ;
� e .
x 14. Connectors that are not readily accessible and that are used in the
� circuits o eratin at or over 30V AC or DC shall re uire a tool for
� Roof S ecifications:
P 9 q
m Roof P Roof 2: Roof 3: opening and are required to be marked"Do not disconnect under
� AsphalVComp.Shingle A�sphaiUComp.Shingle Asphalt/Comp. Shingle �oad"or"Not for current interrupting", per 690.33(c)& (e).
m 15. All signage to be placed in accordance with local building code.
s (Single Layer) (Single Layer) (Single Layer) �� _ :
16. Signs or Directories shall be attached to the electrical equipment or
; 2"x 9" Rough-Cut 2"x@"Rough-Cut 2"x 9"Rough-Cut , '+,
� Rafters @ 18" O.C. Rafters Qa 78"O.C. Rafters @ 18"O.C. located adjacent to the identified equipment. ,
Pitch: 27° � Azimuth: 185° Pitch:0°(Tlted to 35 deg) � Pitch: 26° � Azimuth: 97° 17. Signs should be of sufficient durability to withstand the environment. e��,� 'S
Array Size: 3 Modules Azimuth: 185" Array Size: 18 Modules 18. Any plaques shall be metal or plastic with engraved or machine
Array Siza:4 Modutes printed letters, or electro-plating, in a red background with white
� IeBering,a minimum of 3/8"height and all capital letters.
� Site Specifications: q��yyork to be in Compliance with:
Occupancy: II 2074 9Jational Electrical Code(NEC) �'°°YAd �
Design Wind Speed: 90 MPH 2ppg�nt�nationa� Residential Code (IRC) � �� Not to Scale
Exposure Category: B � F
Mean Roof Height: 25 ft 26D9�nternational Building Code(IBC) .
Ground Snow Load: 40 PSF 20121ntemational Fire Code(IFC) COVER
Ad'. Roof Snow Load: 30.8 PSF 2072 Uaeiform Mechanical Code (UMC)
� 20'E2 Uceiform Plumbing Code(UPC) �=m�=n,
OYAA 780 CMR,8th Edition
-induding 2!4/11 revisions to Tables R301.2(4)& R3012(5)
ASCEdANSI 7-05 Minimum Design Loads for Buildings and Other ; � ' PV—000
.StfUUC�UfCS . �bb'�g .. .Ls3pia_.pm,�...q;�e:z_J
As ameroded and adopted by City of Salem ;
a
�
� FOR CONSTRUCTION ��1+//�
Equipment Specifications: �n��e0��
Module: (10) Solarworld Plus SW 280 Mono Black AGS
Inverter 1: (10) Enphase Energy M250-60-2LL-S22 (E) Property Line E N E RGY
Racking: UniRac SolarMount — Equipmen!on Exterfor WaIL �'�'`-R'ca�s ceia�ia!soi aP cor.,�nwv
Attachment F�ashing: Eco-Fasten Green-Fasten with (E)Utility Meter 106 Route 32,suice io
CP-SQ-Slotted and Aluminum Flashing (N)J Box-P.O.I. via Supply Tap Frenklin,CT 06378
(413�683-2225 Fax
Roof Specifications: �" - -—_ _ _ (N)Pv Ac o�sconnect-wsed �;�e�sea oeasna
Roof 4: -�' - - �__ _ Equipment on Interior Wall:
AsphalUComp. Shingle � _ _ _� (E)Main Service Panel GRID-TIED
(E�PV Prod. Meter PHOTOVOLTAIC SYSTEM
2"x 8"Rafters @ 16" ' �- - - -� _ (E)PV AC Combiner Panel 2,SOOkW DC aQ STC
O.C. -
Eave Height: 16 ft � (� PV Prod. Monitor MANSFIELD,TED
Pitch: 26° � Azimuth:280° � (E)Single Family Dwelling (N) PV AC Combiner Panel 14 HEMENWAY ROAD
Array Size: 10 Modules ' (N) PV Prod. Meter SALEM, MA 01970
(N) PV Prod. Monitor
Project# 10345783
i
i o����ER: Adry Walsh
� � a���Ea Ash Bowersock
mm VERSIONDATE ?OIV�O7�2!
�
(N) PV Array 4: i REVISIONS
10 Solanvorld
Plus SW 280 Mono � rn # By Date Notes
Black Modules � � ,
i z
� � 3
� 4
� , � 5
� �
� �, -�
� I O
I fV
�� O
o ' (E) PV Array 1: �
X 3 Canadian Solar �
� � CS6P-250P Modules (E) PV Array 3:
� � (E) PV Array 2: 18 Canadian Solar
g ' 4 Canadian Solar CS6P-250P Modules
m CS6P-250P Modules
= i
IL
yI . . . . . ' . .
� . . . . . ' . . � . .
�
a
0
(E) Driveway
�..,� 1/16�_ �,_���
N SITE PLAN
W E
NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES PV-A01
FI�IAL LOCATIONS TO BE DETERMINED DURING INSTALLATION S
FOR CONSTRUCTION ��,S��i
PV ARRAY 1 -MECHANICAL LOADS ���i���
Array Area: 181.6 ft Total Photovoltaic Dead Load: 3.07 psf RGS
Array Weight: 558.4 Ibs Avg. Dead Load per Anchor: �g.g Ibs �E, Roaf obstti�t�o�s: E N E RGY
Ancho�Qty.: pg • Skylight A�4:.Racn•soRicwn�soU�r?ro�nFaNv
• Exhaust Vent 106 Route 32,Suite 10
Design Values by Roof Zone: Corner Egde Interior . Vent Pipe Franklin,c7o537s
Max. UniRac Rail Span: N/A 60 in. O.C. 60 in. O.C. • Chimney (413�683-2225 Fax
......................... .......................... ......................... LicenSefi 0635274
Max.UniRac Rail Cantilever: N/A 20 in.O.C. 20 in. O.C.
................ ...................................................
Adjusted Anchor Span: N/A 36 in. O.C. 36 in. O.C. GRID-l1ED
......................... ...................................................
Downforce Point Load: N/A 282.3 Ibs 282.3 Ibs PHOTOVOLTAIC SYSTEM
......................... .......................... .............
Uplift Point Load: N/A -159.6 Ibs -90.3 Ibs
Minimum Anchor Strength: 400 Ibs 2.SOOkW DC @ STC
MANSFIELD,TED
Average Safety Factor: 3.81 (N) PV Array on Roof 1: 14 HEMENWAY ROAD
13' 10 Solanvorld Plus SW 280 Mono Black Modules SALEM, MA 01970
10 Enphase Energy M250-60-2LL-S22 Micro-Inverters Project#10345783
AsphalUComp.Shingle Roof
2"X 8" Rafters(a� 16" O.C. o����EA: Adry Walsh
Pitch:26° Re��e�Ea: Ash Bowersock
Azimuth260� VEqS}ONMTE 2016-07-27
REVISIONS
22' ��
# BY Date Notes
4,�� i
z
1'-6" � s
N , � A
v 5
� 6' 7' si 7n
� ��,
� 19' 10"
S
X
0
0
1'-6"
m I
m
m
3
LL
W
a 7'-3" 13,_11'•
UniRac SolarMount Mounting Notes: 4�'
� • Integrated Full System Grounding and Bonding to UL 2703
a • Total Quantity of Attachments=28
. Roof Zones are defined by dimension, a= 3.0 ft.
• Maximum Allowable Cantilever for UniRac Rail is Y the Maximum Rail Span u.,
, • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Siotted and Aluminum Flashing attached with 5/16"x 3-1/2"Lag 3/16"= t'-0"
Boit, Hex Head, 18-5 SS
• All Dimensions shown are to module edges, including 1/4 in. Spacing between Modules required when using the Top Clamp Method. w MODULE LAYOUT
• The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in order to support the End Clamps.
• UniRac requires one thermal expansion gap(4 in.)for continuous sections of rail greater than 40'in length �,
• Array Installed according to the UniRac SolarMount Design& Engineering Guide PU614NOV03 ,y
• Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary depending on field conditions. All attachments PV-A02
are staggered amongst the framing members.
$
FOR CdNSTRUCTION �t���A�.
���`�C
RGS
Rail &Anchor Assembly E N E RGY
og\a�K . UniRacTop-Clamp ta��cas:x:��;�na�soi,aecnuanrr+
28�Mo� r • UniRac SolarMount Rail 106 Roure 32,suite io
� • UniRacStandardL-Foot Framklin,cio537a
P��S 5 Sh��g\6 • Eco-Fasten Green-Fasten �413)683-2225 Fax
� a��Gomp Module with CP-SQ-Slotted and licenseA 0635274
Psp� �6 �G� AluminumFlashing GRID-TIED
��8�5 @ Rooftop . (1)5/76"x 3-1/2"S.S. Lag pH040VOLTAIC SYSTEM
2°Xa � Sheathin �6�G� Bolt with 2-1/2" Minimum 2,8Q0&W DC STC
9 S� Embedment �
� B"RaKe� MANSFIELD,TED
Z�X 14 HEMENWAY ROAD
SALEM, MA 01970
Praject# 10345783
��, Adry Walsh
Attachment Profile � Attachment Detail ae„eMe, AshBowersock
� Scale: 3/4" = 1'-0" L Scale: i" = 1'-0" VERSW110ABE 2016-07-27
� REVISIONS
� 20" Max
Roof Framing PV Module Rail Overhang # By Date Notes
, �1 � i
z
� Landscape: WA
R�F��9 Portreit: —13.0 in. q
..J �J
� Landscape: N/A
5
� Anchors bcated � � PoArait: —40.0 in.
� on alte¢nate mof
frarsidng members ,J
.. ,. .. --�ZI� I"� �
�� 39.4 in.
36"Max . �
— Anchor Spacin SolarMount Rail
Mounting
� Staggered Attachment Detail (T�rp� '� ""as �` A
x 3 Not to Scale T
o saa�o�a
Plus SW 280
m 65.9 in. mono black
� 20"Max
m Rail Splice Rail Overhang �
1Y
a � � A
' � WEE9Lug SS Washer
J - I_ Ground Wire � &Nut
'1 B r � B � SS 8olt � Unirac Rail
m o
�
m Distance from Module Corner
= Minimum Maximum
Stagger splice locations Min of 2 supports Long Side,A 9.4 in. 16.5 in. ----
within the each row of modules on either side of splice Short Side , B N/A N/A SS Flat VARIES
Washer SS Bolt
with a max spacing of 60" 'Top-Clamps CANNOT 6e uSed on thB Short DETAI LS
Sldes of the Module ..
4 Rail S lice Detail UL A roved Mountin Locations � Grounding Lug & Rail
Not t0 Scale � Not m 5cale V
Not tn Srale �v-A03